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RC-12-192Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 186965 Permit Number: RC -2 -12 -192 Scheduled Inspection Date: March 11, 2013 Inspector: Bruhn, Norman Owner: MOSHELM, SUZY Job Address: 1098 NE 96 Street Miami Shores, FL 33138- Project <NONE> Contractor: ATELIER & PROJECTS LLC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1132060143460 Phone: (786)306 -7900 Building Department Comments DEMO AND RECONFIGURATIONS OF INTERIOR MASTER BED AND BATH ON SECOND FLOOR. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed ffi Failed =J Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 08, 2013 For Inspections please call: (305)762 -4949 Page 31 of 40 aererb S, 12. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Li Permit No. RC °AZ «2' Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: lt4r6 0t1> cSC ST City: Miami Shores County: Miami Dade Zip: l3Q ‘? Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): TN!(, Su 2`( fr■ tie' IA Phone #: Address: tO 11. N e" Ogg City: MAMA 5 (40e 4 State: f zip: 33t) Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Pcle `l ot ?M c S UC Address: 10 ° ° COO w ( ‘vv i5 Phone#: 3g/ 5 35 City: k-VeNi NW4N— Qualifier Name: St (.641<7 e1/41k-Wika State: _ YL zip: �i30d' Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone #: DESIGNER: Architect/Engineer: Phone#: Email Address: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ��,,,,,, rr DAlteration UNew DRepair/Replace ees ri tion of Work: W Iii 1141)i/61/415 CfL olr thru tile: DDemolition * * * * * ** :: * * * * * * **** * * * * ** 0000 * * ** * * * ** r****** * * * * * * * * * * * * * * * * * * * ** * * * * * * **** :** *** Submittal Fee $ �' Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ � 10 TOTAL FEE NOW DUE$ /04'( —� 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 COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: The foregoing instrument was acknowledged before me this day of 20 0-, by l) A-7 Ds ecyi who is personally kn oown to me or who has produced LA`p° 3identification and who did take an oath. NOTARY PUBLIC: Sign: a 00L2) Print: nr0_ - �,�► —{_ \ 1`� est C1-6 My Commiss ***************************************** ******** ****** ***** ** * ***** **** APPROVED BY MADELEINE TIRADO Notary Public - State of Florida • My Comm. Expires Dec 21, 2014 * * *relliMit1t00sgt * *� Bonded Through National Notary Assn. Plans Examiner Zoning .72 -/Atructural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 12 2. (cIo Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIL APPLICATION FBC 20 RECEIVED FEB 0 UQ12 BY: Permit No. r Master Permit No. (� I 6 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): SU-Z.- LI° � � 111 Phone#: 5 50e Address: `ASS IJ ,3+ A 4 City: t k 4��l`° State: Zip: 3'31343 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 1(C) 5.8 City: Miami Shores I "111,0 County: Folio/Parcel #: ) 31- 06 0114 Miami Dade Zip: ''?313S Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ,AWLte Pk Phone#: 771 553, Address: ZO y 00 W C00 lJ 11-Y GLJJ D 513 City: Mel\1CAM State: i71'•- Zip: 3"1 b Qualifier Name ■W R. 0 17 k State Certification or Registration #: C61C 1505 42-0 Certificate of Competency #: Contact Phone#: 7go 383 •3 Email Address: DESIGNER: Architect/Engineer: Phone#: Phone#: Value of Work for this Permit: $ %f54" Square/Linear Footage of Work: 648 Type of Work: °Addition °Alteration ONew °Repair/Replace Description of Work: -vr1 em OF t ivli-i V „:" ``� MI 96Z-0-14D e- -- PAVAN.) Vi 6%) Mk-TWIN) 07 1$ PoltAeihc WW/li TS'D-N) fti'lk NI ae,i °Demolition M' A. Ri) is y Ir -(1- v M'.J c t iv P *********+* ** * *� ********** +**************F ***** a�**** a�*** *+��+�z** ** *** * *,�r��x�x+e�a�xa *** *** * ** Submittal Fee $ L , �W Permit Fee $ /2b 19 CCF $ CO/CC $ Radon Fee $ DBPR $ Bond $ Scanning Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivere'. to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commence t must be post, at the job site for the first inspection which occurs seven (7) days after the building permit is issued ubs o ch >. fl ted notice, the inspection will not be - 'proved and a reinspection fee will be charged. Signature ' `° Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this c 1 The foregoing instrutent was acknowledged before me this day of Gr MI- by SaZ`'t to i, JV� T� , y y day of � ��" , 201--, by b who is per opallyiu own to ne or who has produced who is personally known to me or who has produced 1, l As identification and who did take an oath. R- (IIE as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Exp Notary Public - State of Florida My Comm. Expires Dec 21, 2014 Commission # EE 44127 boded Throes National Notary Assn. r- Sign: OtcL Print: My C. 1 ir es: MADELEINE TtRADO ary Public - State.of ftorida My Comm, Expires Dec 21, 2014 ,._ . •, f. o Commission # EE 44127 * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * *i ** a ** * * ** APPROVED BY J Plans Examiner Zoning Structural Review - Clerk (Revised 07 /10/07)(Revised 06/10/2009XRevised 3/15/09) 0 4 PERMIT # I2C, la- iqz, CONTRACTOR: SUBMITTAL DATE: 1 I I Sot' -. ADDRESS: tocis LC, 9L, s-r-- NAME: RESUBMITAL DATES: 51(0 12- ArfC - Cowitrs PROJECT TYPE: ZONING \Als- FIRE STRUCTURAL IMPACT EES 9.E. Q.19.../a. ELECTRICAL HRSIDER C r 2 7-442, PLUMBING c) NO 1%0P • al 61P- Aeleb■re4› MECHANICAL \i,i,. BL 0 . \ ()GAMY 4Vit ki(lAtv iir.wird I ?I..; 9iisk y,s161,1 legv 1 movi):,) * nu)401,novo:J v it 1,i3O ;it,o1.1-41 i+7;;Al 41fAirl Mcfltr) VA1 ,o-1,41:c0 ,1:$10,16t Ic/tvotl NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTEU ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. I% ' 2 * vi 4 3i-I STATE OF FLORIDA: COUNTY OF MIAMI - DADE:' THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1111111111111111111111 mil 11111111111111 1111 C :F'N 201.2R0f_i63 -7'8 OR Bk: 27973 Ps 0268; (1p9) RECORDED 01/30/2012 1018:49 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST F'AGE Space above reserved for use of recording office . o r�1. Legal desgc�ri�ption, of party d eet/add La a12Yk e t Of- )41 +11 5t- z ` ` -1- itCca P- fa f Aj 1 Tl� �K� 1 ��'-� VataGZZrf'� IN `I4r� r, Q 'r- I p ; ". tTQf; b i," 2. Description of Improvement: ut -P6(;.:� T� P D TV ebrAl j'J V--l/ s 3. Owner(s) name and address: 4% Z �vt - Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone num W4OD W 1-PA GI/U 3 p 5i 1 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 persons) to receive a copy of the Lianor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Eacpwation date of this Notice of Commencement: (the expiration date is 1 year f,om 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 GAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Of 1cer/Director/Partner/Manager Prepared By Prepared By Print Name Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OBE The foreg jpg insfrurnent was acknowledged before me this c .I day of �a \ O'L' 4 By ` M 1.. (Vl3 ❑ Individually, or as for ❑ Personally known, or°VI- produced the following type of i Signature of Notary Public` Print Name: (SEA-) FI ATI • N P . � ANT T • TO • N t M FLO DA STA Under penalties of perjury, I declare that I have read the foregoirng and that the facts stated in it are true, to the best of my knowledge and thief s) o Owner s's Authorized Officer /D`uector /Partner/Manager who signed above: •i 's My Comm. Expires Dec 21, 2Df4 OF Ctmrmissio n # EE 44127 O° °` Bonded Thr National Notary Assn. m,,,u e1t�In Ykir By 5TA OF FLORIDA, COUNTY OF DADE 1 HERB BY CERTIFYthat this is efrue copy of the nr�ofblpj ti in this office otu_ _____ ay of .lgjA► 0 ( A,D.2Q i�ITN Awe Seel, � ��iirl�� = RK . proult routs �3r3? SEP -23 -2011 11:46 FROM:ABOUND INSURANCE 3059474211 TO:3057568972 P.1/1 CERTIFICATE OF LIABILITY INSURANCE 9/2'3/2011 modumbi Abound =nalsrranaa, 2Aa. 7.6745 NE 19th Avenue North Miami 3eunah, 8L 33162 30�5- 949_ -4933 THE CURRFRATE is ISSUED AS w TTER OF NIFORII®ATON INLY AND CONFERS NO MONTS UPGN TIM CERTIFICATE HOLDER. MS CERTIFICATE DOES NOT Ate, OR *�7i � NAICU _ _ _ /.��_� p 20400 W. CCiY MOB DR APT 4519 I...• K _ mom m rw. .+etas a AVF.A, EL 33180 1954 - 303 -2533 INSUIVER o UMW e: TIM POUC H& OP INSURANCEurraD EEI.OW NAY@ Box issinwro 1 D NAttEDABOve FOR THE PCUCY PERIOD RC10AYED. N 1 WITHSTAND* ANY TERM OR SON OF ANY CON7RACr OR OTISER Documetr watt RaSPEGT TO WHICH TH4 CHYMIcATE MAY BE /MED OR MAY MINN. THE AFFORDED BYTE POLICIES DESCRIBED H1I3 SUBJECT TO AU. THE TE M AND COMMONS OFR= POucias. AGGRE0ATH wars 6FIR'imwowMAVEg N DIYPAID(N,AM. itl vetaxameta 004301,134$4,1** $ OC . J 0tAv.ismas CCU e�n.rmaeeo�aataar P�F1t PO n nic C7e/100006524.02 03/24/11 03/24/12 QAOI+ OOH mum aoR1000 P I...*..e.) mom&wv011•11w..d» P ONALaa V1 V 0MM/ $0000301E PliebUGM*00eelePA00 ▪ 300,000 $ 50,000 • 5,000 300,0{I1 300,000 300 ,005— > ANYAVTO HMO Mr* NONeM4®AUTO0 CESISSIED 000L01101 0000YINJOW 000LLYMwAY • i 1000SWCY MOM ovwsoutito f ONI*00UMW* LMVRrn 0 D CIASOMA E Rewua+m+.e n�4e moN ARDOtLLY 011.000000r 0000'040/ 44.11000,*: GRAM * Ao0 $ INCH 00{400 Ao008m4Te[ 1 s 1 m0MOTSRStN * Ne pReemcrommintozaunw .Ps.aaraa'.I7mU1gj* >el110m.uedet man E16ED 0u. 1000VACCECIPIY $ 6L 131*EA40'- 49►1$ 0*.0YEE i 6L0004331- P0110YwIT $ 82,500 DEDITCEME O SdNPiiONOPOPT ►nONS /1030TiUSIMICLESIS CWWOlO+WaW0413.O0 40000G+u.B ONNZNAL COST TOR Li 3ZL211/ 110T.T412/: NCTT1A7*Q BODXLY XN URY A PROPER= D>AI20I83M. TE HOLDER CITY LI.Y MANX 0RORNS 10050 NE 2ND ,AVE smogs, IL A ►74(2004 TWN evOut.00yrtr040/0.04004000age 004 Sisp90 eyx0 BEFORETHEMPOUTION &ow 7110010A. 0I10,01N URJV V/01. 4DevowOea xo aa.. 30 600 1tiM704 monad Tome O6aas1 sHOLO R4wlmTO ma%6UIPII1N1'R►00000*UL 110003114) 0111***1101 OR eoa4Y4WDw oo isst 301J000 0#31001110 011 Anvea i /t oACOROCONPORATIoN 7ta 7811 -1 ATELIER it PitOJECTS LLC 20400 W COUNTRY CLUO ,DR 33180 CITY OF AENTURA ;His' OWNER ATELIER It PROJECTS 1 dOT.'