Loading...
WS-11-184Scheduled Inspection Date: February 23, 2011 Inspector: Bruhn, Norman Owner: GRIECO, BETTY Job Address: 1251 NE 94 Street Project: <NONE> Miami Shores, FL Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments February 22, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 155600 Permit Number: WS -2 -11 -184 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050100050 Phone: (954)792 -4415 REPLACE 2 IMPACT WINDOWS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 16 of 29 Permit Type (circle): BUILDING PERMIT APPLICATION FBC 2001 Owner's Name (Fee Simple Titleholder) 1 t, QA ,v,SJ Phone # , 3 _ 4 1 0 - 24602— Owner's Address 1251 _ 4. SY City % /, , 1AreS State Zip 35(68 Tenant/Lessee Name Phone # Job Address (where the work is being done) 12.51 mac: 94 Si City Miami Shores Village County Miami -Dade Zip )3 138 Is Building Historically Designated YES NO Contractor's Company Name It. 1 k Phone # �lS������ ( X � Contractor's Address 1 101D N.A.a 30 a City lid kwoo Qualifier State Architect/Engineer's Name (if applicable)4f tAVO dJ-i4' st.0 Phone # q S`( 3S`I OLe $ Value of Work For this Permit ?•11 Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 gmammEn FEB 032011 py Permit No.t t 1 -'\ 844 Master Permit No. Electrical Plumbing Mechanical Roofing Zip 333►Z Square Footage Of Work: Type of Work: ❑Addition ['Alteration ['New IRepair/Replace ❑ Demolition Describe Work: a-4 P 2z` l ti Submittal Fee $0 Permit Fee $ /4)° c°6 CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 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 o _ent The foregoing instrument was acknowledged before me this day of Te! , 2011 , by '(,A'b`el ...1 , S4(e5 , who is personally known to me or who has produced As ident _ cation and who did take an Signature Contractor The foregoi ins was acknowledged before me this d a y of ' € ' , 2011 , byWei. & .Q. l • ( rf., t , who is personally known to me or who has produced as iden +'fication and who did take an oath. ti OT,ARY PUBLIC: Sign: Print: My Comm * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) Zip * * * * * * * * * * * * ** Zip State Certificate or Registration No. e.4 W(e 1090 Certificate of Competency No. ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON TEE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.�� d 9 IPA TAX FOUO NO.11r 32054110 • 130.50 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 $IA.oreS iffy t 't <o Air 1. Legal description of • roperty and 2. Description of improvement Lh 1S 1 3. Owner(s) name and address Interest in property: Or MR/ Name and address of fee simple titleholder. 4. Contractor's name, address and hone number. Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954 - 792 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 r documents may be served as provided by Section 713.13(1)(8)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a 9bpy of the Lienor's Notice as provided in Section 713.13(1)03), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiration date Is year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owners) or . s)' Authorized Officer/Director/Partner/Manager B By Print Name �� ) Print Name Title/Office TItle/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The forego! . instrure was arApowledged before me this day of By \ b .s41 01 Individualiy, or❑ as for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: • (SEAL) VERIFICATION PUR SUANT TO SECTION 1112, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. .� . • Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed 12i01. PA0E3 11107 = .