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WS-12-974
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175844 Permit Number: WS -5 -12 -974 Scheduled Inspection Date: July 17, 2012 Inspector: Bruhn, Norman Owner: SCHWARTZ, JOSEPH Job Address: 1304 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1122320300120 Phone: (954)792 -4415 Building Department Comments REPLACE ONE IMPACT DOOR Passed Failed 7-/2-0/02 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 175314. CREATED AS REINSPECTION FOR INSP- 175111. CREATED AS REINSPECTION FOR INSP- 174181. No access. NB CANCELELD BY JAVIER. NO ACCESS. NO ONE HOME. JR July 16, 2012 For Inspections please call: (305)762 -4949 Page 19 of 27 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 B DING APPLICATION 6C 20 Permit No. Master Permit No. I MAI 2 L Permit T, DING ROO ` 1 ° G OWNER: Ain ne (Fee Simple Titleholder); Lo C d C 5C o b yw� t Phone#: 3-r.:)--)5( S Address: \ -30'-t City: WA% c. tfla Tenant/Lessee Name: State: L- Phone#: Email: JOB ADDRESS: '21.1/4-1 a I CP-A S City: Miami Shores County. Miami Dade Folio/Parcel#:.V I - 2.2.52 - cJ 3o .C� i 2JG� 6;04) r Zip: `'73 d 3 • Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954.792.4415 Address: 4070 SW 30TH AVE city: HOLLYWOOD State: FLORIDA Zip: 33312 Qualifier Name: WAYNE THOMAS BURNEiT Fhone#: 954.792.4415 State Certification or Registration #: CGG061890 Certificate of Competency #: Contact Phone#: 954.792.4415 X243 Email Address: Imartinez@fhaproducts.com DESIGNER: Architect/Engineer: (...0.1 Vn 6_. �L.Z to Phone#: cioi -1 S Z SLII 4( Value of Work for this Permit: $ 3 Square/Linear Fo ; ; f Work: Type of Work: °Addition °Alteration ONew •i• epair/Replace °Demolition D e s c r i p t i o n of Work: P L "Cl. t 1 J 2, T r ******** * * * *** * * * * * * * * * * ***** *** *** **** *Fees ** * ***** * **** *** ***** * ** * * * *** *** ***w Submittal Fee $ Permit Fee $ i7(. 04.) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL MO. 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 FT FCTRICAL 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. wner or Agent The foregoing instrument was acknowledged before me this 4J day of , 20 11, by �'?(,�� L4-44.1 Jr who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Contractor The foregoing instrument was acknowledged before me this day of ,20 i ,by r ° _(• be,3r tai, who is personally known to me or who has produced as identification and who did take an oath. Print: My Commission Expires: ''\'.ti Q�� eta "� E� F1eF.de ********************* * ****** * **.k* * * *** * ** * *�k�M+ *** * * * * *�k�k*** * * ** *** * * * * *** APPROVED BY i� �iZ /�/ NOTARY PUBLI( Sign: Print: My Comm Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SIZE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO..0 -ZZ32 - o o • 012-0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements win be made to certain real. property, and hi accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1. al description of property and ics4, 2. Description of improvement: 1111111111111111111111111111111 11111111111111 C FH 2012R0372228 DR Bk 28125 Ps (]051 (1s) RECORDED 05/25/2012 09 :46:43 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office ?Ca( `'Cb 41 -SS "ol 1 (i.‘kS 7, 3. Owner(s) name and address: ...N0112 P PI S On LoctrA 1 ?Nom && t Opt Sr (1 i .:IA , Interest in property: wh,Q( Name and address of fee simple titleholder 4. Contractor's name, address andphone number. Fonda Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954 - 792 -4415 5. Surety: (Payment bond required by owner from contractor, ificirifyyra (iF FLORIDA, COMITY OF Name, address and phone number / HERRlY CI:RTFYthat ` 9 mi, yx, Amount of bond $ at'>Virirlf t d ais i' o C. . 