? RENEWAL RECEPT STATE* t 30150962946 9 E0/S' OR,gr REOUMIEU wows vow `aunwrra' suA MFNT rax 90101170'00 1 000045.0 SEE OTHER SNP DO NOT FORWARD ATELIER d PROJECTS LLC SERGIO A ORTEOA 20400.W COUNTRY CLUB DR 519 AVENTURA FL 33180 37 . FF ATWATER STATE OF FLORIDA *NW FINNOCUL OPPOSE DEPARTMENT OF FINANL DAL SSWICES DIVISION OF MOWERS' CONPENSATION * * ClWaNICATE RCM TO SE EMIWT Fied RAMA WNW covresitram SAW * * CONSTRUCTION tNDUSTRY EXEMPTION 01-25-2012 Ir This certifies that the individtfat listed tlelow has 'elected to he exempt bum .F$a ride Winters' Compensation law. EFFECTIVE DATE 01/25/2012 EXPIRATION DATE: 01/2412014 PERSON: ORTEGA S A FEIN: 20169 BUSINESS NAME AND ADDRESS: ATELIER & PROJECTS LLC 20400 W COUNTRY CLUIS OR APT 510 AVENTURA FL 33180 SCOPES OF BUSINESS OR TRADE t -• CERTIFIED GENERAL CONTRACTOR IMPORTANT: Perini. to Cgtet 448. 004f4& f.S., ee e(tker of a eepswentw v10 eMrrs Ironer his a by ti( s een (Feats of eirtifea swiss Noy am meow beaelits or caspeasa1m eider Ms diver. Pommel to Owlet 440.011121, f.S.. Cratillnees nt elective to he tieyt.— ail *y May WWI TN* mite at Ute beam= or Dads listed tat No make 01 Mather to be eaetrpf. Parma to moor osated1* F.S.; Nukes of Omits to be exempt tad coriff est s of etearoo to to a raorpt sMdf be steles to nrecatras 0, at nay tree after the filing at the *Wee er ter resurvey *I 1Me eertifkatt, the person meted no die notice or cortincoto es tawgar meets the regatrewswis of iris suttee for iasaaace of a retakes, The hpottore I stoft reorks p ce tlileale or nay Ulm fear Whir* of !Me person eased m de canines*. Is areal the ragetremats at *is realm. QUESTIONS? (8501 413-160 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE' REFERENCE STATE OF FLORIDA A OR 1'11L DIVISION 0F 7SME CONSTRUCTION TIVOUSTRY CERTURCATE OF ELECTION TO BE F ?FROM R ORIDA , WORKERS' COMPENSATOR JAW EFFECTIVE 01/25/2012 PERSON S A ORTEGA FEIN 2015835 . BUSINESS NAME ATM ADDRES& **tee a PROJECTS tit 20400 W COUNTRY CUM DR APT Ste AVENT RA. P2 331110 SCOPE OF HUSINESS OR TRAP 1- CERTIFIED GENERAL CONTRACTOR 'IMPORTANT Furman m Chapter 440.115(141. F.S.. an Wane er et a corporation who oriels exemption from this chapter by filing a certificate of election under tills section rosy net recover benefits or compensation tender this D duper. Pilrsewft to Chapter 441 06112, F.S. Certificates of etection to be II OxelltPL- ttpy1y only within the scope of the busidiss or trade fisted on E the eotioe of election to be exempt E Pursuant to Chapter 440.05113J., ES., Notices of election to he exempt and certificates of election to be exempt scum be subject to revocation if, at any time after the filing of the notice or the issuance of the cerdficate. tats plasm tanned on the notice or certificate no longer meets the requirements of this section far issuance of a certificates The department shall revoke a certificate it wry tee for failure of the parses .tared no the certifieste to meet the requireineres of this s ORBITERS? 1651 413 -18119 CUT on the j, keep upper portion for your records. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 4� I.2- )(72— DATE: T )q2-'01 I, COMM M,lIv32—. ❑ Contractor ❑ Owner ❑ Architect d up 2 sets of plans and ether) 119 'fa Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. for ? p coravds Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: V Eg STTMATE.FOR WORK TOhBE PEliPORMEO =FOR MOS H FIM AMIL 1098 NE 96st Miami Shores 33138 SCOPE OF WORK: Interior Renovation of existing master suite ATELIER & PROJETS LLC LABOR IQTY $ UNTT TOTAL MAT TOTAL DEMOLT ION $ 3,550 Master Remove wail partition at master bedroom 1000 1 $ - $ 1,000 Remove vanity, sinks, toilette, bidet 400 1 $ - $ 400 Remove master closet 250 1 $ - $ 250 Remove bathroom tile at floors and wails 1000 1 $ - $ 1,000 Remove Jacuzzi 400 1 $ - $ 400 Demolition materials 1 500.00 $ 500 $ 500 NEW WALLS & CEIUNGS, WALL REPAIRS & WALL REINFORCEMENT $ 7,000 New wall between win closet and bathroom 2000 1 500 $ 500 $ 2,500 New wall next to bidet 750 1 300 $ 300 $ 1,050 Repair existing ceilings 1500 1 250 $ 250 $ 1,750 Enclose shower area 600 2 200 $ 400 $ 1,000 Reinforce walls for new vanities 400 2 150 $ 300 $ 700 PAINTING $ 2,500 Pintura Interior, parades, techos, puertas, baseboards, marcos 2000 2 250 $ 500 $ 2,500 PLUMBING $ 7,200 Master bathroom relocate Jacuzzi 1500 1 $ - $ 1,500 Master bathroom_reloeate shower 2000 1 $ - $ 2,000 Master bathroom_ relocate sinks 2500 1 $ - $ 2,500 General Plumbing Materials 450 1 750 $ 750 $ 1,200 BATHROOM FIXTURES $ 6,900 Master Faucets 200 2 500 $ 1,000 $ 1,200 Sinks (Including bar, bar at master) 200 2 400 $ 800 $ 1,000 Toilettes 100 1 400 $ 400 $ 500 Shower Fixtures 100 1 1200 $ 1,200 $ 1,300 Jacuzzi & Jacuzzi fixtures 400 1 2500 $ 2,500 $ 2,900 ELECTRICAL & LIGHTING $ 4,750 Relocate all recessed light 500 8 50 $ 400 $ 900 New recessed lights (master bedroom and bedroom 2) 800 18 50 $ 900 $ 1,700 Replace all switches by dimmer, outlets plates, 250 10 40 $ 400 $ 650 New outlets 600 8 50 $ 400 $ 1,000 Electrical materials 1 500 $ 500 $ 500 FLOORS $ 10,940 Master bathroom floor tile 1500 120 12 $ 1,440 $ 2,940 Master bathroomshowerarea 500 20 20 $ 400 $ 900 Master bathroom walls 1500 200 12 $ 2,400 $ 3,900 Master bedroom wood floors/ using existing at bedroom 3000 80 2.5 $ 200 $ 3,200 AIR CONDITIONING $ 4,750 AHU & Ducts Cleaning 750 1 0 $ - $ 750 Relocate existing vent & duds 3000 1 1000 $ 1,000 $ 4,000 MIRRORS, GLASS DOORS & GLASS PANELS $ 7,500 Master bathroom_mirror 250 1 1500 $ 1,500 $ 1,750 Master bathroom shower glass doors 250 1 2000 $ 2,000 $ 2,250 Master bathroom toilette glass panels and doors 250 1 2500 $ 2,500 $ 2,750 Master closet mirror 1 750 $ 750 $ 750 MILLWORK $ 4,250 Master bedroom Closet 1 2000 $ 2,000 $ 2,000 Master bedroom vanity 1 1500 $ 1,500 $ 1,500 Master bedroom_linen closet 1 750 $ 750 $ 750 TOTAL PROJECT 55 40.0 ESTIMATE FOR WORK 7 0 a B B , E PERFORMED F , O R M95.11f IM A1ILY, 1098 NE 96st Miami Shores 33138 SCOPE OF WORK: Interior Renovation of existing master suite ATELIER & PROJETS LLC 18OR f QTY $ UNIT iTOTAL MAT TOTAL DEMOLMON $ 3,550 Master Remove wall partition at master bedroom 1000 1 $ - $ 1,000 Remove vanity, sinks, toilette, bidet 400 1 $ - $ 400 Remove master closet 250 1 $ - $ 250 Remove bathroom tile at floors and walls 1000 1 $ - $ 1,000 Remove Jacuzzi 400 1 $ - $ 400 Demolition materials 1 500.00 $ 500 $ 500 NEW WALLS & CEILINGS, WAIL REPAIRS & WALL REINFORCEMENT $ 7,000 New wall between w.in closet and bathroom 2000 1 500 $ 500 $ 2,500 New wall next to bidet 750 1 300 $ 300 $ 1,050 Repair existing ceilings 1500 1 250 $ 250 $ 1,750 Enclose shower area 600 2 200 $ 400 $ 1,000 Reinforce walls for new vanities 400 2 150 $ 300 $ 700 PAINTING $ 2,500 Pintura Interior, parades, techos, puertas, baseboards, marcos 2000 2 250 $ 500 $ 2,500 PLUMBING $ 7,200 Master bathroom relocate Jacuzzi 1500 1 $ - $ 1,500 Master bathroom_relocate shower 2000 1 $ - $ 2,000 Master bathroom relocate sinks 2500 j 1 $ - $ 2,500 General Plumbing Materials 450 1 750 $ 750 $ 1,200 BATHROOM FIXTURES $ 6,900 Master Faucets 200 2 500 $ 1,000 $ 1,200 Sinks (including bar, bar at master) 200 2 400 $ 800 $ 1,000 Toilettes 100 1 400 $ 400 $ 500 Shower Fixtures 100 1 1200 $ 1,200 $ 1,300 Jacuzzi & Jacuzzi fbctures 400 1 2500 $ 2,500 $ 2,900 ELECTRICAL & LIGHTING $ 4,750 Relocate all recessed Tight 500 8 50 $ 400 $ 900 New recessed lights (master bedroom and bedroom 2) 800 18 50 $ 900 $ 1,700 Replace all switches by dimmer, outlets plates, 250 10 40 $ 400 $ 650 New outlets 600 8 50 $ 400 $ 1,000 Electrical materials 1 500 $ 500 $ 500 FLOORS $ 10,940 Master bathroom floor the 1500 120 12 $ 1,440 $ 2,940 Master bathroom shaver area 500 20 20 $ 400 $ 900 Master bathroom walls 1500 200 12 $ 2,400 $ 3,900 Master bedroom wood floors/ using existing at bedroom 3000 80 2.5 $ 200 $ 3,200 AIR CONDITIONING $ 4,750 AHU & Ducts Cleaning 750 1 0 $ - $ 750 Relocate existing vent & ducts 3000 1 1000 $ 1,000 $ 4,000 MIRRORS, GLASS DOORS & GLASS PANELS $ 7,500 Master bathroom mirror 250 1 1500 $ 1,500 $ 1,750 Master bathroom shower glass doors 250 1 2000 $ 2,000 $ 2,250 Master bathroom toilette glass panels and doors 250 1 2500 $ 2,500 $ 2,750 Master closet mirror 1 750 $ 750 $ 750 MILLWORK $ 4,250 Master bedroom Closet 1 2000 ' $ 2,000 $ 2,000 Master bedroom vanity 1 1500 $ 1,500 $ 1,500 Master bedroom_linen closet 1 750 $ 750 $ 750 TOTAL - PROJECT ,340 =0 Permit No: 12 -192 Job Name: February 14, 2012 Miami Shores Village Building Department Building Critique Sheet 1) Provide all permit applications prior to any further review. 2) Provide corrections for electrical. 3) Provide energy calculations forthe altered area. rovide the wind load design criterion. The Miami Shores ordinance requires all exterior walls to be made of concrete or asonry. No wood framing for exterior walls. entify all interior bearing walls in the altered area if any. Provide a detail showing the new window opening including the required filled cellswith 1 ,/#5 at each side. Provide a buck and waterproofing detail for the same. 8) The plans must show the insulation requirements. 9) Provide a roof repair permit for the roof penetration. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 185273 Permit Number: EL -3 -12 -395 Scheduled Inspection Date: March 06, 2013 Inspector: Devaney, Michael Owner: MOSHELM, SUZY Job Address: 1098 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ELECTRICAL MASTERS INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060143460 Phone: 305 -265 -7996 Building Department Comments NEW RESSES LIGHT FIXTURES, RELOCATE EXISTING OUTLETS AND SWITCHES Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 170807. Receptacle next to tub to have G. F. I .protection. All low voltage permits to be finaled also. March 05, 2013 For Inspections please call: (305)762 -4949 Page 20 of 43 a • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit N — 7' 77 --=`•;,, • B------- Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): °k12-1. fr‘c1C7Fie1 M Phone#: Address: 101e NM 656 401- city: Nttfthikk 470P Pee5 State: F-A-7 zip: -331 3g Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 1015 iqe- 66 4.71- City: Miami Shores County: Miami Dade Zip: 3313 P Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ececra, t Phone.: kia-6 Address: 421617e9 A 60 1' ya. 1— City: A-4 k eit.e+n. t State: 77:--• L Zip: *8'6 W Qualifier Name: re--),..„,..,,o, --k--a...,:„.