- t4/0o. $i/Jen_ Florida Home - improvement Assoalatsa • 4070 SW 30th Ave Hvlywood, FL do= By STATE OF FLORIDA, COUNTY OF bAVe 1 HEREBY CERTIFY that this is a true copy of the onglnal filed in this office on ' �— Oa t T `fi day of . �ffrcraf Seal. WITNE ;ail y hand HAII , i UVIN, CLERK, of Circuit and County Courts . D.C. 11111111111111111111111111111111111 CF'N 2011R00E39979 OR Bk 27581 Ps 2694 (ips) RECORDED 02/09/2011 10:56:27 HARVEY RUVIN, CLERK OF COURT IIIAIII -DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording otflce W I� �u■■>•. _Ww � ■■��■■■ r i.. ■.■ ■■■■ ■■.■.....■■r.v . rtntr :�,1ramm 11rri iummi +• �•" -mf�iii rawer 1. im_ w :L:. - -- -- ■ ■ ■ ■ ■.'r■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■i 1S RM=MMAR _. .. 1. ........■. ._ ■ • ■■ ■ .■■ ■ ■ ■■ ■ ■ ■■ ■tom■■■■ ■• i..__► .r'iFi .,r' x.�i��grr► i ■.CI /i71f/�J■ _■ •... ■!_�•. ■'�i ■ ■ ■ ■. 1 r .... 411 . 7i ■ ■�1�_ m �! m' ...:. lriy 7� ■ ■ �I � . . ■ .�1• ■t1`It IIl••m ■ ■ ■•■■ .el1a Ill yd/ U1. ..__. _......., .. ■�il■ ■...M.��. ■ � .. ..i•..E 1_ ..a1111MM / 'A. A119t✓, //■. L i..1•. . .;• •.1• ... . = _...11 - i . mrliiM•..>w■r IMSri. UMMU■■ a■■■■■�■■i■■■. M ..■. ..1a��P..'1l MITIME*?r�.L`�Ai ■■■ WAMM■■■■■I■■1■�■■■■■■■.Il�i u.o o...m.■ .1.... ®i!_ .... .� ■■■■ u 1m1 mU iiwifiiY m......., m ■� . m • ■■■ • m ►1�'L m �l ■■ ■■ ■.■■mmill - ...�..1. .■ ■ ■ ■ ■■■ E ■■■■■■■■ .-1 1.4.■ ■ ■ ■■ ■ ■■!:r �i ■■■ ■ . .. ■ ■ ■ ■ ■ .■ .■■. C:1 ■ ■.....■.L:' ■ ■� ■C. ■... ■. ■C . C�� . NO 6t'i ■■■■■■■.. v......■...... ■. .. . •. co p 1HEMBEE ..... E� ■ ■■ .. 1∎ ........ ■. .. MWII. ii 1 ra■■ ■■■ ■•.■■■■■ • ..r; .�_ x -1 .1 �ICANI ■■■■■ ■.. ■ ..............M.... .ail N 1. ■.. ■ ■. ■..... ■��■ 1 ■.N ■ .. MO rni. 1� ■ ■.. ■.■ ■ ■■ �� � ■■ ■ ■ ■ ■ ■ ■■ ■■■ ■■. ■ ■. . ■ ■ ■ ■.it 1 1 ..1•.1 M 1 ■ ■MMINIMM IN .. . err >•..vM 1 - 1 ■__iw___m _..W .. .. �. .....rt.: .�,� " • ' � ' Ci.. .. ■' ■1 : u• .■■■■■■..®..■ ■■■ ME AU• ■■ C:::u ' a. : m illy ::::: MMMIM M ':: .... ._ .... . .... 1_i_■■■■■ ■■. ■■..■._.■■■■ __■ . .__._.__••._ ■■ _■■■■ _.■1■■■1■ ..._■■■■■.. ■■ .i. ....... ..m m. omi � Ilu� iiolllr im i.iiiii EMI . ...........uam .....� .aei...1r ........�� ilrm. ....W.... ummimm.... .■wommo .mimmu.mur•mm. =: ■ ■■■■■ ■ ■■ ■■■■..■..:.... _.: :::■■ ■■■� _C�o :__.....:'.::. __..........1■..11�■.... �-. ■■ ■■■■■■ ■■■.■m.■o ■■■.■■ ■■�■■�■■ ■■ ..ommum■■■■■■ ■■■ . ■...... ■■■■.� ... .. ■_ ........ .■ ■ . ::■_ _! m � :._. ■ ;___ ■ : :: : __:a nom ■.L1.►`.`1•>•v.. ..... ._...■....■..■.m.;1(. . •••..mm... .5:...1.• ...•: ■■ °■t.••••• •U I ••®:: •C :::::_:� :: � •.• A ■.... �. = i.... .�.. �-+ ■■■■■■AINI ...111■■ . .. ■ ■E■■. ■ ■ ■■[_I■.'.■11 1% mm a . ,� m ■ ■■■ ili C'!. ■■■■.1 � ���■ �..........�r, ■n ;...�.�.... ',...■ 1 ..1. • • ■� / ■.'♦rl■ ■� 1%. 2 ■ ■■ ■. .■V■. ■ ■t1, . ■■ ■■ .aGl......... u m.. �.....C...1 N. ■..■.. ■■ L J ■.........1 x u_ ...... ...... ■.....1 ■ ■.. ......... ..........1... 1 .!� ■■ ■I A MMIM■........ .... *C WMIMIIMM .....�....111 t 11 •.. ■. �...... ■ ■.■.1........ . ■....■_.... ■..... . m . . m .■■■a .w u■ .■... m m. .::: ...m.■m .... ®C �. ....1 &LJ 1 ■■■iJ■■■■■■■■mm■■■ ■_ .�■ ■. .■■1 3■mummaimm ..W �iiii iiiii iiumni a °� i.is�iil >I RA IT .. O.v ■. ..... . Irl MEIM I• S ■■. . ..... .. .... .a• ...�. IAI MMI I .... ■■■m■■■■■■■■ ... m ■.l ' : :=i'■:: ::�:�:::::C....o �I ::M.M: MM:MMm ::::::■':: " .:�.■��CC■■:■■■S■■■■■■C■■■ ■. ■■■■■■ ■■ Miami Shores Vilta ! e 133H5 Wtli19tl14 X©MgVM FEB 0 31011 A LLl3d0!!d 10 3dA1 SIIOOIU 1V101 1/1 Vr fl ILVO 3ZNISV3IN 21381A 1M4 V0011 11191314 10011 fives 103.L 9Ntansv3W OLILS.1 113OL VflN cV31 ea a+eaea 4E041 Cr. ....I 4.a.4 a - .yea gu4 55A'b• le7 3UIlVN IE3wOJSn9 G Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 - 15 -50.4 +48.5 9.2 5.2 -48.3 +44.4 -47.6 +43.7 -47.1 +43.1 48.6 +427 42 65.9 +423 4 +41.9 -45.5 +41.6 18 ft +47.1 49.8 +45.9 -49.0 +45.0 -48.3 +44.3 -47.7 +43.7 -47.3 +43.3 -46.8 +42.9 46.5 +42.5 42 6 +422 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 -49.5 +45.4 -48.9 +44.8 - 48.4 +44.3 -48.0 +43.9 -47.7 +43.6 -47.3 +432 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 -48.7 +44.5 - 48.4 +442 22 ft -67.4 +50.4 -53.3 +49.0 -52.4 +48.1 -61.4 +47.4 -802 +48.8 -592 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -68.7 +51.3 - 54.3 +49.9 -53.3 +49.0 52.6 +482 -81.4 +47.6 50.3 +47.1 -51.0 +48.7 - 50.8 +46.3 -50.3 +45.9 26 ft -56.6 + 522 -55.2 +50.8 - 542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft 57.5 +53.0 58.1 +51.6 -55.1 +50.8 -54.3 +49.8 - 53.7 +492 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 -58.9 +52.3 55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 - 58.7 +52.0 -55.9 +51.3 -55.2 +50.6 -54.7 +50.1 - 542 +49.8 -53.8 +492 -53.4 +48.8 34 ft 36 ft co' -71.0 +53.7 -71.9 +54.4 1\ - 56.6 +51.9 -57.3 +52.5 -55.9 +51.3 -56.6 +51.9 ) § §( ,�. /¥W9 -54.5 +49.8 -55.1 +50.4 -54.1 +49.4 -54.8 +50.0 38 ft -81.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 - 58.7 +51.9 -582 +51.4 - 55.8 +51.0 -55.4 +50.6 40 ft 520 +57.1 50.5 +55.6 - 59.4 +54.5 -58.6 +53.7 57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 -61.1 +582 -60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -632 +58.3 - 81.7 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 - 57.5 +52.6 -57.1 +522 46 ft -63.8 +58.8 -62.3 +57.3 412 +582 -80.3 +55.3 -59.8 +54.6 -59.0 +54.0 -58.5 +535 -58.1 +53.1 -57.7 +52.7 48 ft 44.4 +59.4 42.8 +57.8 -61.7 +56.7 40.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -582 +53.1 50 ft -64.9 +59.9 43.4 +58.3 -622 + 572 41.4 +66.3 -60.7 +55.6 -80.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 -83.9 +58.8 -62.8 +57.6 41.9 +56.8 -612 +56.1 -60.8 +55.4 40.0 +54.9 -59.6 +54.5 -592 +54.0 54 ft 46.0 +60.8 44.4 +592 43.3 +58.1 -62.4 +572 -61.7 +58.5 -81.0 +65.9 40.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -68.5 +61.3 44.9 +59.7 -63.7 +58.5 -62.9 +57.7 42.1 +56.9 -81.5 +56.3 41.0 +55.8 40.5 +55.3 40.1 +54.9 60 ft 47.5 +62.2 45.8 +80.6 44.7 +59.4 43.8 +68.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.8 -61.4 +58.1 41.0 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft 42'2 +48.5 -59.8 +452 - 58.0 +44.4 -56.7 +43.7 -55.6 +43.1 - 54.6 +42.7 -53.8 +42.3 - 53.1 +41.9 -525 +41.6 16 ft -63.1 +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 +44.3 -58.3 +43.7 - 55.4 +43.3 54.6 +42.9 -53.9 +42.5 -532 +422 18 ft -84.6 +48.3 - 62.1 +47.0 - 80.3 +46.1 58.9 +45.4 -57.8 +44.8 58.8 +44.3 -55.9 +43.9 -552 +43.8 -54.5 +432 20 ft -66.1 +49.4 -83.5 +48.1 51.6 +47.1 -60.2 +48.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 - 56.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 54.8 +49.0 -82.9 +48.1 -61.4 +47.4 -802 +48.8 -592 +46.3 -58.4 +45.8 57.8 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -68.0 +49.9 - 84.1 +49.0 52.6 +482 -81.4 +47.6 50.3 +47.1 - 59.4 +46.7 -58.7 +48.3 -58.0 +45.9 28 ft 49.8 +522 47.1 +50.8 - 65.1 +49.8 - 63.8 +49.1 -62.4 +48.4 51.4 +47.9 -60.4 +47.5 59.8 +47.1 -58.9 +46.7 26 ft -70.9 +53.0 -682 +51.8 -66.2 +50.8 -64.6 +49.8 53.4 +492 -62.3 +48.7 41.4 +48.2 50.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 592 +52.3 57.1 +51.3 55.6 +50.8 -64.3 +49.9 532 +49.4 -62.3 +48.9 41.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 -88.1 +52.0 48.5 +51.3 452 +50.8 - 64.1 +50.1 -83.1 +49.6 52.3 +49.2 51.8 +48.8 34 ft 36 ft -73.9 +55.2 -74.8 +55.9 -71.0 +53.7 -71.9 +54.4 §4) -67.3 +51.9 -68.1 +52.5 -88.0 +51.3 -86.8 +51.9 �)) , , 4¥ ¥ 9 sc 7 ) -62.4 +49.4 -83.1 +50.0 38 ft -75.7 +58.5 -72.7 +55.0 - 70.6 +54.0 58.9 +53.1 57.6 +52.5 -66.5 +51.9 55.5 +51.4 - 64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.8 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 572 +52.5 -66.2 +52.0 - 85.3 +51.5 54.5 +51.1 42 ft -77.3 +57.7 -742 +58.2 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -68.0 +52.1 -652 +51.7 44 ft -78.0 +58.3 -75.0 +58.7 -72.8 +55.7 - 71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 58.6 +52.6 55.8 +522 46 ft -78.8 +58.8 - 76.7 +57.3 -73.5 +562 -71.8 +55.3 -70.4 +54.8 492 +54.0 582 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 49.8 +54.5 58.8 +54.0 -87.9 +53.8 -67.