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner ukrymiLoss lip Section 713.13(1)(a)7., Florida Statutes, • FLAW Name, address and phone number 8. In addition to himself, Owners designates the following person(s) to receive a copy of + Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA ST IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR OR RECORDING YOUR NOTICE OF COMMENCEMENT. Sign ure(s) of Own•r(s) or 'c O'' NOTICE OF COMMENCEMENT ARE CONSIDERED ••, AND CAN RESULT IN YOUR PAYING TWICE FOR • . ; o AND POSTED ON THE JOB SITE BEFORE THE z'• OR AN ATTORNEY BEFORE COMMENCING WORK rized Officer/Director/Partner/Manager By Print Name oC d O S ee S • $qtr ' Z3 Print Name Title/Office Title/Office, STATE OF FLORIDA COUNTY OF MIAMI -DADE The formoing instrument was acknowl -. ged before me this 24 day of By S (.1.,) Lot:, U19dividually, or ❑ as ersonaiiy known, or ❑ produced th'nowing type of ldentification: Signature of Notary Public: Print Name: VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. Signaturp(s) of r(s) • 's Authorized O fficer/Director /Partner/Manager who signed above: By 12=42 PAGE 3 111137 for Homi er a -Pmpro 44)70 SW 30th Ave Huilywood, FL63s12 Florida Home Improvemem Associates License No. CGC 0818901 QB44818 4070 SW 30s' Ave., Hollywood, Ft. 33312 Job# Replacement Wi ows Contract Name: �k; n t i Home Pho l� �36 \3c t — \ ®s ®cam Broward Tel: 954.792 -4415 Miami Dade Tel: 305- 845.4469 Fax: 854492-2170 Web: FHAPRODUCTS.COM Email: INFOIFHAPRODUCTS.COM Bus. Phone: Address City State Zip This Contract is made and entered into this 1 day of r "4\ ab , 20 Sv and between Florida Home - Improvement AssOciateS, Inc, The Work. Contractor agrees to perform the work described below: 1) Remove existing units to be replaced. (NOTE: Removed Rem, are likely to be damaged.) 2) Prepare openings as necessary to receive replacement units. 3) WINDOWS: _ FHA Energy Storm Saver Simonton vinyl insulated Install _ Aluminum Insulated, Aluminum Non - Insulated 4) Doors:_ FHA Energy Stone Saver Aluminum insulated, _ Aluminum Non- Insulated a Florida corporation ("Contractor or "FHA "), and owner(s) named ve of the residence located at the address listed above( "Owner"). Directions are viewed from the inside. On sliding glass doors Active and lied Panels are Identified. On Casements and single French doors the hbrge Is identified Right Hinge and Left Hinge. On Double -French Doors the more active door is lde ntfied impact: ( -- ) Non- Impact: ( ) Color: White: Tan: Bronze: Grey Glass: INITIAL HERE -9 Warranty: Manufacturer's Warranty sent upon competition. 5) Work NOT to be replaced: INmAL HERE-9 ei If 3pnitrable, :,h,••tter (:2nels andlc•r, security :;••rs. 7) Special Instructions. ; 4111AL HERE -9 8) Cleanup job debris and provide necessary permits and insurance. 9) If applicable, In the event that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. (No finish work other than normal installation Is to be done unless noted below.) Additional Work: Schedule: Contractor shall commence the work wIthincig days after execution of the Contract (the "Commencement Date°) and shall endeavor to complete all Work hereunder wehin flays after the Commencement Date. (� The TOTAL PRICE for all Labor and Materials (including any applicable discount) is $ )t4.51," ,00 Down Payment $ Balance Payable $ .00 Contractor will provide to Owner a Final Waterer and Release of Lien and Contractor's Final Affidavt to Owner, substantially similar to the forms included In chanter 713. Florida Statues (20051. Circle one :itrE3yor NO) Owner elects to cooly for flnandng of the abooe•stntue lump sum amount If yes Is drdgd, seeinandng agreement and related documents Notke to the Owner, If financing Is being obtained by Orman a). Do rlotsignthb home hnprovmrent contract (Including finadrng dowmentsl in blank. b). You are entitled to a copy of the contract at the time you sign. Keep It to protect your tagal rights. 