„,,,,,,,,, Phone#: State Certification or Registration #: Certificate of Competency #: '::)4 E. 0 do Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ #.)5 0 0 Square/Linear Footage,of Work: Type of Work: ClAddress alteration ONew ORepair/Replace DDemolition Description of Work: NJ KV,•-g-t-A) (46RT FIY NlbeS / Relocfc-rs' -t)(ts-r- ouTtATC f -to riTA-VerS ***************************************pees******************************************** Submittal Fee $ Permit Fee $ X ki; 0' 3 ft/ CesCF $ COICC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 141 . fri.- toitd 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 Mat 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 F.T.FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT.FRS, HEATERS, TANKS and AIR CONDmONERS, 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 COMMENCEMENTS" 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 /// / ' Owner or ", ent The foregoing instrument was acknowledged before me this CP day of h.1Ap% L O 2(13-y SON ilkzr .e1 blA. who is personally known to me or who has produced As identific , • NOTARY RUBL Sign: c`• Print: The foregoing day of F/ . , 20 Contractor nt was acknowledged before me this who is personally known to me or who has produced as identification and who did take an oath. CARMIN TIWT MY COMMISSION # EE 003582 EXPIRES: June 26, 2014 BMW Tin Nuay Public UndurivrItera My Commission Expires: APPROVED BY 7 AMRI REYES si Notary Public • ; tate of Rorida My Comm. Ekes May 11, 2014 Commission # DD 972316 * * * * * * * * * * * * * * * * * * * ** ** �(44/4-2 °/Z Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk 07 -28 -2010 ALEX SiNK CHIEF FINANCIAL OFFICER STATE F DEPARTMENT OF FINANCIIAL SERVICES DIVISION OF WORKERS' "CO'MPENSATiON * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' . COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 07/28/2010 EXPIRATION DATE: 07/27/2012 OSVALDO SR PERSON: RODRIGUEZ FEIN: 650719139 BUSINESS NAME AND ADDRESS: ELECTRICAL MASTERS INC 8400 SW 14TH STREET MIAMI FL 33144 SCOPES OF BUSINESS OR TRADE: 1- REGISTERED ELECTRICAL CONTRACT * IMPORTANT: Pursuant to Chapter 440 . 05(14) F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation aader this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of • election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time ler failure of the person named on the certificate to meet the requirements of this section. /C -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-08 QUESTIONS? 48501 493 -9609 1TATE OF FLORIDA )EPARTMERI OF FINANCIAL SERVICES )(VISION OF WORKERS' COMPENMTION CONSTRUCTION INDUSTRY ERTIFRCATE OF ELECTION TO SE EXEMPT FROM FLORIDA t1ORKERS' COMPENSATION LAIN fFECTIVE 07/28/2010 EXPIRATION DATE: 07/27/2012 'ERSON: OSVALDO RODRIGUEZ SR EIN: 660719139 IUS(NESS NAME AND ADDRESS: ELECTRICAL MASTERS INC 8400 SW 14TH STREET MIAMI FL 33144 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE COPE OF BUSINESS OR TRADE 1- REGISTERED ELECTRICAL -CONTRACT IMPORTANT O Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election i- under this section may not recover benefits or compensation under this D chapter. H • Pursuant to Chapter 440.05(12), F.S., Certificates of election to be Rexempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE a1 Carry bottom portion on the job, keep upper portion for your records. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION e ELECTRICAL CONTRACTORS LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 RODRIGUEZ, OSVALDO ELECTRICAL MASTERS INC 8400 SW 14TH ST MIAMI FL 33144 Congratulations! -With this license you become one of the nearly one million Floridians licensed by the Department of Business and Profess;onal Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, piease log onto www.myfloridaticense.com, There you can find more information about our divisions and the regulations that rnpact you. subscribe to department newsletters and learn more about the 'Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly, We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Fiorida, and congratulations on your new icens& DETACH HERE --•4 -,•-m•- ^_-_-_,^-^ • - --y•-- - A-0# 5097713 STATEOFFLORIDA siNOSs AND tRovz NAL REGuLATION CONTRACTORS LIC I G BOARD SE DEP (850) 487-1395 Mit Of ft0TWA AC SP417713 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULAT/ oN E1R002,3057 ,10 107007792 REG ELECTRXCL CONTRACTOR RODR I GUE ELECTRICAL •ThR5 INC ( INDIVIDUAL L LOCAL LICENSING i ''' S PRIOR TO CONTRACT/ AREA) HAS REGasTERED ender the ptevisites of Ch.489 expirat4en tlete: AUG 31, 2012 140.0i1601563 3A, E GAT CH ti/UAIBEIR. - 1. 08/2,$ /20.0 11,07:Q0779,2 • tnti.01;0.$.47 The ELECTRICAL CONTRACTOR „ Named below HAS REGISTERED Under the provisions of Chapter- iration date: AUG 31, 2,012 —P- NIVIDUAL MUST KEET ALL TC REQUIREMENTS PRIOR TO CONTRACT Rornawsz, OSVALDO ELECTRICAL MASTERS INC 844S NE 2 AVE MIAMI PL 33138 CHI XZ GRIST GOVERNOR DISPLAY AS REQUIRED BY LI14 SECRETARY 2011 RECEIPT NO. 30- 3837982 CC NAME / LCCATI i. ELECTRICAL MASTERS. INC 8400 SW 14 ST OWNER ELECTRICAL MASTERS I SEE BACK OF , RECEIPT FOR A . LIST OF r G - PARTICIPATING MUNICIPALITIES Rematotholoarnmat .forgalloolamoty tvbznetwrkistobe dyne. !2011 02290007091 000200.00 .A.c rows 20 t2 PT %KIT. OF FL SEC_ 10-: 2 97E000013 >'y 'RECF€-r: :lGLDER MAY CC BuSIn S A CONTRACTOR SERE HEREON. ELECTRICAL CONTRACTOR DO NOT KIRWARD ELECTRICAL MASTERS INC OSVALDO RODRIGUEZ SR PRES 8400 SW 14 ST MIAMI FL 33144 lfitill Iil11, 1110111, 141111 11111161M11111111111,11111111111 VOX `SRS 4 ST DADE COUNTY S'INC RACTOR RENEWAL 5790 -2 CC 0 97E100003 /07/2011 9000.002 75.00 SEE OTHER SIDE DO PM' FORWARD ELECTRICAL RODRIGUEZSSRNPRES 8400 SW 14 ST MIAMI FL 33144 11111111111111111111111111111111111111111111111111111111111 491) TQB Taxies Goolffying Board BUSINESS CERTIFICATE OF COIMPETENCY r 97E 3 D.B.A.: lOotidtaateada To: Page 1 of 1 2012 -02 -29 17:05:05 (GMT) From:. . OP ID: MA AICORUe �,,..- CERTIFICATE OF LIABILITY INSURANCE DATE (MMtDONYYY) 02129/12 'THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER _ 305- 223 -2533 2700 SW 137 VEmkem 305-22047766 Miami, FL 33175 Teresa R. Carrnona, Agent ACT III . Ext): I PAX E -MAUL PROOUCE PRODUCER ELECT -1 CUSTOMER ID /: INSURER(S) AFFORDING COVERAGE NAIC 0 INSURED Electrical Masters Inc. 8400 SW 14TH Street Miami, FL 33144 INSURERA: Florida Citrus, Business (FUB) OCCUR INSURERS: Travelers Insurance Co. INSURER C : 10109/11 INSURER D : EACH OCCURRENCE INSURER E : 1,000,000 INSURER F : UAMAGt 70 RENIEU PREMISES (Ee ocaurerlce) RAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE INSR WW1 POLICY NUMBER DIYYYY) (MMJDDIYYYY ) LIMITS B GENERAL UABILRY COMMERCIAL GENERAL LIABILITY OCCUR 680- 7A846384 BLANKET ADD'L INSURED 10109/11 10/08/12 EACH OCCURRENCE $ 1,000,000 X UAMAGt 70 RENIEU PREMISES (Ee ocaurerlce) $ 50,000 I CLAMSMADE I I MED EXP (Arty one person) $ 1,000 PERSONAL & ADV INJURY $ 1,000,000 X GENERAL AGGREGATE $ 2,000,000 GENL AGGREGATE UM' APPLES PER POLICY r & [1 LOC PRODUCTS - COMPIOPAGG $ 1,000,000 —I $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLALIAB EXCESSLIAB OCCUR CLAMS-MADE EACH OCCU RENCE $ _ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER /EXECUTIVEYa OFFICER/MEMBER EXCLUDED? (Mandatory In NH) I describe under DESCRIPTION OF OPERATIONS below N!A 10640035 04/01/11 04/01/12 X (TORY LAIS p I Pat E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS t LOCATIONS t VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) Electrical Contractor CANCELLATION CITYMI1 City of Miami Shores Fax:305- 756 -8972 10050 NE 2 Ave Miami, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED �'/ Cep ACORD 25 (2009/08) 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 1 1 �V Job Name Ew-c-- CRITIQUE SHEET /2 " ,3-J fP /V- 2 et, s v 1- AL lece 3,9° 6 ce,/,,P ,-p ere s A/ /2 %t p, r:::ePiz 2 �.� , P fre,ESi 7 ',r-'>'/ c,, -i /9-/-- /74fe-"E fir °7 %e, A- a de-R R s lz ; .�� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178895 Permit Number: MC -3 -12 -394 Scheduled Inspection Date: September 26, 2012 Inspector: Perez, JanPierre Owner: MOSHELM, SUZY Job Address: 1098 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: AIR Q INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1132060143460 Phone: (786)486 -7810 Building Department Comments A/C RELOCATION ,NEW DUCT WORK AND EXHAUST FANS Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments September 25, 2012 For Inspections please call: (305)762 -4949 Page 33 of 41 Miami Shores Village Building Department 1111 cy�ti; v� �s 4 10050 N.E2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762A949 BUILDING Permit No.MD PERMIT APPLICATION Master Permit No FBC 20 Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): � z.kt9 'v i Phone#: Address: \o 8 City: Mt k 443 State: L Zip: 1 3 P. Tenant/Lessee Name: Phone#: Email: JOB ADDRFSS: 1 0 ct % E (0 J_c City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: 9 CONTRACTOR: Company Name: Address: I O t b 6 City: -W1 I. L WI s , v _ ,:roc 2 GZ State: Qualifier Name: t P. �y p State Certification or Registration #: (M C/2 4 / / ? 6 Certificate of Competency #: a� ;mac ye.koa DESIGNER: Architect/Engineer: Phone#: Phone#: 3 6- 4 b` V 0 Zap: 3 3 / 6 S" P h o n e # : g 6' i 2 ? P 6o Contact Phone#: -7 S 6 ` 6 ° ? O to Email Address: Value of Work for this Permit $ .Z t 0 0 0 0 Square/Linear Footage of Work: N O a 5 F Type of Work: ❑Address liklteration ❑New�j Description of Work: e C o Mnn (Jt sS oC i al 9 b c9 E ev G(�C Y a © ORepair/Replace 2t L V C) C te1" A ODemolition lJ e u c� el_ wie ct * ** s ************************ * ****** **p Submittal Fee $ Permit Fee $ Scanning Fee $ . Radon Fee $ Notary $ Traini gg/Education Fee $ Double Fee $ Structural Review $ CF $ CO /CC $ DBPR $ Bond $ Technology Fee $ 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. 