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +56.3 -71.6 +55.6 - 70.4 +55.0 -69.4 +54.5 -88.5 +54.0 57.6 +53.6 52 ft -80.8 +80.4 -77.6 +58.8 5.4 -75.4 +57.8 -73.6 +56.8 -722 +58.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68 -68.2 +54.0 54 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.8 +55.9 -70.5 +55.4 49.8 +54.9 -68.7 +54.5 58 ft -82.1 +61.3 -78.9 +59.7 -78.8 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +58.3 -71.0 +55.8 - 70.1 +55.3 49.3 +54.9 60 ft -83.3 +622 40.0 +80.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +66.1 -70.3 +55.7 03/02/2009 - 5:0 LORIDA BUILDING CODE & ASCE 7 -05 DES LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5, IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT .e WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLTCABIUTY OF THESE TABLE VALUES WHICH I5 TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION I5 OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. I ® I-CD 1 ELEVATION 1 WALL ZONE FIGURES ISO PEAK ROOF HEIGHT MEAN ROOF HEIGHT z N DRWN CL TSB REMARKS INIT ISSUE REVISE FOR 07 FBC CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PP AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS. ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS ° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354-0443 WWW.ENGEXP.COM CERT OF AUTH 89886 b F: \03 Elements \10 Loading \11 Calculators\ASCE 7-05\ FLB - ASCE 7 -02 Pressure Charts (0-60).dwg MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 1251 NE 94 ST, Miami Shores FL 33138 'Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL7067.1 60.0 60.0 46.5 50.4 351/2 x 37 NO NO YES 2 NI, ,I, 4, NI, NI, 4, 35 1/2 x 37 .I, J, .l% Florida Building Code Online was Home I too in 1 User Registration I Hot ToPl s I Submit surcharge I Statg Si Facts I Publications 1 FBC Staff ; Bcts Site Map I Links I search 1 Product Approval USSR: Pubnc.User Product Approval Monti > product or Ap9tkatI $garCtr > Appl(c@tjpn List > Application tpSWry > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone / Email Quality Assurance Representative Address/Phone /Emafl Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -5922 Ext 207 mlafevre@cws.cc Michael LaFevre miafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre@cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 • (352) 368 -8922 Ext208 Ralph @cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer !," Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 07/21/2020 Steven M. Urlch, PE lS' Validation Checklist - Hardcopy Received FL7067_R8_COI_510485A (Eval Rep_HS -8200 impact XO_74x54).prif Standard AAMA/101 /I.S.2 -97 AA MA/ W DMA/ 101 /I. S. 2/A440 -05 Page 1 of 3 Year 1997 2005 http : / /www.floridabuilding.org/pr/pr app_ dtl. asfix ?parain= wGEVXQwtDavmiv SQ.39J... 1118/2010 umma of Products • I— II ~ � Model, Number or Name Descri • Ion 067.1 HS -8200 Vinyl Horizontal Slider • H 8200 Vin !Horizontal Slider (impact 74x54, XO Um s o. se Appro.ved for use In HVHZ: Yes Approved for use outside HVHZ:.Yes Impact Resistenti Yes - Design Pressure: +60/ -60 ether: Large Missile, 74x54, DP = +/- 60 psf, (Impact). installation tnstructlons F1-7(167 R .,lr_ 5 -157A (H-S-824Q 1!X p t). pdf F1-7947 ..Pont PVB .P1OA_QS-12Q8_Q,2.pcif FL7067 R3- I_L1(isrs�It�y0.N_Q6 -1220 Q1.pdf ! Verifed By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports. FL7047 R3...AL 1.Q4Q5A (Eva! Rep_HS -8200 Impact X.Q 74x54).pdf Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider ;_. HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", ; OX Limits of Use Approved for use In HIVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 111" x 63 ", XOX, +1- 60 psf. • nstallatlon Instructions Fl,7Q§7R. _ `..