4 The finandal documents attached to thls home improvement contract may contain a mmtgape or otherwise create a lien on your property that could be foreclosed on N you do not pay. Be sure you understand all provisions of the contract and Mandel documents before you sign. Mi ei aneo r : This contract contains the entire contract of the ponies. It may not be changed orally but only by a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year first above written. You the Buyer may cancel this transaction at tiny time prier to midnight on the third business day after the date of this transaction. See the attached notice of cancellation Corm for an explanation of this right. Owier: Contract Price $,2535.' tcs Sales Tax ( %) $ (If applicable) ��[[ Total Contract Price $ (Signature of Owner) (Signature of Owner) Date Home Owners Association Name: YES ( ) NO Building Nome: Phone #: fiticla Yom( ) Standard_ Qty_ SlnaM Huna 3i Qty Qty Mao Window ..,,, ..4' :e "V Qty Qty_ _ Custom ACTIVE FIXED FA — I AF W RH ACTIVE J /Mid Oa Door ale French Doors Doable French Doors RA( ) LA( ) GLY &MEWS Qty (a) Us"—e" Z y-s IN-erl..,Cq AA AF FA FAAF AAF FM Qty Qty Qty Qty Qty Qty RH( ) LH( ) QtY Glass: INITIAL HERE -9 Warranty: Manufacturer's Warranty sent upon competition. 5) Work NOT to be replaced: INmAL HERE-9 ei If 3pnitrable, :,h,••tter (:2nels andlc•r, security :;••rs. 7) Special Instructions. ; 4111AL HERE -9 8) Cleanup job debris and provide necessary permits and insurance. 9) If applicable, In the event that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. (No finish work other than normal installation Is to be done unless noted below.) Additional Work: Schedule: Contractor shall commence the work wIthincig days after execution of the Contract (the "Commencement Date°) and shall endeavor to complete all Work hereunder wehin flays after the Commencement Date. (� The TOTAL PRICE for all Labor and Materials (including any applicable discount) is $ )t4.51," ,00 Down Payment $ Balance Payable $ .00 Contractor will provide to Owner a Final Waterer and Release of Lien and Contractor's Final Affidavt to Owner, substantially similar to the forms included In chanter 713. Florida Statues (20051. Circle one :itrE3yor NO) Owner elects to cooly for flnandng of the abooe•stntue lump sum amount If yes Is drdgd, seeinandng agreement and related documents Notke to the Owner, If financing Is being obtained by Orman a). Do rlotsignthb home hnprovmrent contract (Including finadrng dowmentsl in blank. b). You are entitled to a copy of the contract at the time you sign. Keep It to protect your tagal rights. 4 The finandal documents attached to thls home improvement contract may contain a mmtgape or otherwise create a lien on your property that could be foreclosed on N you do not pay. Be sure you understand all provisions of the contract and Mandel documents before you sign. Mi ei aneo r : This contract contains the entire contract of the ponies. It may not be changed orally but only by a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year first above written. You the Buyer may cancel this transaction at tiny time prier to midnight on the third business day after the date of this transaction. See the attached notice of cancellation Corm for an explanation of this right. Owier: Contract Price $,2535.' tcs Sales Tax ( %) $ (If applicable) ��[[ Total Contract Price $ (Signature of Owner) (Signature of Owner) Date Home Owners Association Name: YES ( ) NO Building Nome: Phone #: P'- qh.