1 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 AFI 1DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building pennit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or A ] ^ X� The foregoing instrument was acknowledged before me this day of 1 (.r;°20 (Zby v Y din-- who is personally known to me or who has produced As identification and who did take ... Signature Contractor ®® The foregoing instrument was acknowledged be f 1 e me this (0 day of n.e (ro. 20 who is personally kn+to me or who has produced NOTAR Si as identification and who did take an oath. UBLIC: Print My Commission Expires: NOT Sign: Print: PUB iEw:,. My Commission Expires: b . (i4,' Structural Review (Revised 07/10R)T)(Revised 06/10/23)(Revised 3/15/09) Zoning Clerk ALONSO -_Q -- 1 AIR 9010' 3 ST SCEMPIX Flo 33165' you Won* we tit ewiness roger froth wdlitedirita they keep 'e g (9 0) 401 -1395 ,_ WOrk o :. # we do t wder _. �. t '. 7 or Thew you Mb* mote Informatica WM ( impart you, swede* to depownentnewatiers Dripenweds Our *t' a Deparbeent isc license Moly. } to 3AfC #'i,'ir4 rr AIR .Q _INC ROA0LF0 ALQNSO 9010 SW 32. ST MIAMI FL 33145 Acv IJ CERTIFICATE OF LIABILITY INSURANCE DATE (MMMDDtYYYY) 2/24/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATlVEI.Y OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER. AND THE CERTIFICATE HOLDER. t ANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION 15 WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on ttds certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Dopazo and Associates 3900 NW 79th Ave Suite 700 Miami FL 33166 CONTACT Maximo Dopazo CPIA ( Ne Edit (305)470 -8500 AIC. FAX Nov, (305) 670 -0111 A DRESS: info@ dopazo . corn INSURER(S) AFFORDING COVERAGE NAIL I INSURER A :Cypress Property & Casualty ty 10953 INSURED Air-42 Inc 9010 SW 32nd ST Miami FI. 33165 COVERAGES INSURER 9: INSURER C : INSURER D : INSURER E: INSURER F : CERTIFICATE NUMBER.196026_ 85 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE GENERAL LIABILITY x COMMERCIAL GENERAL LIABILITY lCHUMS -MADE 1$1 OCCUR GEM AGGREG'AT'E LIMIT APPLIES PER i1 POLICY' f yF T fl Loc AWESOME LIABILITY ANY AUTO ALL CANNED AUTOS HIRED AUTOS ADDLSUBR Ink Mat- POLICY NUMBER POUCY EFF (MMIIMIDWYYVYL POLICY EJCP LIMITS G87.1007999 -02 9/23/2011 9/23/2012 EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occunense) MED EXP (Any one Person) PERSONAL 8 ADV INJURY $ 1,000,000 $ 100,000 5,000 1,000,000 1,000,000 1,000,000 GENERAL AGGREGATE PRODUCTS - COMPR3P AGO SCHEDULED AUTOS NON - OWNED AUTOS CC BIa NED�SINGLE UMrr BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (PeraccalM UMBRELLA LUIS EXCESS LIAB OCCUR CLAIMS -MADE DID 1 1 RETENTIONS EACH OCCURRENCE AGGREGATE WORKERS COMPR7(SATION AND EMPLOYERS LIABILITY Y IN ANY PROPRBETORIPARTNEWEXECUTIVE n OFFICER/ MEMBER EXCLUDED? (Mandatory M NH) DESGRIPTON OF OPERATIONS below NIA $ WC STATU- I IOTH- TORY LIMITS ER E.L EACH ACCIDENT EL DISEASE - EA EMPLOYEE EL DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS /VEHICLES (Attach ACORD 101, AddRtonal Remarks Schedule, If mare space Is requhed) Air Conditioning service and installations. CERTIFICATE HOLDER CANCELLATION arc/ .gonzaloegmail.com Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY of THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATNE M Dopazo CPIA/AdAD ACORD 25 (2010105) INSD26 rim oten of 0/ 1988 2010 ACORD CORPORATION. All rights reserved. This Amman nsrnne Anti Irmo Oros rani efAr a rI mark of Af f1Rfl Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. _p tri- Master Permit No,e.G [2— tw__ Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): 7u tOSMI 1 Phone#: Address: 'lose N elr City: NW1 ‘7BOYATS State: Zip: 33 1 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 1 05 6 N E '56 91" City: Miami Shores County: Miami Dade Zip: 3 t3 S Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: '� 7O U City: 1_ L i Qualifier ame: NO Flood Zone: ivtai luar�iwG CPS ne #: &C a- f/ a) Zip: Phon State Certification or Registratio #: Contact Phone#: rtificate of Com to y #: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ -3 ° Square/Linear Footage of Work: Type of Work: OAddress Alteration DNew DRepair/Replace ODemolition Description of Work: t L' ut- T,J lA M014 t\' N fuel *** ****** *** * * * * * * ** ** * * * * * ** * * * ** *** * *F * *** * * * * * * * * **** • *ix*** ** * ** ****** *a * * ** * * * ** Submittal Fee $ Permit Fee $ .2 ) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ OZ 4 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 FT.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owne •r Agent The fore og ing instrument acknowledged before me this day of `20� , by �� a-I < &Q-1 Yvt , who is personally known to me or who has produced As identificati NOTARY PUBLI Sign:�� Print: C rr4- Yt-- • or The forego g instrument was ac .. n wledged before me tiis�( day of � , 20 `, by Te,.2A 0(-- p 71-dio , who is personally known to me or who has produced as identification and who did take an oath. ,*1 MY COMMISSION # EE 003562 a EXPIRES: June 26, 2014 Bonded Thru Notary Public underwriters My Commission Expires: 17 Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***********+x****** * * *+ nix* * ******** **** * ****** *** * * * *** ****** * * * ** * ********* * ** APPROVED BY P lans Examiner Zoning (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Structural Review Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: 1-1,0•11. ?LUZ/ i06 C 1'7' O%-/11 f • BUSINESS ADDRESS: W!/ (. CITY STATE ZIP CODE BUSINESS PHONE: CELL PHONE aorp QUALIFIER'S LIC NUMBER: FAX NUMBER gOITX 7e?-6 77 QUALIFIER'S NAME: l \e/16 dei (r* E -MAIL ADDRESS (IF APPLICABLE): lajeW,C /4-dt- • e_ati• Created on 3119109 BY MLDV 1 RV 3126109 MLDV MIAMI -DADE- COUNTY. TAX COLLEcTOA 140 W. FLAGLER ST fi_StPLOOR IAMI, "EL 33130 591873 -6 BUSINESS NAME / LOCATION LONCUS PLUMBING CONTRACTOR 1331 SW 84 CT 33144 UNIN DADE COUNTY 2011 LOCAL BUSINESS TAX RECEIPT MIAMI -DADS COUNTY - STATE OF FLORIDA" :s EXPIRES SEPT.30. 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 1 ;-U3 iS NOT A rIILL - LICE NOT PAS RENEWAL RECEIPT NO. 617415 -5 STATED £FCI428066. OWNER _LONCUS PLUMBING - CONTRACTOR INC -' sec1 PLUM NG CONTRACTOR THIS IS ONLY. A -LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING. LAWS OF THE COUNTY OR CRIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE.. REQUIRED BY LAW: THIS IS NOT A CERTIFICATION OF ONH.OLDER'S OUALIFICA- FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 PAYMENT RECEIVED MIAMI -DAOE COUNTY TAX COLLECTOR: r 07112/2011 60060000085 U00.075:.p0_ .t 4144 .•f r ;� SEE OTHER SIDE DO NOT FORWARD LONCUS PLUMBING CONTRACTOR INC REMBERTO BELLO PRES 1331 SW 84 CT MIAMI FL 33144 1111l111n,IIIJ1111111 11111 II 17111/ 111111111/ II 1111111i II IIlfJ .+41:: cwPt 441000.0.-- CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 11/16/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER A&A Underwriters, Inc. 8796 SW 8 St Miami, Fl 33174 comer Pablo M Conde NAME: WC No, Eat): 305- 220 -7447 FAX N,); 305- 220 -4821 ADD Imo: pmc@aaunderwriters.com INSURER(S) AFFORDING COVERAGE NAICS INSURERA : Scotsdale Insurance Company LIABILITY COMMERCIAL GENERAL LIABILITY INSURED Loncus Plumbing Contractor inc. 1300SW70Ave Miami FL 33184 INSURER B : Business First Insurance Company CPS1286506 INSURER C: 11/16/12 INSURER D : $ 1,000,000 INSURER E : $ 100,000 INSURER F ERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REppDppU�CED BY PAID CLAIMS ILSrnR TYPE OF INSURANCE INNS SWVD POLICY NUMBER (MMIDD/YYYY) (MM/DD/YYYYI LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY CPS1286506 11/16/11 11/16/12 EACH OCCURRENCE $ 1,000,000 DAMAGE REMMIES (Ea occurrence) $ 100,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT_ AGGREGATE POLICY LIMIT APPLIES Ja PER: LOC PRODUCTS - COMP /OP AGG $ 1,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — AUTOSULED AUTOS COMBINED LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per acddent) $ (PReO�DAMAGE $ $ UMBRELLA UAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ la WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE = OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A 521 -01010 08/13/11 08/13/12 WC STATU- TORY LIMITS 011-1- ER EL EACH ACCIDENT $ 1,000,000 EL DISEASE - EA EMPLOYEE $ 1,000,000 EL DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) CERTIFICATE HOLDER CANCELLATION MIAMI SHORE VILLAGE 10050 NE 2 AVENUE MIAMI SHORE, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD PDF created with pdfFactory Pro trial version www.pdffactorv.com STATE OF FLORIDA DEPARTMENT OF 'BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 BELLO, REMBERTO LONCUS PLUMBING CONTRACTOR INC 1300 SW 70 AVENUE MIAMI FL 33144 Congratulationsl With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Department's initiatives. Our mission at the Department is: license Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license DETACH HERE DATE BATCH NUMBER 81,448 REC MAY 172012 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE 01? ACCEPTANCE (NOA) Universal Impact Windows & Doors, Inc. 1675 West 31st Place Hialeah, FL 33012 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 �maimi e. ov/buildi /02 This NOA is being issued under the applicable rules and i 'gtu a i d go/e g the use ol'construciion materials. The documentation submitted has been reviewed b Iijii -Dad ounty Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Mi.. i Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 7000 Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. W07 -18, titled "S -7000 Aluminum Fixed Window (L.M.I.) ", sheets .1 through 3 of 3, dated 03/05/07, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.L., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page 2-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. APPROVED NOA No. 08- 0206.03 Expiration Date: June 5, 2013 Approval Date: Jane 5, 2008 Page 1 Universal Imnact Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 -18, Sheets 1 through 5 of 5, titled "S -7000 Aluminum Fixed Window (L.M.I.) ", dated 03/05/07, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 7000 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -4673, dated 04/07/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated 11/14/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & CO., Inc. for "DuPont Sentry Glass Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex HIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NOI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. F. STATEMENTS '1. Statement letter