$. -z32A (115782.90. Jmpact XQX) Rdf FL7Q87 t(3 PvI _INPont ..NHA_QS-0.01 _02:Pdf FL7Q6? R3, 11 pulog.Ik.,WP —I OA_g7- 1116- 0.4,pdf FL7(167 i_ Miff _roe,-- NQA_Q6- I,,22p,I1,plf Verified By: Roberto Lomas 625.14 Created by Independent Third Party: Yes Evaluation. Reports FL7Q87_R.$JE_51Q4e70 (,oval Rep_HS -8200 ImPact XOX I11x63).pdf Created by Independent Third Party: Yes 7067.3 HHS -8200 Vinyl Horizontal Slider mpact HS -8200 Vinyl Horizontal Slider Irripact w/ Alum. MR. Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes j Impact Resistant: Yes Design Pressure: +60 /-60 I ' Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. � — l Installation Instructions F1.7067_R _I ;_C1yS -186A (HS -8200 Irnpact 72x63).,pdf FL7Q67_R3 II_bu-Po0t-PNB N0A_Q5-12Q8 O2•pdf F1-7047_R3 Mlkr+gn,N.oA,_06- 1220_01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067_R3�E 51.0466A (Eval Rep_HS -8200 Impact Xp_7.2x63 Created b Independent Third Party Yes Florida Building Code Online Page 2 of 3 Equiv of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 12/19/2008 12/29/20.08 01/08/2009 02/03/2009 Back Wert ' eb)iEtitae"iititrC'oifetrtlfftfr Aifaids •- Florida &Meng Cade OnUne Codes and Standards 2555 Shuman/Oak Boulevard Tallahassee,- Ronda 32399 -2100 (850) 487 -1824, Fax (850) 414.8436 0 2000 -2010 The State of Florida. All rights reserved. http. / /www. floridabuilding.org /per /pr_ app _dtl.aspx?param= wGEVXQwiDm►mivMZSa39J... 11/8/2010 Florida Building Cade Online Page 3 of 3 Primacy Statement Com:lett Statement I Accessibility Statement 1 Pug-M Software 1 castemer Service Survey 1 cent:4.4 Product Approval Accepts: F'1111 vp)etiaa rimotra sectmitm i t.cr.or b/Pkr ••• • . •-•••soot-•••.. http://www.floridabuilding.org/pr/pr _app dtl.aspx?param=w0EVXQwtDovnijvMZSq39J... 11/8/2010 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. ' Clemons, NC 27012 Report No.: 610486A 336 -945 -9695 Manufacturer: Custom Window Systems 1000 S.W. 44 Avenue Ocala, FL 34474 Product 'Line: 8200 PVC Horizontal Slider— Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Departirient of Community Affairs for Statewide Acceptance per Rule 913.72.070 method 1(d). The product listed herein complies with the 2007 Florida Buiiding Code. • Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -157 Revision A, dated 08/110/2008 sheet 1 of 8, titled 820t PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3167 -1, signed by Gerard 1. Ferrara P.E. • National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, :87.5 psf design pressure, 7.75 psf water infiltration TAS 203 -94 Cyclic Pressure Loading #80.0 psf design pressure 17} Report No.: NCTL 210-3187-113, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1888 -02 and ASTM E1998 -02 ASTM E 18861E 1998 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, 160.0 psf design pressure AAMA/NWWDA 101/1.5.2 Design Pressure: :B0 psf Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510153A, prepared signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: 160 psf • Maximum unit size: 74° x 54" • Maximum D.L.O.: 33 3116° x 49 13/18 • • Units must be glazed with % IGU consisting of outboard lite 1/8" Ann —Air —5/16° laminated Inboard lite consisting of: 1/11 Ann — .090" Dupont Butaclte PVB interiayer -1!8 Ann., per ASTM E 1300. 