(GCP -j) V(mph 175 1620 FBC forHVHZ, or Fig. 26.5-la Risk CeteBor 11 Table 1.5-1, page 2 Exposure C Section 26.7 Kd 0.85 Table 26.6 -1, page 250 Kzt 1 Fig= 26.8 -1, page 252 (lCpi 0.18 -0.18 0.55 pitcbofreof 3/12 14.0 dogmas theta 14.0 degrees Specialty EngInsering Cam. Ina IMO 8W 30Mvem%. 84.1420 Boynton Beach. FL 334328 FL CABOm217 Wnd Vela: Ites In South Flo a Design pressures are for an enclosed branding (shutters or other Impact resistance protection required). Dade Breward Palm Beath End zone distance is the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3' -0" Risk Cal 1 165 156 156 Low risk to hmoaas (forma. shedo) Risk CM. 2 175 170 170 Simile Family Residences Risk Cat. 3&.4 186 160 180 &modal Facilities I7031W011084 9160 1 Imma0Wm of wee Chars prattle wind pressures based on the mean roof height And shall not exceed 50'-0'. 2 Design pressures are for an enclosed branding (shutters or other Impact resistance protection required). 3 User shag delemdne the mean root height, (Eawe height -t- RoofPeak)R. 4 End zone distance is the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3' -0" 5 550% of a component Is Ina particular zone then that component 10 considered to be In zone with the majority of the Brea. If questionable then place harms 5 8 Each component, window, door, mullion has a tdbulery area that Is area to be used. Area of components to rounded down but shall not be less than 10 af. 7 For NOA'e that require a Kd-1.0 then multiply the wdues listed herein by 1.18. 8 Wind pressures ere based on Allowable stress design. 9 Design pressures asted herein are valid for Expcsuroe B and C and not exposure D. 10 Charts and values meted herein are only valid when sign ed,seel��A�� MoDougle, PE 858214 11 SAW design pressures are calculated in accordance ASCE 7 -10, Method 2 12 INo reduction is taken for elopes lees than 10 degrees. Men Roof DORM Aroaofoamp000nt Arcaofoamonont Arne of component Arcaofoompooant Aroa of comment Araa ofcongbnant Area ofcompanml Area ofaomponeat Area ofaomp000nt Areaofoomponant Area decimated 10.0 of 15.0 sr 20.0 sr 25.0 of 30.0 sr 35.0 sr 40.0 of 45.0 of SO 0 sr 550 sf 60.0 of • e 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 8 Zaire 4 Zone 8 40.1 ' 40.1 38.8 38.8 40.1 40.1 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 -42.2 -51.3 -43.4 -53.6 - 41.4 - 49.8 -41.0 - 49.0 - 40.6 - 48.3 - 40.2 -47.5 -39.8 -46.8 -39.4 -46.0 - 39.0 -45.2 -38.6 -44.5 40.6 39.3 39.3 40.6 40.6 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 -42.8 - 52.0 -44.0 -54.4 -42.0 -50.5 - 41.6 - 49.7 -41.1 - 48.9 - 40.7 - 48.2 - 40.3 -47.4 - 39.9 -46.6 - 39.5 -45.8 - 39.1 -45.1 41.1 41.1 39.8 39.8 41.1 41.1 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -44.6 -55.1 -42.5 -51.1 -42.1 -50.4 -41.7 -49.6 -41.3 - 48.8 -40.8 - 48.0 -40.4 -47.2 - 40.0 -46.4 -39.6 -45.7 41.6 41.6. 40.3 40.3 41.6 41.6 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -45.1 -55.7 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 -40.5 -47.0 - 40.1 -46.2 42.1 42.1 40.8 40.8 42.1 42.1 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -45.7 - 56.4 -44.4 -54.0 -45.7 -56.4 -43.5 -52.4 -43.1 -51.5 -42.7 -50.7 .42.2 -49.9 -41.8 -49.1 -41.4 38.3 -41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 42.6 42.6 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 - 57.0 -44.9 - 54.5 -46.2 -57.0 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41.8 -48.9 -41.4 -48.1 -41.0 -47.2 43.0 43.0 41.6 41.6 43.0 43.0 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 - 55.1 -46.6 - 57.6 -44.4 - 53.5 -44.0 -52.6 33.