of conformance, dated March 3, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 3, 2007, signed and sealed by Humayoun Farooq, F.E. 3. Laboratory compliance letter for Test Report No. FTL -4673, issued by Fenestration Testing Laboratory, Inc., dated 01/26/07, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. None. E -1 Manuel Pe Product Control E er NOA No. 08-0206.03 Expiration Date: June 5, 2013 Approval Date: June 5, 2008 8' MAX. 12' MAX. FROM ENDS I © HEAD/SILL Ih----_ li� II , n , Ir _ I 1 I I FALSE 191141969 MAY (SURFACE USED WIN001Y WIDTH TYPICAL ELEVATION DLO. HEIGHT = FRAME HEIGHT - 3.750" D.LO. WIDTH g FRAME WIDTH - 3.750' THESE WINDOWS ARE RATED FOR LARGE MISSILE IMP T. SHUTTERS ARE NOT REQLMRED. S -7000 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI -ME COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN WAREN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. THIS PRODUCT HAS BEUI DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA / �BU,,.I,L�DING CODE 2004 EDITION INCLUDING (HN•R) HIGH VELOCI1Y HURRICANE ZONE . W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SIT TO BASE MEWL SHALL BE BEYOND WALL DING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INd.U01NG BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME P410 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORTOA, BUM CODE SECTION 2003.8:4. =Et MIMEO VERTICALLY WIDTH ANO ORHORQON YASSHOWWNA NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) 3/18° HEAT SIRH4'D CLASS 3/18" HEAT STREW° GLASS DESIGN LOAD C6PACITY -,P8P WINDOW DIME. , ''8' 08 WIDTH LENGTH EXT. (4) INT. 1 -) • 24' 50.0 115.0 30' 90.0 110.0 36' 90.0 118.0 42' 90.0 115.0 48' BO, 90.0 115.0 54' 90.0 115.0 80' 90.0 110.0 68" 90.0 115.0 78" 90.0 110.0 24" 90.0 118.0 30' 90.0 115.0 36' 90.0 115.0 42' 72° 90.0 115.0 48' 90.0 115.0 84" 90.0 115.0 80" 90.0 115.0 24' 90.0 118.0 30 90.0 115.0 36" 84' 90.0 115.0 42" 90.0 115.0 48' 90.0 115.0 24' 90.0 118.0 30° 90.0 115.0 36" or 90.0 115.0 42' 00.0 110.0 37' 90.0 115.0 42" 90.0 118.0 .48' 90.0 118.0 53 -1/8" 90.0 118.0 37" 90.0 115.0 42' 74 -1/4` 90.0 115,0 48' 90.0 118.0 53 -1/8' 90.0 115.0 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING 4FELONS li j. HIMM —DARE COUNTY APPROVED MULLION & ARUM ANCHORS SEE SEPARATE NOA SEE ELEVS. FOR SPACING SEE EMS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CURL --A —TECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SP1 NG ,i/4" Jaz= INTO 20Y WOOD BUCKS OR W000 STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MM. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy m 38 KSl MM.) ALUMINUM i 1/8" TNK. MIN. (6083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AtILOMILSULSELLIIBILLualcBEIS INTO MIAMI —DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ARGUOILMILESSAM INTO CONCRETE AND MASONRY 1 -3/8" ANN. INTO WOOD STRUCTURE a 3/4" MIN. INTO METAL STRUCTURE ■ 1/2" MIN. MA'AM FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH SEAM SEALER. FAR+ Mt HUAUYOWy FAn000 1saa7 NOV 1 '$ 2007 drawing no. W07 -18 (sheet 2 of 3 ) MN PART Qumran nisscifirrioN Imam marne./supeuno/miensoi 1 81001 4 WINDOW FRAME 8053-T5 - U-500 4 CLAMS STOP 5083-T5 - 3 PO X 1° 2/ CORNER ASSEMSL SCREWS CRS PH SMS 4 AS RECD. CLAMS COMPOUND SUCONE - 5 UA-5012 AS RES10. CIMINO VINYL SOFT PVC - 2 CORNER DETAIL /4. SISM 1/4'. SHIM MAIL sy "-WOOD SUCK TYPICAL ANCHORS SEE ELEV. FOR SPACSUF TYPICAL ANCHORS SEE ELEV. F'OR SPIC840 EXTERIOR drawing no. W07 -18 BUILDING CODE COMPLIANCE OFFICE (BC PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA wERMETTRO-GDADREsFIAGLERSBUILDI60NG3 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (Nc ) r.,4\ PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rul and governing the use of construction materials. The documentation submitted has been v'eW\ rami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C-740 Outswing Aluminum Casement Window -L.NLI. APPROVAL DOCUMENT: Drawing No. 7045-8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05-1129.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. www.mahnidaule.gov/buildinueode NOA No. 08-0117.11 Expiration Date: May 22,2013 Approval Date: May 15,2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23 /05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 32.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- No. FTL 3587 dated 10/8/02, signed and sealed by Jo _ - • h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0 ' .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 32.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03-0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03-0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11 /21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05121/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th <•r 'es C -740 Aluminum Casement Window — L.M.I., approved • , + 3/06, exp',� f + / 2/08. Manuel P = P.E. Product Contro i iner NOA No. I v; 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W1 AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. CONFIGURATIONS OPTIONS x 0 0 A � 3 � x o x x 0 x x 0 x UNEQUAL LtTES 0 UNEQUAL LITES 0 x UNEQUAL UTES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 • PARTS LIST 12 ANCHORAGE 1,3,4,13 E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1180 HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G.13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X XX, X0, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 1.4.4 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 144 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE °XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & r ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13° SPACING (2) ANCHORS.3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. £7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL- 3587, FTL-3729, FTL4607 AND FTL-4608. FJG Ogee 3/2E43 Beeskat B ADD 13118° I.O. & MOVE OLAZWG DETAILS TO SHEET 2 FIG 7/1043 C NO CHANGE THIS SHEET aonaer DO. gorkkoz FIG 0/23108 0 ADD 78°HT, GLASS TYPES FANDO.. REW8EANCHORAGE. aver Dre, *WW1* Do": F.IG 12117/02 NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Luca" A. Turner. RE PE #513201 Mechanical 1/8" ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED 1 GLASS E..-- 1/8" HEAT STRENGTHENED GLASS , 30 31 3/8" AIR SPACE — 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Pit /bad Br F.IL 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT }-- STRENGTHENED GLASS .85" NOM. GLASS BITE Naste 7/103 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 118° ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16° I.G. W/ 7/16" LAMI GLAZING DETAIL MODULI 82.k,V1811, 8 REDRAW QWZ7NG DETAILS & ADD 73/18' LG. NO CHANGE THIS SHEET ADD 73176' LAM! 1..G. W/7/ etall CORRECT 5/78' LAMS DETAIL GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT S"emma" CA-748 saer a.* NTSu I 2 13 7045 -8 LUCAS A. Tuner, P.E. PE 058201 Mechanical CENTERLINE 1 1/2" ANCHOR 11/2° LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) ear F.K SEE MID-SPAN ANCHOR DETAIL TYP. (2) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 4" MAX. —*- -1 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 13" MAX O.C. 4° M 4t MAX. 30" MAX -►- DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH 30" MAX. DAYLIGHT -.- OPENING A 69" MAX. DAYLIGHT OPENING 13" MAX. O.C. 4° MAX. 4" MAX. --►f r 141 MAX. O.C. TYP. ELEVATION "5 " -"XX" (SEE SHEET 7 FOR PRESSURES) 30" MAX. —DAYLIGHT OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69° MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 13" MAX. O.C. 1 -1' L 1 - 1 141/2" MAX. O.C. VENT HEAD & SILL ONLY 37° MAX. 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. 4 VENT TYP. ( ) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 76" MAX. HEIGHT PRODUCT wawa IISCOINtillgselSo the too k%. Deldica Rnotar CHANGE SHEETNO. REFERENCES Raetlap NNW Br F.K F.K. d"nn aA F.K Oar 7/10X19 we: 8129105 12/17/02 Ardehar C ADD WISE DETAILS CHANGE MAX HT. TO78°AND MAX DLO TO 89` POW 1070 TECHNOLOGY DANE NOR0M!S FL 34275 P.O. SQX 1529 NORMS, P7.34274 r_ Vi Better %(" & '7COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT ewrvm" m' CA -740 NTS m a 3 a 13 9"-""" 7045 -8 Luc" 7. Turner, PE. PE 9S8201 Mechanical / / \ .\ Q \, ,/ III 1 IIMIL NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69° MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 13" MAX. O.C. 1 -1' L 1 - 1 141/2" MAX. O.C. VENT HEAD & SILL ONLY 37° MAX. 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. 4 VENT TYP. ( ) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 76" MAX. HEIGHT PRODUCT wawa IISCOINtillgselSo the too k%. Deldica Rnotar CHANGE SHEETNO. REFERENCES Raetlap NNW Br F.K F.K. d"nn aA F.K Oar 7/10X19 we: 8129105 12/17/02 Ardehar C ADD WISE DETAILS CHANGE MAX HT. TO78°AND MAX DLO TO 89` POW 1070 TECHNOLOGY DANE NOR0M!S FL 34275 P.O. SQX 1529 NORMS, P7.34274 r_ Vi Better %(" & '7COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT ewrvm" m' CA -740 NTS m a 3 a 13 9"-""" 7045 -8 Luc" 7. Turner, PE. PE 9S8201 Mechanical e"d 6T F,K DENOTES HINGE LOCATION AT HEAD & SILL OF "X° PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL Dam 312!803 141/2° MAX. O.C. VENT HEAD & SILL ONLY B 13" MAX. O.c. -3T' MAX. WIDTH 30" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX O.C. 141/2" MAX O.C. 4" MAX 4" MAX I • 1 13" MAX. O.C. 