1 • DuPont Butaclte PVB intertayer per NOA 05- 1208.02 • This product is rated to be used In the HVHZ. . • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per NOA 08- 1220.01 • Installation: • Units must be installed in accordance with approval document, CWS -157 Revision A. Certification of (ndepandence: Please note that I don't have nor will acquire a financial Interest in any company manufacturing or distributing the product(s) for which this report Is being Issued. Also, i don't hays nor will acquire a flnandal Interest In any other entity Involved in the approval process of the listed product(s)•• ` • ... `. ' a. .,,. • � y 4∎0 % 1 .0 •'' p. 1of1 • • • • i i s • ,'.y. • Luis R. Lomas. P.E. FL No.: 62514 01/15/2008 - AT OF ;1444 HORIZONTAL SLIDER ELEVATION (LARGE !MISSILE IMPAGT) 55 1M. MAX. OVERALL FLANGE lii MAX. UNIT HoGHr 491$!IS" GtAS5 DLO TABLE OF CONTENTS 'GENERAN. NOTES d ELEVATIONS---1 ANCHOR SCHEDULE DESIGN PRESSURES & GLAZING '+ SECTIONS & ALT. EXTRUSIONS S BILL OF MATERIALS---5 INSTALLATION DETAIN S 8-8 SI= GU083 DLO ISL IWU. OVERIUJ- FLANGE WIDTH 24: I4PJC. UNJT W WTH 35-1/Z AAAX. SASH WIDTH 3:33/15: BLABS DLO imm 710" MAX. GLASS CLAW DLO rROPlIEwt►ANDO MM. • - THE m1FORIMsmel C0M7A1NED W MS OWNING is WE SOLE PROP WINDOW nrwe.Na. W0-AMY REPRODUCTION IN PART OA AS AWHOLE W IN MVOs PE OFOURIVAWINDOW SVETENE. ILC.ISPROMISI EO: PV IMAP..6allEQUIECIENE 1.m2 PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDmON. 2. GLAZING OPTIONS: (SEE SHEET 3) 3 CONFIGURATIONS: 'Orn -OR •X10" 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND CRASS TABLES ASTLI E 1302 - POSFTTYE DESIGN LOADS BASED ON, TESTED PRESSIJRE. WATER INFILTRATION TEST PRESSURE RAID GLASS TABLES Aorta E 1330. 5. ANCHORAGE: THE 331/3°1. STRESS INCREASE HAS NOT BEEN USED YN 711E DESIGN OP THIS PRODUCT. SEE SKEET 541 FOR ANCHOR DETAIL - 0. SISJTIERS ARE NOT REWIRED. 7. ALL FRAMES AND VENT'S ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETWEI MILANO JAANN3, 8. FlIEFERENCE TEST RID'ORTS: HORIZONTAL SLIDER `00C .'X!O NCTL•10- 3187 -18, WTI-2100M-1 8. SERIES l MODEL DESIGNATION 548-8202 10. WOOD BUCK OR STUD FRAl91540 TO BE DESIGAED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRICTURE BUCK OR P54 1 0 L9 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. IL THE DESIGNA XAND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH. 0 m FDI ED SASH 12 SECTION CALLOUTS FROM 00T ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. • g1P e o %GENERAL NOTES & ELEVATIONS -LARGE MISSILE IMPACT 9 • PVC HORIZ. = I�, 7!1512008 • •a - 8'100 • • CWS -157 I: L' J a ' FL. P.E: . .52514 pop S.W.44TTN AVENUE aa . CSO A, FLORIDA 34474 A 1 UPDATED PER NEW FRC REQUIREMENTS 187/07/08 NOTES: 1. INSTALL ONE ANCHOR AT EACHINSTALIATION LOCATION. 2. SHM1 AS REOD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. WN1L ALLOWABLE SHIM STACK TO BE 1/4". USE SL h I WHERE SPACE GREATER THAN we IS PRESENT. s. LOAD BEARING SHWAS SHALL. BE CONSTRUCTED OF HIGH DENSITY PLASTIC 0*t BETTER. WOOD SHGIB ARE NOTALLCW ED. .3/18' DLA. ELCOTAPC NRYANCHOR MUST BE OF S!>F swoon LENGTH TO AG WIVE A MIN. EMBEIME NT OF 1114 WHO MASONRY THRU OD BUCK WT0 MASONRY. A MINIMUM EOGE DISTANCE OF 21/22 SHALL BE ACHIEVED. 5.410 WOOD SCREW ANCHORS MUST BE OF SUFF1cIEM warn TO ACHIEVEA MIN. EMBEDMENT OP 13lB' INTO 2 BY WOOD BUCK. • 6. Le WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A Mat Emssratesur OF 1 1/2' Wf0 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL on GOATONG. 9_ INSTALLATION ANCHORS SHALL BE IN ACCORDAME WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE L15EV IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACh1ES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL. WITH THE FOLLOWING PROPERTIES: A. WOOD - museum SpEcinG GRAVITY OF G=0.42 B. CONCRETE MINIMUM COMPRESSIVE STREt4GT H OF 3,200 PSL C. MASONRY - STRENGTH CONFORMANCE TO ASTM G•90, GRADE N. TYPE 1 OR GREATER). PROPSETARTALOCOMENITAL PE OL E pKpSUA7L7N CGNTAAEDINT DRAWING S THE 501E oPEE1YofUT1 WITIF WR rfl . �WFG TOI IN W . IS �LAYCOUT - 1FiFp, 01 aoaa • ."