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 -48.5 -41.4 -47.7 43.4 43.4 42.0 42.0 43.4 43.4 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 -47.1 -58.1 -45.8 -55.6 -47.1 -58.1 -44.9 - 54.0 -44.4 - 53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 43.8 43.8 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 - 58.7 -46.2 -56.2 -47.5 -58.7 -45.3 -54.5 -44.9 - 53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 -42.6 -49.5 -42.2 -48.7 44.2 44.2 42.8 42.8 442 44.2 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 - 56.7 -48.0 - 59.2 -45.7 -55.0 -45.3 - 54.1 -44.8 - 53.3 -44.4 -52.5 33.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 44.6 44.6 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 -47.0 -57.2 -48.4 -59.7 -46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.7 - 52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 45.0 45.0 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 - 60.2 -47.4 - 57.6 -48.8 - 60.2 -46.5 - 55.9 -46.0 -55.1 -45.6 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 45.3 45.3 42.9 42.9 42.4 42.4 42.0 ' 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -49.2 -60.7 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 - 52.9 -44.6 - 52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 45.7 45.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 - 61.2 -48.2 -58.5 -49.5 -61.2 -47.2 - 56.8 -46.8 - 55.9 -46.3 -55.1 -45.8 -54.2 -45.4 - 53.3 -44.9 - 52.4 -44.4 -51.6 -44.0 -50.7 46.0 46.0 44.6 44.6 46.0 46.0 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 29 -49.9 - 61.6 -48.5 -59.0 -49.9 -61.6 -47.6 -57.2 -47.1 - 56.3 -46.6 -55.5 -46.2 -54.6 -45.7 -53.7 -45.2 - 52.8 -44.8 -52.0 -44.3 -51.1 46.3 46.3 44.9 44.9 46.3 46.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 30 -50.3 -62.1 -48.9 -59.4 -50.3 -62.1 -47.9 -57.6 -47.4 _ -56.8 -47.0 - 55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 35.1 -52.3- -44.6 -51.4 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address:1310 NE 101 ST MIAMI SHORES FL (Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size 1 DOOR 12- 0208.03 +75.0 -85.0 +40.1 -43.4 34 3/4 x 81 3/4 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Shutter Required Mullion Required Yes /No Yes /No NO NO Impact Yes / No YES CUSTOMER'S NAME FHA - DIAGRAM SHEET . MEASURING TECH FHA i EA[ NUMBER TYPE OF PROPERTY Z- 1-1S 3LiS f6 ROOF HEIGHT (0, ti FLOOR NUMBER MEASURE DATE - TOTAL # OF FLOORS 1 { I is _ { } I i , t ' r 3 1 _. .,..,_ ... �._ ,. ...... t f , tt , 444.........,..9 _ .. C a 3 i t . L__ { ? { t t { } } ti » y { a x i St { ilk Akio e AP tit 7 pp • b • a f E.._ ._ { _ ._" lip, _ S t S ,_ '0 e� i .o. _.. _ ,.. i _ II' �jJ' } t S k x e 1 I { { � e —t"'' ± j li7 { t -I . t _....4.1.„..1 _ i_ L � , t , DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov/oera/ Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade county) reserve the right to hive this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door -LNII APPROVAL DOCUMENT: Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1)hrough 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply - with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0310.05 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI DADE COUNTY APPROVED NOA No 12- 0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 Page 1 Euroteeh Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0310.05) 2. Drawing No. W04 -01 Rev C, titled "Aluminum Outswing Entrance Door ", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09- 0310,05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03 -1882, 08 -1889, 08 -18890 and 08 -2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 08- 0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI- 04 -T100, dtd 01/29/04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC 2010, prepared by Al Farooq Corporation, dated FEB 02, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor Calculations and structural analysis, prepared by A1- Farooq Corp., dated 04/28/08 and last revised on 06- 02 -09, signed and sealed by Arshad Vigar, P.E. (transferred from file # 09- 0310.05) 3. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus ", expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite PVB interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 & no financial interest, prepared by Al Farooq Corporation, dated 01/25/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 09- 0310.05, expiring on June 10, 2014. 2. Test proposal # 07 -3527 approved by BCCO. Skoll Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 E -1 li ,1 ii SEE SEP( TE NOA ii it FOR T M i 1.11 RATING r ' 0 DETAILS i i • -,1 5° MAX. HEAD /SILL CORNERS 42' FRAME WIDTH 13° MAX. HEAD /SILL (2) ADDL ANCHORS AT 3° 0.C. AT MTG. STILE ENDS REQ. FOR WOOD OR WOOD BUCK INSTALLATIONS ONLY DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY SURFACE APPLIED FALSE MUNTINS MAY OE USED DOOR HINGES SEE SHEET 2 FOR QUAN1TTIES & CAPACITY ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE 000RS IN COMBINATION WITH SIDELJTES USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDEUTES IN COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDEUTE OR MUUJON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 31 3/4° D.L. OPG. 39 1/8° LEAF WIDTH d-.11 75 3/4° FRAME WIDTH 13° MAX. HEAD /SILL Ei SEE SEPARATE NOA FOR SIDEUTE RATING AND DETAILS MIAMI -OADE COUNTY APPROVED MULLION SEE SEPARATE NOA 29° D.L. OPG. 30 3/8' LEAF WIDTH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 29° D.L OPG. 38 3/8° LEAF WIDTH ETan JAVAD AISAD • FLA. PE #870592 CAN: 830 5° MAX. HEAD /SILL CORNERS m 0 8 zattmViltv orsemer Ralik Taptrallsa to�V 8 N Y 8 s drawing no. W04 -01 (sheet 1 of 5 DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. ( +) INT. ( -) 2/8 8/8 100.0 140.0 75.0 85.0 3 8 140.0 75. 8 2/8 140.0 75.0 85.0 3/0 7/0 75.0 85.0 3/8 140.0 75.0 85.0 2/8 140.0 75.0 85.0 3/0 8/0 75.0 85.0 3/6 140.0 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS; 3 POINT LOCK SYSTEM AT ACTIVE LOCK 511LE 36° FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR, STRIKE PLATE 1 -1/4° X 1/4° X 16 -1/4° LONG ATTACHED WITH (2) 48 X 3/4° SMS HINGES SINGLE DOORS; TWO- HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 8Y '01£SSE' (5) PER LEAF AT 6 °, 12 °, 35 °, 63 -1/2° AND 92 -1/2° FROM TOP OF 000R / DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'Jr WIDTH HEIGHT EXT. (+) INT. (-) 2/8 8/0 100.0 140.0 3/0 8/8 100.0 140.0 3/3 7/0 100.0 140.0 2/6 1/ LEAF 100.0 140.0 3/0 7/0 100.0 140.0 3/3 8053 -18 100.0 140.0 2/8 INSTALLATIONS WHERE WATER INFILTRATION 100.0 140.0 3/0 8/0 100.D 140.0 3/3 8083 -113 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 402181 ATTACHED WITH (4) 410 X 1-1/2' EMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4° X 1/4° X 16 -1/4" LONG ATTACHED WITH (2) 48 X 3/4° SMS HINGES SINGLE DOORS; TW0- HANDED. COMB HIND EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' AT 3', 9" AND 26-3/ FROM T F DOORS TOP AND BOTTOM, ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3 ", 9" AND 28 -3/8° FROM TOP AND BOTTOM DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. (+) INT. ( -) 5/0 8/0 75.0 75.0 8/4 2 75,0 75.0 5/0 7/0 75.0 75.0 6/4 1/ LEAF 75.0 75.0 5/0 8/1 75.0 95.0 0/4 8053 -18 . 