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 30° MAX 53" MAX. -"- DAYLIGHT OPENING DAYLIGHT OPENING 13° MAX. O.C. 4° MAX. 1 4" MAX. 60" MAX. WIDTH 53" MAX DAYLIGHT OPENING A 69° MAX. DAYLIGHT OPENING 37" MAX. VET 60" MAX. FIXED I--- 4-13" MAX O.C. ELEVATION "E " - "O" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION IA 69" MAX DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) A 76" MAX. HEIGHT PRODUCT RENEWED the Mak CompOrs Winn Cca'a • No Rephethei CHANGE SHEET NO. REFERENCES Mrvd4.4 nom 8723108 fWbfine ADD HINGE NAIL 8 HINGE LOCATION NOTES Road* ,1. FTC 7J10/03 D CHANGE MAX HT. TO 78- ANDMAX DLO TO 89° banK amt 01"atatt* Aar F:K 12!17/72 F.K. 10707ECHNOLOGYDRME NOKOILIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 342T4 MGT viiiRj Ilel� ru, Coartintev y & p y 'X" "Q" "AO" "OX" ELEVATIONS Tft ALUMINUM CASEMENT WINDOW, IMPACT Sow CA-740 PITS Stoat 4 a 13 7045-8 D 1(72, (/o Luca" A Turn; P.E. PE 08201 Machantcal COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8"HS) B. 5116" LAMI (1/8 "HS,.090,1/8"HS) E. 13/16" LAMI (1 /8 "HS,318" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 80 83 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/6 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.8 70.0 -75.4 70.0 -72.4 70.0 - 69.9 69.9 -67.8 67.8 - 66.2 66.2 - 65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68A -63.9 63.9 - 60.0 60.0 - 58.5 58.5 - 56.2 56.2 - 53.4 53.4 -51.3 51.3 - 49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 - 45.8 45.6 - 43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.8 48.6 -45.2 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70,0 -75.0 - 60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 - 75.0 -39.7 70.0 39.7 +'Hive ° :a• PH Rift , •'' B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 87.9 - 59.0 59.0 - 52.8 52.8 -49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.8 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. 'X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH r-90.0170.0 PRODUCT RENEWED HicompHiata With teems %Mug Coda Aeeepa"tuali% IN TABLE 2A. "X" WINDOWS TEST REPORTS: FTL-4807, FTL -4608 lad GLAZING OPTIONS: C. 7/18" LAMI (3/16 "A,.090,3 /18 "HS) F.13116" LAMI (1/8 "A,AIR SPACE .7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH - 55.0 55.0 NOTES: A X 1. FOR INSTAUATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 812 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. iJ,�l ,�� - I �'t` Lutes A Turner. P.E. PO M�201 Mechanical +tem¢n EiG Cam 2 3P0 Revision 8 ADD CLASS TYPE E TO TABLES t a 4 1070 TECHNOLOGY DRIVE NOXOA88 FL P.O. IS FL NOX0W$ t'-i• 30274 PRESSURES - X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Maear boar 7/10/09 Rembnz C N0cwuuOE THIS SHEET oa F.iG t 6123105 Reebb D REVISE. ANCHORS &ADD 76° i lOtiT OPTXNt a"",ar FJ( vas. 1?/77102 Chew eler c 1 - Via* Bstter &mwvbt CA-740 m.a NTS anent 5 ar 13 j a"" 7045-8 a,a D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH GLAZING OPTION: A. 5/16" LAMI (118 "A,.090,1 /8"HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 83 NEG 37 A -75.0 POS 70.0 NEG -75.0 POS NEG POS NEG POS NEG POS NEG POS NEG POS 70.0 -75,0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 NEG -75.0 POS NEG POS NEG POS NEG POS 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 48 A -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.8 -66.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 68.5 -56.2 58.2 -53.4 53.4 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 63.8 -50.4 50.4 -47.7 47,7 X X 68 A 72 A -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -67.5 57.5 -64.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 87.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.6 43.5 -41.1 42.2 41.1 -39.7 39.7 -38.8 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (118 "HS,.090,1 /8"HS) E. 13/16" LAMI (1/8118,3/8" SPACE,5/16" LAMI -W/ 1 /8"HS,.O90,1 /8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/18115) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3116"A,.090,3/16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/18 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 - 55.0155.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 812 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. !Thad By: Date e6■10 fbc bater ar FX 6!23/08 RoWnsanz 0 REVISE ANCHORS 8 ADO TABLES 7r HEIGHT OPTION boon Ora w,maoder. Om,. F.IC 12/17162 1070 TECHNOLOGY DRIVE N0N0WIS. FL 34275 P.O. BOX 1529 NOXOMIB, FL 34274 Visibly Bearer PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT e.ru,"t CA -740 NTS aw 6 a 13 7045 -8 Rele D �y-- `z 1 v-Z -ryes Lucas A lamer, P.E. PE #55201 Mechanical COMPARATIVE ANALYSIS TABLE 8. WIDTHS °O" "X0X" GLAZING OPTIONS: A. 5/18" LAMI (118"A,.090,1/rHS) B. 5/16" LAM (1!8 "HS,.O90,1/5°HS) C. 7/18" LAMI (3MrA,.090,3H8'HS) E. 13116" LAMI (1/8 °HS,31r SPACE,5/16" LAMI -W/ 1/5°H8 .090,1/8°HS) F,13/16" LAMI (1/8 A,AIR SPACE,7116" LAM4.W13116°A,.090,3/16"HS) HEIGk1- 28 31 38 383/8 43 48 50 5/8 so 67 NEG POS NEG Pas 38 72 A -76.0 70.0 -75.0 70.0 NEG POS ■80 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS -75.0 70.0 -70.4 70.0 -60.4 80.4 -54.3 54.3 -51.1 51.1 -47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 70.0 C,F -90.0 70.0 -90.0 74 A -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -73.7 70.0 -57,9 67.9 -69.0 59.0 -52.8 52.8 49.9 -46.4 48.4 43.5 -41.1 41.1 -38.6 38.8 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 C,F -90.0 391/2 79 A -76.0 70.0 -00.0 70.0 -90.0 70.0 70.0 -75.0 70.0 -87.8 67.8 -90.0 -82.1 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 -90.0 -90.0 82.1 70.0' -55.7 55.7 -49.8 49.8 -46.9 46.9 -43.6 43.8 41.1 -38.6 38.6 -38.5 36.5 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -55.01 55.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 42 84 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 68.4 -80.0 -83.3 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -87.4 70.0 -832 70.0 -55.0155.0 83.3 -58.4 56.4 -53.4 63.4 -50.0 50.0 -44.3 44.3 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -75.0 70.0 C,F A -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -79.7 70.0 -75.8 70.0 -55.0 55.0 45 90 -75.0 -70.3 70.0 -58.0 58.0 -54.6 54.6 -69.3 59.3 -63.6 -50.9 47.5 -44.7 44.7 -42.1 421 -39.7 39.7 8,8 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F A -90.0 70.0 -90.0 -85.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 -81.8 70.0 70.0 -72.4 70.0 -892 692 -55.01 55.0 96 -75.0 70.0 65.0 -54.3 54.3 -51.1 61.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 42.5 -40.4 40.4 -38.4 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.0 70.0 -80.9 70.0 70.0 -70.7 67.3 44.1 -55.0155.0 -5321 632 50112 101 A -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 62.7 -48,7 48.7 -46.9 46.9 -43.5 43.5 -41.3 412 -39.2 392 -371 37.1 B,E C,F -75.0 -00.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 70.0 -70.3 70.0 53118 A -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 60.0 -48.1 46.1 -44.2 442 422 -66.8 -63.5 63.5 -60.5 80.5 40.1 -38.0 106 3/8 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 70.0 70.0 -75.0 70.0 -72.4 70.0 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.8 70.0 -78.4 70.0 70.0 63.0 -60.0 60.0 -57.3 54 108 -76.0 70.0 -58.2 58,2 -47.9 47.9 -44.5 44.5 -491 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 B,E -79.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -71.8 70.0 C,F -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 85.4 61.8 -59.1 59.1 56.4 -52.81 52.8 -48.4148.4 -4521 45.2 5512 111 A -75.0 -57.1 57.1 -46.4 48.4 -43.3 43.3 -47.5 47.5 -43.9 42.2 40.8 39.1 -372 37.2 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0. -75.0 70.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 70.0 -88.4 63.6 60.1 67 114 A -75.0 70.0 -56.2 682 -44.8 44.8 -42.1 42.1 -482 46.2 -41.2 41.2 39.8 38.5 -36.7 36.7 -34.8 54.8 -48.81 482 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -73.3 C,F -90.0 70.0 -90.0 5812 117 A -742 70.0 -56.0 70.0 55.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 70.0 -68.7 66.7 -81.8 68.7 -43.4 43.4 -40.9 40.9 -44.8 44,8 -41.3 41.3 -40.2 402 -38.7 38.7 -37.6 37.6 -532 -342 532 -49.4149.4 342 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 70.0 70.0 68.4 120 • C,F -90.0 A -72.9 70.0 -90.0 70.0 70.0 -53.4 53.4 -90.0 -42.2 70.0 422 -90.0 70.0 -39.7 39.7 -79.4 -43.8 70.0 -89.0 69.0 -64.9 -60.4 60.4 43.6 40.4 -39.2 392 -37.6 37.8 -36.7 67.3 -54.5 -35.5 35.5 -51.6 51.6 41.7141.7 -33.7 33.7 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 -75.0 70.0 70.0 70.0 70.0 87.4 C,F -90.0 70.0 -00.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 87.3 63.3 59.1 -53.0 63.0 50.0 !TABLE 7. "0° & "1/4- /2-1/4 XOX" WINDOWS TEST REPORT: FTL-3580 GLA4NG OPTION: D. 7116" LAMI 2/181-16,.090,3118118) ALL I/ SIZES UP TO 60" VVIDE x HIGH AND ALL 914-12-1/4 XOX' SVES UP TO 120" WIDE x 63" HIGH 1 -90.0170.0 TABLE 7A. &"1/4-1/2-1/4 X0)(' WINDOWS TEST REPORTS: FTL-4607, FTL-4808 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS oR A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 4 1 2 0 ex AK 1 K.. NO CHANGE THIS SHEET Retriskos CHANGE ANCHORS AND MX 76' OPttON owner, F.K. MAX Clieckoditp On* 1070 TECHNOLOGY OHNE NOKOMIS, FL 34275 P.O. SDK 1529 NOKOMIS, Ft 34274 Visibly Better ZUMINUM CASEMENT WINDOW, IMPACT Beedsofiet NTS atest 7045-8 PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "X0" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/18" LAMI (1/8 A,.090,1/8"HS) "XO" WIDTH °X0X" WIDTH HEIGHT 28 31 36 38 3/8 43 48 50 518 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 79.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 89.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 84.9 -62.7 82.7 -60.4 80.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 88.4 68.4 - 63.9 63.9 - 60.0 80.0 -58.5 58.5 - 56.2 562 - 53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 81.8 -56.9 58.9 -56.1 58.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -88.4 68.4 -582 582 - 55.8 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 - 55.1 55.1 -51.9 51.9 - 48.9 48.9 -45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -70.4 70.0 -80.4 80.4 - 54.3 54.3 -51.1 51.1 47.9 47.9 - 44.8 44.8 -422 42.2 49.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 - 87.9 67.9 _ -59.0 59.0 - 52.8 52.8 -49.9 49.9 -48.4 46.4 - 43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 9. °XO "or "OX° & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAM! (118"HS,.090.118 "HS) E. 13/16" LAMI (1/8°HS,3/8" SPACE.5/18" LAMI -W/ 1/8"HS,.090,1/8"HS) TABLE 10. TABLE 10A. ALL "XO" OR "OX" SIZES UP TO 74" WIDE x HIGH AND ALL 1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 %CO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16°HS) TEST REPORT: FTL -3580 ALL °XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES LIP TO 111° WIDE x 63" HIGH 1 -90.01 70.0 "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/18" LAMI (3/16"A,.090,3/16 "HS) F.13/16° LAMI (1/8 A,AIR SPACE, 7 /16" LAMI -W/ 3/18"A,.090,3/181-IS) ALL "X0" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 78" HIGH 1-55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED T069.6 P.S.F. Rend F.K F.K R.nda,. haw 315/03 a.m 711[/03 neriSiMBE 0 Aar 5423105 0 er 12117/02 5: ADD GLASS TYPE E 70 TARE NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD TS HEIIGNTOPTION 10707ECHNOLOGYFJAJW 443204145. 