°'t'fd�be S ti8 = r A PB. N0.62514 * A ' UPDATE] PER NEW ESC REQUIREMENTS AVENUE 34474 INSTALLATION ANCHORS 07/07/08 !SCHEDULE & NOTES- LARGE MISSILE IWPACT 7/15P2008 NTS CYJS -157 LE.TIER: . - - 2 0F8 COMMODITY SIZES (11P -11P) MIGHT - X6' -60 (IN) +60/-60 551/4 W ®T1I (IN) CLASS TY1°E 19 1/8 +601-60 26 A,B +60 /-60 28 1/2 A.B +60/ -60 +601 -60 +60 /-60 +60-60 37 A.B d +60/-60 +681 -60 +60 /-60 +601 -60 53118 A,B •t601 -60 460/-60 +60 /-60 +601-60 751/4 A,B +60/ -60 +601 -60 +60/60 +60/ -60 A,B +60/ -60 A,B +601-60 A.B +60/ -60 A,B +60 /-60 A.B 4601-60 A,B AB A,B +60/ -60 A.B +601 -60 +601-60 +60/ +60/-60 +60/-60 +60/-60 +601-60 460/60 +601 -60 +601-60 4601-60 +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60/-60 - 460 /-60 +60 /-60 +60/ -60 +60/ -60 +60/ -60 +60/-60 460/-60 +601-60 +601 -60 460/ -60 4601 -60 +60 /-60 +60/-60 +601-60 +60/-60 +60/ -60 +601-60 +60/-60 +60/-60 +601-60 460/ -60 +60 /-60 +60/ -60 •+601-60 +60/ -60 +60%60 +60%60 +60/-60 +601 -60 +60/-60 +601 -60 +60/ --60 +60/-60 +60/ -60 +- 601-60 +601 -60 460/ -60 +60/-60 • +60/-60 +60/ -60 +60/ -60 +60 /-60 460/-60 +60/ -60 +60M50 +60/ -60 +660/-60 +60/-60 +60/ -60 +60 /-60 +60-60 +60-60 +60-60 +60/-60 460/-60 +60/ -60. +60/-60 +60/ -60 WIDTH (161) GLASS Tfl'E 24 3/4 27 1/2 291/2 311/2 35 1/2 391/2 411/2 43 1/2 471/2 511/2 74 A,B A,B 17 7/B 460/-60 +60/ -60 29 1/2 460/-60 M00ULAR S1Z&S (UNITWINDOW S1Z +601-60 +601 -60 311/2 351/2 +60/ -60 *601-60 *60/ -60 +60 /-60 GLASS TYPES E1DIG11T(IN) 391/2 411/2 43 1/2 +60/ -60 +60/-60 +60/ -60 W4 OVERALL 1B TOUPEES GLASS EfIr AIR SPACE air LAMINATED ur ANNEALEDGLA$S 3132*. DUPONT WS INTES AYER 11B ANNEALED GLA08 1 2 - M ASS BITE +60/-60 460/ -60 P TARYAMOCONFIODO a1. THE OFOR NTICNCONTABND Ai TM MOM= TtiE 301.E r ' mT t N WkIDCY SYSTEMS. 2C. ANf lCTION **PART OR AS A WHOLE Wts}f4FJT7RE WRITTEN musses OF CUBTd!WNOOW SYSTEMS, INCAS PNOFABtfEn a r R . • - 1 F . 471/2 54 460/-60 -160/ -60 +60-60 +601 -60 FL. • NOTE IF SZZE VITENDED IS NOT SHOWN, USE NEXT LARt3ERSIZE. ;02514 A TIPDATlx1 PER NEW FRO REQUIREMENTS 07/07/08 wow SYSTEMS SkW. 44TH AVENUE , FLORIDA 34474 ti CHART & GLAZING - LARGE MISSILE IMPACT 7/15/2008 GOYS -157 3OF SEE GLASS TYPE DETAIL OfG 3 L _T YP3 AL VERTICAL 5FC'ROIV llrTE:SAWSSASKWT&9AY DETAIL C (HEAD IMPACT NOOKS) IMPACT MOOR SPACING: 1) HEAD 14001(M Er FROM (661 EDGE TO EDGE OF FOWL. A THIRD HOCK I3 CENTERED IF MT WIDTH IS GREATER THAN OR EOUA . TO 61 SW. INNER HOOK S 718' FROM EDGE QF MG RAIL *SASH CATCH: A) 2116' FROM SASH CORNER TO EDGE OF CATCH. 6) A THIRD CATCH IS MITERED AV SASH IF UNIT WIDTH IS GREATER THAN OR EQUALTO 61 314. SASH AND ERAMEHODKS AITETO MAN WITHIN 114'. Cr; IMPACT 14001( SPACING: 1).}A616 HO A) 6* FROM WET EDGE TO EDGE OFH001C 6) A THIRD HOOK ISC1ICER EDIF UNIT HEIGHT IS GREATER TIM ORECM. SASH CATOPE 2116FAOJA SASH CORNERTOEDGEOPCA10H. 6) A THIRD CATCH IS CENTERED 114 SASH IF UNIT HEIGHT 16 GREATER THAN OR EQUAL TO35 3r4. SASH ANO FRAME HOOKS ARE TO ALIGN WITHIN 114'. WINDOW STsToAS @00 S.W. 44TH AVENUE FLORIDA 34474 A UPDATED PER NEW -FEC REQUIREMENTS 07107/08 7115la0o8 clan -157 R-b'OD I 51490 7 14E@7 3 144497 10 8 11 14Ma04 12 5-1678 13 56016 14 516 IS 614248 16 5.6016 17 56013 13 84014 29 54578 21 81556 22 3.1934 23 P3184 24 P3783 25 P3784 26 83215 27 1 26 P3+ 29 P3705 39 $1112 31 P3766 32 P4051W 33 R374855 36 P3010 35 P3531 36 P3342 37 P3752 36 P3428 39 9442a 49 P3352 4t 94735 42 P349r 43 89613 44 45 49 P3261 47 P381 48 9.4218 49 P3218 3D P2321 61 P3691 62 P3228 83 P3029 34 P4633 3S 5.1577 Si 51466 Si R4113 Lien Pai. Fsa Reid.Fid. 4tH. Mot RA WC Red. Soh Mot Rat NSA s 8.H/S.S,R. kiwis Sash adeacelficd. Rd Res; track 054 84, W4'.Pxd.1b 3. Mc. 3d.. 314 ".1.3d. Vert 3W'.SOSb, Fork. 53. Ed. 314'.Bae4, Veit. Aaehm Fbi7.Tardmp bped.PVC Soal a X 0.6115 eb Sedan, maw Rd. 1Q'lids 61a2a, Sash spacer. CuraSeat Rxed Spitzer, LYCeSnu GSaab 1ariptian 3 M Fr.. SH00/1141.. PVC. Maud Mtn rr. 8K 8/163., PVC. S I Min Pr. b%arcb.. PVC. 1- Jr. Mon Fr. SF4 wr PVC R R Hreom9ffi6, PVC (SBA Iut1 San. Adapt. w/692. FMC. Wiz. 9m. Adapt„ PVC, Vert Poore Csu5.l530. PVC, 48 Sash Celdl, FMC board Uoeper.Dotract WC Weep Como,/ Rep