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT EXTERIOR( +) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ITEM 4 PART 4 REGD. DESCRIPTION . MATERIAL MANF. /SUPPLIER /REMARKS 1 ER008 AS READ. DOOR FRAME 8083 -18 - 2 ER012 AS READ. DOOR LEAF 8083 -T8 - 3 VZ1588 1/ LEAF DOOR BASE BOARD 8063 -T6 - 4 VZ -1483 1/ DOOR FRAME SILL 8053 -18 - 5 - 1/ DOOR SILL BASE 6053 -18 - 5 V2 -1481 AS ROD. ASTRAQAL SOLE 8083 -113 - 7 VZ -1535 4/ LEAF GLAZING BEAD 6083 -18 - 6 2801 AS RECD. GLAZING GASKET EPDM DUROMETER 7845 SHORE A 9 °bE 10 1001/50 1/ CORNER CORNER KEY ALUMINUM ,Atd MONTICELLO ''"4 11 006002 4/ LEAF HINGES ALUMINUM OIESSE 12 410 X 3/8° 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS READ. BULB W'STRIPPINO - - 14 410 x 2° AS READ. ASSEMBLY SCREWS - HH SELF DRIUNG • 15 412 X 1 -1/4 - FRAME ASSEMBLY SCREWS - SMS LOCKS DOODLE DOORS: AMNF_ I E; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 402181 ATTACHED WITH (4) 48 X 1 -1/2° EMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38° FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH B01.TS AT TOP AND BOTTOM OF INACTIVE LEAF PART 402188 ATTACHED WITH (4) 48 X 1 -1/2° EMS. HINGES DOUBLE DOORS: TWO-HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6 °, 12', 35 °, 83 -1/2° AND 92 -1/2° FROM TOP OF ODOR NOTE TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. 3/18° HEAT STREN'D GLASS 090° INTERLAYER BUTACITE PVB BY 'DUPONT' 3/18° HEAT STREN'D GLASS 3/16° HEAT STREN'D GLASS .100" INTERLAYER SENTRYGIAS 8Y 'DUPONT' 3/16° HEAT STREN'D GLASS SILICONE GE SCS 2800 SILGLAZ£ II SILICONE GE SCS 2800 SILOLAZE II tR4DUCf MAW 6/ with *6168606 its riwirstito $!) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -'219 ro ‘) re 2 •a° e6 n� u N 1 1 4 drawing no. W04 -01 sheet 2of 5 ) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING O 11 •. V ACCESS HOLES WITH PLUGS 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING —111-1-11—ji I F NOA OR TRANSOM II RATING AND DETAILS ETAILS I e i n L U j 1 © 1 iF �� iI I ii 1\_MWMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA --gjg a #8 X 1/2" SMS 3° FROM ENDS AND 10° 0.C. MAX. (4) #12 X 1° SMS AT 2° O.C. MAX. AT CENTER OF SILL REOD. AT DOUBLE (XX) DOORS ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS 8E5 ELEV. FOR SPACING YBBYOei UMW - ,.nes* iliptnike toiskommeres TYPICAL. ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. METAL STRUCTURE WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL. ANe CITORS_ SEE ELEV. FOR SPACING C..!i a .R_. • u =177 KS1, Fy =155 KS1) IN . . :. • ` ' °OOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY X14 SMS OR SELF DRILLING SCREWS (GRADE 2 ORS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY 2 -1/2" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'a .° 3000 PSI MIN. 0 -90 HOLLOW /FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. SEALANTS; ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50726 SEAL■NTS.. Engn JAVADLAHMAD FtA.�7o�ex Ca. 2 cc a R ffi 0 g 8 4 s k drawing no. W04 -01 sheet 3 of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA _....fit SEE SEPARATE NOA p 1! FOR SIDEUTE It RATING AND DETAILS It 41 FRAME WIDTH SINGLE DOOR TYPICAL ANCHORS FOR SPACINO 1/4° MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK 4 W0 DOUBLE DOOR YUQDUCT IMMEIMIX : wMi As lloiRia iMiphidlow Mp .03 TYPICAL ANCHORS SEE ELEV. FOR SPACING ft z gg JJHL 5 ZJ .`s 4 ffi tl i drawing no. W04 -01 (sheet 4 of 5) 1.815 0 3.837 .070 2.858 1 DOOR FRAME 0 2.047 DOOR LEAF .024 0 0 DOOR BASE BOARD .1 3.937 .571 1.417 1.772 -W FRAME SILL 0 4.9 ASTRAGAL STILE SILL BASE .094 GLAZING BEAD LEAF CORNERS FRAME BOTTOM CORNER , E,gn '$AVM5 ;AI 941) oMf R.A. PE p 70582 C.A.N. 538, 2012 rmesUCT SAW= r *faw with the Fta k. "°e�" " ei.-'a2�3 Oft 3 v 0 0 U O w 0 cc dg, 0 1 drawing no. W04 -01 sheet 5 of 5 ) SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RN is AND REGULATIONS