71. 34275 P.O.90X1519 NOKOMIS, FL 34274 Vssib6 Better 1 3 X 1 3 O X X O 0 X PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT seuesi2wmt CA440 NTS 13 leseee 7045-8 COMPARATIVE ANALYSIS TABLE 11. "X0" or "OX" 8 '%OX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL-4807, FTL -4608 GLAZING OPTIONS: A. 5116` LAMI (118 A,.090,1/8°HS) 8.5!16" LAMI (1!8"HS,.090,1/8"HS) C. 7118" LAMI (3/18 "A,.090,3116 "H8) E. 13118" LAMI (1/8"HS,318" SPACE,5118" LAMI -W/ 1/81HS,.000,1/8"HS) F. 13/18" LAMI (118"AAdR SPACE,7118° LAMI -W/ 3116 A,.090,3/18°HS) WIDTHS %COX' VENT FIXED HEIGHT 28 36 38 318 43 48 50 5/8 60 67 72 NEG P08 NEG POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 NEG -75.0 POS 70.0 NEG POS NEG P00 NEG POS NEG POS NEG POS -74.1 70.0 -84.9 64.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 86.819 24 38.919 A -75.0 70.0 -69.1 70.0 89.1 -80.0 70.0 -90.0 -63.4 63.4 -58.5 70.0 -70.0 58.5 -75.0 70.0 -80.6 -75.0 60.6 -58.1 58.1 POS NEG NEGIPOS -53.3 53.3 -50.5 50.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.8 41.6 -39.2 39.2 -90.0 70.0 -554 56.0 -55.01 55.0 38.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -89.4 70.0 -852 70.0 -55.0155.0 95.973 27 A -75.0 70.0 -60.5 80.5 -57.2 57.2 -82.1 82.1 -55.2 552 -52.8 52.6 -49.1 49.1 -482 48.2 -43.6 41.1 42.973 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -53.5 70.0 63.5 -80.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 -90.0 70.0 -76.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 108.849 30 48.849 -50.4 50.4 -54.5 54.5 -60.7 60.7 -48.2 482 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 115.892 32 A -76.0 70.0 49.9 49.9 -46.6 70.0 '48.8 -80.0 70.0 -84.7 70.0 -79.5 70.0 70.0 -68.3 68.3 43.1 45.01 65.0 -5221 52.2 -51.3 51.3 -47.4 47.4 -45.5 45.6 42.7 -38.8 38.6 61.892 8,E -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 -73.2 70.0 C,F A -90.0 -75.0 70.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 78.8 70.0 -732 70.0 -68.3 -61.4 81.4 -58.8 47.7147.7 122 33.887 -47.3 47.3 -44.0 44.0 48.4 48.4 -44.7 44.7 42.8 42.8 -41.4 39.5 -37.5 37.5 35.7 54.627 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -71.4 70.0 C,F -90.0 -75.0 70.0 70.0 -90.0 -46.8 70.0 48.8 -90.0 -43.8 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 -61.0 61.0 -58.4 58.4 -55.7 55.7 -52.1152.1 123.135 34 55.135 43.8 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 -37.3 37.3 -35.5 36.5 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 70.0 70.0 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -88.8 68.8 60.5 57.9 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.6 -42.8 42.8 -48.7 48.7 -43.1 43.1 41.8 41.8 -402 402 -38.7 38.7 -552, -35.0 552 -51.5151.5 -47.21472 35.0 B,E -75.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 130 35.898 58.209 -74.4 70.0 -43.8 ,70.0 43.8 -90.0 -412 70.0 41.2 -82.8 -45.1 70.0 46.1 -71.3 70.0 -87.3 67.3 82.5 -592 59.2 45.81 46.8 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -72.4 70.0 68.8 C,F A -90.0 -74.3 70.0 -90.0 -43.5 70.0 -90.0 70.0 -79.9 70.0 -89.3 69.3 -85.3 65.3 -60.8 -57.8 57.6 -54.7 54.7 51.9 41.9141.9 130.378 38 70.0 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 -34.3 34.3 58.378 B,E -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 70.0 -75.0 70.0 -72.3 70.0 68.5 C,F -90.0 -72.9 70.0 70.0 -90.0 -42.2 70.0 42.2 -90.0 70.0 -79.6 70.0 -69.1 89.1 -85.1 -39.2 65.1 -57.4 57.4 54.6 51.7 134 37 80 -39.7 39.7 -43.5 43.5 -40.4 40.4 392 -37.7 37.7 -36.7 38.7 -35.5 -33.7 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 83.3 59.1 -55.9 -63.0 53.0 -50.0 50.0 -42.8142.8 -old 40.8 °X0° & °Or VVINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "COX" UNEQUAL UTE WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16° LAMI (3/16146,.090,3/18"HS) ALL °X0X" SIZES UP TO 134" WIDE x 83" HIGH WITH 3r MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH AND ALL 'XO" or *or SIZES UP TO or WIDE x 83" HIGH WITH or MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 70.0 TABLE 12k °X0" or "Or & "X0X" UNEQUAL LITE VVINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 ALL "X0X" SMES UP TO 134° WIDE x 76' HIGH WITH or MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "Or SIZES UP TO sr WIDE x 78" HIGH WITH or MAX VENT WIDTH AND 80" MAX. FIXED WIDTH 1 45.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN 11-IE ABOVE TABLES, USE ELCO TAPCONS OR A 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. El ADD GLASS TYPE E TO TABLE 11 C NO C1-44NGE MS SHEET CHANGE ANCHORS AND ADD 78' HEIGHT OPTION Medal By. red,, Ramer F.K rower F.K. Ibrr er F.K. FIE DAL= 3115103 7710103 Mft 5/23105 X7/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 50X 1520 NOKOMIS, FL 34274 UNEQUAL LITES UNEQUAL UM UNEQUAL um PRESSURES- UNEQUAL CONFIG, X0, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT Visibly Bator NTS Lucas A. Turner. P.E. PE 069201 Machastal REFERENCE "XO° & °XOX" FRAME ASSEMBLY DETAIL, SHEET 11® REFERENCE °XO° & "XOX° FRAME ASSEMBLY DETAIL, SHEET 11® MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE °XOC° FRAME ASSEMBLY DETAIL, SHEET 11 MAX. VENT ..- .DAYLIGHT OPENING (SEE SHT. 3) 0 MAX. WIDTH (SE HT. 3) HORIZONTAL SECTION - XX AMiIBUCT REVISED with Os NNW Ceti MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT F. Reach: 312SI03 COE 7110103 tut, 12/17102 fierkkac G0WSdgr ADD mar LG. GLAZING BEAD ITEM SHOW TOP HINGE CHO SHT. NO. REF. ANDAOD ITEM 89 SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT NNTS 0 a 13 7045-8 PRODUCT RENEWED es maphing wihtheMart ware 2Me7.4Vv12cil, ,,,,,_, Limas A. Turner, P.E. PE NSB201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB 12x1 P TEK MS 13" MAX. Q.C. W/ (2) SCREWS NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 3" APART AT MID -SPAN "X° FRAME JAMB "XX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS FRAME ASSEMBLY 13° MAX. O.C. W/ (2) SCREWS TUBE, MAT'L: 6063 -T6 3" APART AT MID-SPAN "X" FRAME JAMB / "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL kw er Dear F.K 3/25/03 Name e% Ddc F.K 7/40/03 eerseer #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL A Tj1376" .095° J 440" CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 .434" 7 2.654" .062° 1.159° -«- 2.139" ()SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A OFIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. L2.784" 2.919" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A PRODUCT RENEMEI Callitiring WWI this NOW addian Oral r . rr1,ip • NO CHANQE THIS SHEET F.K C NOCWFNQE THIS SHEET tivic 8/2305 rmneb"e ADD 4TEM80 Dm"1 er Dler F.K 12/17/02 aseetedny DWc 1070 TECHNOLOGY OWE MONOd95. FL34270 O. 80X 1829 NOKOMS, FL34274 Visibly Netter EXTRUSIONS & ASSEMBLY DETAILS tar ALUMINUM CASEMENT WINDOW, IMPACT r°� 4n"r oro�a e®: NTS 11 0 13 7045-8 D CA-740 1172! /aS'` Lum° A Y"me,•, P.E. PE 058201 Meahenkei 69 7011 LOCK SUPPORT PLATE ITEM PARTS LIST DWG # POT. # DESCRIPTION 7002A 2 3 1155 781PQA MAIN FRAME - HEAD, SILL & IAMBS 08 X I QUAD PII SMS 7008 FRAME CORNER KEY 4 5 7003A 6 7 1155 78IPQA 1/2"X1/2°X1J8" CLOSED -CELL FOAM TAPE SASH- TOP, BOTTOM & SIDE RAILS #8 X 1 QUAD PH SMS 7017 67017K BULB WEATTIERSTRIP .187X240 8 7009 SASH CORNER KEY 9 7024 10 7026 MATOM MULTI -POINT LOCK , LOCK SUPPORT PLATE I1 010-24 X.562 PH. PN. TYPE F 12 7014 13 1157 78X78PPSMS MUI.TI•LOCK KEEPER R.H. ( & L.H.) 08 X .875 PIE PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 18 7030 OPERATOR GASKET 17 7027 MAXIM DUAL ARM OPERATOR 19 7031 BACKING PLATE 20 08-32 X .375 PK PN. TYPED 21 7032 22 7858ZA STUD BRACKET (LH. & 11H.) 68 X 5/8" FLT. PHI. SMS 23 7033 24 7022 OPERATOR TRACK& SLIDER (DUAL ARM) MP-CM HANDLE 25 26 710x&2FP 12" HINOF. (HEAVY D1717) (110 X.500 PH. PHL 30 31 32 33 40 7036 41 7042 43 1224 611,247 44 45 5/16" LAMINATED (1 /8A& 1/8HS GLASS) .090 INTERLAYF.R - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1/811S & 1/8118 GLASS) .0901N'IERLAYER. SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /16A & 3/76118 GLASS) .090INTFRLAYER. SOLUIIA OR DUPONT PVB 7/16" LAMINATED (3/16113 & 3/16118 CRASS) .09D INTERLAYER. SOLUTIA OR DUPONT PVB GI AZINOBEAD (5/16 ") GLAZING BEAD (7 /161 VINYL BULB WSTP (1CK) SILICONE -DOW CORNING 899, 995 OREQUIV. PARABON1) 46 1634 6163IC SETTING BLOCK 50 7006 SCREEN FRAME 52 SCREEN CLOTH 51 7040 SCREEN CORNER KEY 53 54 1635 61635K SCREEN SPLINE - SERRATED 331 60976 CASEMENT SCREEN CLIP 55 78XI2PSTW/B 67 7004A 67004 68 712XIPPT #8 X .500 SQ. PN. TEK 8MS CASEMENT FRAME ASST. TUBE #12 X I" PH. PHIL TEX. 70 7012 LOCK SPACER 71 7019 711573 SNAP-ON T- 1LINDLE KNOB 72 7018 7FLDHD FOLDING HANDLE air1, o FK 3E5E3 PARTS LIST CONT. ITEM DWG # POT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGE LOCK KEEPER 75 70834A 118 X .750 QUAD PN SMS 80 7005A FD(E7) WINDOW FRAME - HEAD, SILL &JAMBS 81 1155 781PQA #8 X I QUAD PN SMS 82 70I0 FRIED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 13/16" LG. GLASS (1/8`HS, AIR SPACE, 5 /16 1AMI) 5/16` LAM[ (2) LITES OF 1/8145 GLASS WITH AN.090INF sIRIAYER- SOLUTIA OR DUPONT PVB 87 13/16° T.O. GLASS (U8 BS, A1R SPACE, 7/16".A14II) 7/16" LAM[., 3 /16A & 3 /16HS GLASS WITH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB 88 . 13/16" LG. GLASS (was, AIR SPACE, 7 /16°LAAIl) 7/16" I AMI m 3/16HS & 3/16HS (LASS WITH AN.090 INTLRIAYER- SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOm 4, SHEET 13) .706" .050" .865" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" .050" "" .865" ® 07/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" :;' 1.000" .423" 0 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 .172" .870" .050" .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 —�I 1.124 "N - .125" .062" INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 .093"J 67 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A 2.701 a Ram",: r 1mw"m FA 7/108)8 C NO CHANGE THIS SHEET Romer FK ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87.88AN080 der: b,, 6hrJedBy nra• F.K. 12/17/02 ADD 13/18'0 G. GLASS B GLAZING BEAD am: 6123/08 Aabbvx D '0707ECHNOLOOYDRNE NOKONIS. FL 30278 P.O. BOX 1528 NOKOMIS., FL 34274 141746, Better PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 12 a 13 A 7045 -8 8 1 jy t°;1F47 tt.iv�rr � Lucas A 1'unm: P.E. PE 858201 Mechanical (� 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -+- ASEE NOT'. c Iii NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS. 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r &SEE NOTE 1 SEE NOTE 4 1/4" MAX. SHIM &SEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r SEE NOTE 2 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 112" THICK 11/4 "+ MIN. OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM &SEE NOTE 1 T :PH • A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 7 SEE NOTE 1 SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK SEE NOTE 4 - .-I 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE 11/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. laSINCTIONIOND F.K. 9125116 Dale 7/10133 WE: 512375 12/17/32 B CHANGE THIS SHEET C rarhara 0 Cbsdakt NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3118°TAFCONSB 514 SCREWS see 1070 TECI INOLOOY DRIVE NOK03U5 F.34275 P.O. BOX 1828 NOKOMIS, FL 34274 1 jrstby Better P T- ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 rmw: an,e w"m"s". NTS 13 a 13 TQ45.8 D Lucas A Turner, P.E. PE558201 114eelienteel APPENtMX 134 Elbow March 1,2009 FORM 11008-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CO Residential Component Prescriptive Method B Alt, CLIMATE ZONES Compliance with Method of Chapter 11 ot Rorkla Berlina Code, Restaectfel or Subthaffter 13-6 of the Florida Building Code, Bu1kIbmay demenstra ts, by the use ot Form 11008 for single-and multiple-family residences of three ate os: or less In height additions to existing residential buildings, renovations to misting residential imildinip. new (waling, coaling, and water healing s t. ma in existing bulidings, and site-added components of manufactured homes and manufactured bulidings.To =Pit a building must meet or exceed all of the energy efficiency requirements on Utile 118-1 and all applicable mandatory requirements summarized In Bible 11B-2 of this form. If a building dues not comet with this method ft at1ltcomp ly under Method A of Chapter 11 or Subchapter 13-6 al the ap t ble code. PROJECT NAME AND ADDRESS: °WNEM ftg. *07:( . New construction bidding additions which Incorporate any oltht following features =not comply using this method° skylights or ethernenvertical roof glass, glass areas n excess 01 16 percent of conditioned floor area, and electric tare heat (See Notes 10 Table 118-1 on page 2). 2, Fill in ail the applicable spaces of the °To Be Installed" callow on "Table 118-1 wfth the Information requ ssd. Ail "To Be installer values must be equal to or more efficient than the required levels. 3. Complete page 1 based on the "Te Be instilled" column information, &Read °Minimum Requirements for Ail Packages", Table 118-2 check each box to hidteste your intent to comply with ail applicable Items. &Read, sign and dale The 'Prepared By cartiflortdon statement at the bottom of page 1. The owner or owners ant must also sign and dale the form, PEHMJTNO friVICUAILIE11111 JURISDICTION NO 1. New construction, addIt1on,w existing building 2. le-family detached or multiple-family attached 3. If of units covered by this submission 4. la Ns a worst case? (yea/no) 8. Conditioned floor area (sq. ft.) G. Glass type and area; U-factor b.SHGC c. Giese area 7. Percentage of glass to floor area 8. Floor type, area Or perimeter, and Insulation: (L Slab-on-grade (R-value) b. Wood. raised IR-value) c. Wood, common (R-value) d. Concrete, raised (R-value) e. Concrete, common (R-value) 9. Wall type, area and insulation: e. Exteriors L Masonry (Insulation R-valne) 2. Wood frame (Insolation R-vahre) Adjatutut e 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R- value) 10. Coiling type, area and Insulation: a. Under attic (Insulation R-value) 1), Single assembly (Insulation R-value) 11. Air distribution system: Duct Insulation, location Test report required if duct in unconditioned space 12. Cooling system: (Types: @coral, room unit, package terminal A.C. ges. none) 13. Heating system: (Types: heal pump, elec. strip, nat. gas, LP-Gas, gas hp., mom PTAC, none) 14. Progrornrnable thermostat installed on HVAC systems: 18. Hot water system: (Types: cies, oat gas, LP-gas, solar, beat rec., dal. heat pump, other, none) Please Print Ga. 8b BC. 7. 6a. R= 8b. R 8c. R= 8d. ft se 138. R= On. ft. sq.ft. eq.tt �a-1. Re 8a-2. IR= 86-1. Ft= 9b-2. R= IOL R= 10b. Res lla. R= .n. sq 11 - act, sq.tt. o. ft. 11b.Test report attached 12a. Type: 12b. SEE 12c. Capacity: 13a. Typezak 13b. HSPF AFUE: 131}ncity: 14. es No 18a. Type AVA 15b. EF: I hereby certify that the plass and sissacaltsss emend by the otttltn e In compliance 11111 the Florida Emir? Cene. PREPARED BY: DATE: .,...„..V.,...0 I hereby certify tt rlD Cadre -..._••••'. .9" OWNER AGENT: DATE:a:.* • ., ... • A ,2 JI tat enn covered /wiles calculation Indicates crimpfunee with Ilia Elena Eton Is competed, this ng watt be Inspected for cornplianca 2007 FLORIDA BUILDING COOE-BUILDING wrravo CIICeitt •=2 - -to 13 I, STATE OF 2 la.? .,ACO b "AL \s FC R25 31 \P• ea* I * 134.23 APPEN 13-D BUILDING COMPONENT PERFORMANCE CRITERIA Windows (see Note 2). U•Fagrsr = 0.65 SHOO = 0.35 %of CFA .s = 16% INSTALLED VALiDES: &e ler door MM Woad or Insulated R•13 R-6 R4 Terre: gip. R-VaP R -Vaisa R•Valtre Soddy resistance heat (See Ceilings (sea Notes 3 & 4) 0' (sea Note 3): No requirement R-13 R- Value = Hat water systems (storage Esc incc (see Nate 5): Gas fired (see Note 6); Atr condabning systems (see Note 7) 40 gal: EF =022 60 gat: EF = 0.80 40 gal: EF =0.59 60 gal: EF = Elba SEER = 13.0 Gallons= SEER = Heat pump (see Nine SEER =13.0 HSPF = 7.7 Gas furnaces AFUE = 7e% AFUE a 7rt% Duwodc (sae Note 9) Unconditioned sparse' Conditioned specs Unvergad 5155 assembly per R ,4 Must ho kneeled on al WAG systems. Requires test report No duct test negated on: A-Value = (La Test repots; Condatoned space R -Vahte (No lest report stinted) _. (1) Each component p in the As -Built home must meet or exceed each of the appimabte pe!farnwnce crimffa in ©rde to comply w it ttras code using this met eruuise Method A compgance must bs used. (2) Windows and doors qualifying as glazed tenestrorian areas must comply with both the maximum U Factor and the maximum SHGC (Solar Neal Gain Coefficient) criteria and have a maximum total window area equal to or Tess man 16% of tine conditioned floor area (CFA), otherwise Method A most be used for compliance. Eaea{ 1loa a 1. Ad- ditions of 800 square feat (58 n2) or may have maximum glass to CFA of 50 percent 2. Renovations with new windows under z 2 foot overhang whoss lower edge does not extend turtles than 8 feet from the overhang may have tinted glazing or double -pane clear glazing; Reptaeement skylights installed In renovations shall be doublepaned 1e paned with a diffuser, 4- Values are for insulation material only as applied Inarmoreance with marrufacturars' [Retaliation Instructions. For mass wafts, the interior of vfa0" requirement (R-6) must be met except if at least 50% of the R-4 insulation value required for the `exterior of wag" le installed exterior of, or integral to, the wall. (4) Attic + walls shall be hlsuteted to same level as ceilings and shall have a positive means of maintaining Insulation fn place. Such means may include rigid htsulalon board or air barrier sheet m.r =mass artequatety fastened to the attic sides of knee wall framing male (5) For other electric storage volumes, minimum EF =0.97 - (0.00132 * volume). (6) For other natural as storage volumes, minimum EF = 0.67 - (0.0018 ° volume). (7) For all conventional units *Mb capacities greater than 30,000 Btu/hr, For Small-Duct, titan-Velocity unite, 30,000 BtuAhi see Table 13- 807A8.32A of the fkxtda Budding Gate; 8u !dial or Table N1107A3.3.2A of the Flo (8) For all conventional units with oapactles greater than 30,000 Btufir, For Small -Duct, High- Velootty wits, Space OensIr 30,000 Blwlir see iabble 134307.A8,3213 of tie Rmide Bufrling Code, Building or Table N 1107.08.328 of the Aorkia 8ulJdlng C (tf) All ducts and all handlers stall be either located in conditioned space or tasted by a Giese 1 BEtiS rater to be 'substantially" teals free °Su ly task ire °shall mean distribution system air leakage to outdoors no greater than 3 cite per 100 square feet of conditioned floor area at a pressure differential of 251' (0.101n, arc.) across the entire air dlatdbution system, including the manufacturer's air handler enclosure, Exseptlaro New or replacement ducts installed onto an ,., rng ter dlsiribulfon system as part of an addition or renovation. Such ducts shall either be insulated to 13-6 or be Installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not appty to addl8arns, renovations, and hour healing systems installed in existing buildings, *Am co NTS R 11 PACKAGER REr UIREMHNTS NI1€t To be mama, 0ask6ted, eoaftrer- slipped or Sote & Top Plates Rinteased Ughling .._ _..... Mugiatmy Houses N1100A13.1.2.5 Air barrier on perimeter of agar cavity between firers. NIi06:A8.1:3 Exhaust fens yarned b unoondatoned spare snag have dampers, except for comhusSott des deaCtw!?tlr. Swimming Pools & Spas P411 12.08 3 Conley with efficiency require/nerds in Table N 1112.09.3. Switch or steady marked dreull breaker 8temir: or cutoff 6615) must be provided, External or built-in heat trap required for rase nests, Spas & heated pools sexist Pr N111 2,3.4 spa & pool heaters m COP of 4.0. matelot pools must 17505 a d pump pool harden t I N1112.iW5 Insutatian Is required for 1701 water circulating systems (including heat recovery site). Nt 112.AE.2 4 Water Ilan must be HMG Dud Construction, Insulation & installation All ducts, faltt N111QAB : and instance R-6, tore than 2.5 Wane per minute al 80 ps1g,_ um chambers shall be meehm toSIty rtion NI1II AE. DUNS In must Nlh r idd, sealed, Insulated insulated to a rn(rdmten of 13 -D.24 2007 FLORIDA NO