Rola Rato.15M.R Webb, 0276 at .187 beckFi!Sealetof x 2/20022111481.99 28x1250RtFRISS,2t4 . ss x 0825 tbrad$H 1'HG 5fit 359j Mod tff 6 Base, .350 Fi0tr 68 x 336' Sava. Frame Woad ibok Hal Mel. Tn43eat 1i' Hot WI, %Seat II' 89..881Sr.178'x618'xti4 - 1L34200 Sold Coo. Laird WA T*,Rd6c1 Tenpmary tbt /6FROTP [71731St 9290) Sias, F4te4 Screen Rana. Forts. saaan Ram, Van. Snail Fsaata Center Key Screen CJadt 16 x 16 Fbergbos 0 S1d7e, .265 Da. 138c Screen RdTab Screen Sprk`p. SS Rart0Cath. Wed w4 HS Raid. 6.21RJS242 Vol Scrum Support /VC 3116" 1 Ur 1/lG 86715" 1 211 18' PVC FRAME FLANGE -6031 378" 2112' 1 ANCHOR CLIP, P -3780 ALUM NUM 6063 -T6 NOTE: ITEM 19 R9 NOT USED IN THIS PROOt1CT( .1 15'tW 3 1/6- PVC FRAME FIN -6026 PVC FIXED MTG. RAIL -6001 PVC SASH TOPBTM RAIL -6004 FRAME IMPACT HOOK -1577 ALUM. 6083 -76 (HS HEAD) 11H6' 81114 F AL 6 16 F S J PLAN VIEW OF ANCHOR CLIP PVC SASH SIDE RAIL -8028 ROLLER TRACK -1678 SASH IMPACT HOOK-1556 FIXED MTG. RAIL- -1499 ALUM. 6063 -T6 ALUM. 6063 -T6 ALUM. REINF. 60637'6 PVC SASH MTG. RAIL -6027 • sns 118" S.B.RJS.S.R -1498 ALUM. REINF. 6063 -76 PVC SCREEN SUPPORT - 6014 MIEMBSSEMIEMEN SASH CORNER CONSTRUCTION CORNERWELO SASH MTG. RAIL -1497 ALUM. REINF. 6063 -T6 FRAME CORNER MORILM2121 PVC GLAZING BEAD -6016 PVC SCREEN CATCH - 6013 SCREW SUPPOR - 3113 EXTERIOR FINISH BY OTHERS BY PERIMETER CAULK INSTALLER WINDOW FRAME S LL BY • CAULK RY OTHERS BY OTHER S D • 0 a . • ►D •p by 0 Aa 6 CAULK BETWEEN SUCK AN S OPENING BY OTHERS a ° • •It . •. • .• .0.e. i' • .P • rw M ... 0 , . y,.1• P. y.. . = ► .•P. • • • Po • P -. } .. • 0.11 • . :P. • • fONYE TIDAL SECTION .BJCNSP(MASONRY) 114 MAX SHIM CUE NOTE 2 2.3ON BLIL 2) 1 BY WOOD BUCK • TROTTERS ANCHOR CUP INSTALLATION ANCHOR, 3ttr D10. MASONRY ANCHOR. BNSTAUATION ANCHOR. ffit6 DI& MASONRY ANCHOR. ANCHOR CUP CONCRETEMASORRY BY OTHERS LUZ (u4LlL EDGE MST.) ORAL EMBFJZSENT) 4 s cotttaiaW MASONRY ♦ 4 SY OTHERS •p 4 • 4 d • AN • 1l4' MAX GSM I (SEE NOTE 233 ONSNT.21 ti W woo!) BUCK BYOWERS (W EMBEDMENT) a. MIN. EDGE Dlsra 1 114• Met EME EDIASM Lur MN. ISLEDIST >�P CRITERION NISH BY OTHERS Li R12ONTAL minor; H cup mammy) S WBAtOW FRAME BY BISt'AUER ECTERIOR FINISH BY OTHERS 114' MAX SHAM (SEE NOTE 2 & 3 ON SHT.2) ANCHOR 0.1#' 2+SfALLATIO8 ANC1I4 3116' OA MASONRY ARMOR. BY OTHERS Bi9f PERGETER CAULK av INSTALLER WINDOW FRAME .JAHB • PERIMETER CAULK SW INSTALLER 0.s 0.i �+ D- 0' t P +' t 0 0 � ° 0 � 0 * A � 0 . M tr @+at. Es~t tT) t• BY OTHERS (G)ALTERNATE ?RECAST SRi DETAIL EDGE DIST4 N4) CUP MASONRY) f (SEE NOTE 21 3 OAl SN'T. 21 { ( EMBEDLIEN1) . a ANCHOR ' - r1 • • p B "mom • CUP WIM ICW FRAME JAMB _ : .� 0 ► A* J, ea. IN8TAUATION ANCHOR. 3/78' TIA.MASONRY ANOCOR. • (t HORIZONTAL SECTION CBJ CUP (WOOD) MAX GE E 2 & GEE 283ONSHT.2) f n EA ERIORMISR SYOTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS DRYWALL BY CAULK BERNEE4BUcX OTHERS AND OPEN/NS BYOfHERS p:• w: 1 • - p y A• 1 BY WOOD BYOTFEf CAULK UMER SCRIM HEAD BY INSTALLER 21? (MIN. EDGE DIST.) CAULK BETWEEN RUCK AND OPEWNS BY OTHERS th1NSTALLATtON THRU FRAME DETAIL -LARGE MISSILE IMPACT 7/15/2008 GWS -157 7 0J 7 OP 8 VER71CAL SECTION ICI MOOD) PROPMEMRYASO COMMA/. I • . a WHEL 1H6 lG�MAISOI wtxs mono s me erns Pmesit' SVRE'r tPE OF MOWN SYSTEMS, IS e • v:- ® HORIZONTAL N RM (WOOD) wwoow SYSTEMS S.W. 44TH AVENUE FLORIDA 34474 • e In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: t\ L 1 6065 PERMIT # CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET 1 — o'—\'9 ADDRESS: Z S I 9 61° FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): 0 oO COST OF PROPOSED IMPROVEMENTS: 1-Z1 I (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): ZZ I F Go VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: DATE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: ITEMS TO BE EXCLUDED All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool