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WS-12-766Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174955 Permit Number: WS -5 -12 -766 Scheduled Inspection Date: June 25, 2012 Inspector: Bruhn, Norman Owner: Job Address: 60 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Contractor: MULTITECH BUILDING Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1121360130880 Phone: (786)218 -7886 Building Department Comments REPLACE 4 DOORS Passed ad 6 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- 174686. CREATED AS REINSPECTION FOR INSP- 172935. INSPECTION CANCELLED June 22, 2012 For Inspections please call: (305)762 -4949 Page 24 of 43 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 RECEIVE JUN 11201 BY: FBC 2010 Permit No. Master Permit No. S \ 2— ° Permit Type: BUILDING JOB ADDRESS: ` o 0 � 5\` City: Miami Shores County: Miami Dade ROOFING i Zip: l 3' Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee �.J ��� �e � Titleholder): Phone #: Address: \ State: Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Address City: ` State: Qualifier Name: \ \C) ® tio 0- e •stran #: �'� P bn certificate of Competency #: a:an Email Address: State Certificatio Contact Phone #: �' ?� �" ) hone #: Zip: J 1 Phone #: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAdditioi ❑Alteration Description of Work -P d 1 +�A ORepair/Replace ODemolition Colo thru tile: ***************************************F Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ ************ * * * * * * *** * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 4-0(,) 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 4 RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection w of be approved and a reinspection fee will be charged. Signature) Signature 04 0 ! ;b Agent Contractor The foregoing instrumen . ac ledged before me this ) 1- The foregoing instrument was acknowledged before me this l V • day of , 20127 by < 0,r l aJ t 1 \ day of) , 20 y l * c • G who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTA$Y PUBIC: to co vOTARY PUBLIC: .�P. —7 1,3101., Sign: Prin My Co Aire, ca ,s Oil 4 P6 Notary Public State of Florida • Lidia Diaz *Commission EE 204083 * * * * * * APPROVED BY Sign: t My Co * * ***** * * * * * * * * * * * * * * * * ** Plans Examiner Structural Review Clerk Zoning (Revised 5/2/2012XRevised 3 /12/2012XRevised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09) I 9 RPI04 DOTING EXIDSOR DOORS Att0 RISSACE EXF. ONSANGS w/ Kw after RATED ODORS. IS SCOPE OF WORK ■ Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT .'Oe efill:,1-- SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND MINTY RULES AND FITGUI ATIONS 111131 LED. 0181108 DOOR EMSDNO EXTEACR D3011 DOA : 08-020807 'ION SCHEDULE 114" dia. TAPCON AT 12,, O.C. ACKBEDDING OF CAULKING BY OWNER BUILDING CODE 3ELIEF, THESE PLANS FLORIDA BUILDING Hs sr- CITY COPY EXIST N.T.S 37.4 EXIST. 1 STY CBS RESIDENCE #60 24.85' A EXIST OPENING TO RECEIVE NEW IMPACT RATED EXTERIOR DOOR 30"x flir 013-02.08.5 31 II3JECT TOCOMPLIANCE WITH ALL FEDERAL A rr AND COUNTY RULES AND REGULATIONS OODR ZONE 4 DV-83 X7-0 72.0P9 +66.39F • .0.' 18.85' 17.67' cPOISRTECTIVITNNSEA IMPACT RATED EXTERIOR DOOR I 30x80 NOA: 08-0208.07 GROUND FLOOR L 0 11.45' 0 cY) MIAIMIO DE CCUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the The documentation submitted has been reviewed by Miami -Dade County Product Co by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and 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 "6'-8" & S'-0"" Single Outsrving opaque Insulated Steel Doors APPROVAL DOCUMENT: Drawing No "DC9970", titled "6'4" & S'-0 Single outswing Opaque Steel Edge ", sheets 1 through 5 of 5, dated 12 -07 -07 and last revised on 02 -05 -08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar, 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 Limitation: 1.Units are not rated where water infiltration is needed, unless complies with exceptions per FBC. 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 # 02- 1211.13 and consists of this , ;� 1 and evidence page, as well as approval document mentioned above. The submitted documentati MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUM 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 www.buildingcodeonline.com CITY NOA No 08-0208.07 tion Date: February 11, 2013 proval Date: March 20, 2008 Page 1 , , 1.Ait e4-4 :44 f7 i' - 11 •••:4 ' • 1414-, x!J,ilii.tievfmrliAizolii Jeld Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "DC9970", titled "6'-8" & 8'-0 Single outswing Opaque Steel Edge", sheets 1 through 5 of 5, dated 12 -07 -07 and last revised on 02 -05 -08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar, P.E. B. TESTS (Photo copies from files # 02- 1211.13), original test report conducted per SFBC, 201, 202 and 203 -94, now termed as FBC, TAS 201, 202 and 203 -94. 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) No Water Resistance Test performed. 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 PA 202 -94 along with marked-up drawings and installation diagram of single outswing and inswing residential insulated steel doors, prepared by Certified Testing Laboratories, Test Report No(s) Test Report No. CTLA455W, dated October 11, 1999 and CTLA650W, dated January 03, 2001 and, both signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS: 1. Anchor calculations prepared by O.M. Engineering Services Inc., dated 02 -05-08, signed and sealed by Nimesh Bhaysar, P. E. D. QUALITY ASSURANCE BY; 1. Miami Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (Photo copies from files # 02- 1211.13) 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA455W, dated October 11, 1999, for steel samples, tested per ASTM E8 -93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. . 2. Test Report No. ITS - 199006660-001, prepared by Intertek Testing Services NA, Inc., issued to Jeld -Wen Research and Development, dated April 8,1999, for samples of foam, tested per ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 -91A "Standard Test Method for Ignition Properties of Plastics"; signed and sealed by Douglas Keith Tucker, P.E. F. STATEMENTS 1. Letter of conformance & "No financial interest" dated February 01, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Laboratory Statement of compliance, part of the test report CTLA455W & CTLA650W, signed and sealed by Ramesh Patel, P.E. F. OTHER 1. This NOA renews NOA # 02- 1211.13, expiring February 11, 2008. E -1 k+ton • LitAvolo. Isbaq I Cbanda, P.E. Product Control Examiner NOA No 08-0208.07 Expiration Date: February 11, 2013 Approval Date: March 20, 2008 gi co 0 � QY� 11 Q t 2 .1\ 60 A kA of Tom 1 I tr OW) OA WO. I I 71' -+ 5, c 15m) OA WO. maw mac wv ItztrpCn BG JIU WM Aaim RR PRAT: 8' -0' SINGLE OUTSWING OPAQUE STEEL EDGE IMPACT STEEL. DOOR IN WOOD FRAME PART OR ASSEMBLY: GENERAL NOTES JELD -WEN, INC. 3737 LAKEPORT BLVD. KLAMATH FALLS, OR, 97601 PH. 541 - 862-3451 0 0 0 o m.o.—. pi WiALSI (14 111' 0 0 0 0 ••• t,,*7 0 SEE DETAIL A ON SHEET 5 1 5/44.---4 SEE DETAIL A ON SHEET 5 VERTICAL CROSS SECTION TYP WOOD MANZ INSTALLATION SCAM s- 11111111M111■Im■Ti-T- d a 1 ■ •. • IIIIIIIMEIEMECK/LidliE11.211•111111 IMILIZELAWAYLIIIMICT . - • 1= -■• - 1 ,la; ./ 2 ' IIIIIMIMMIIIM WI ffm71/177itii/L4Thlis-..7 1 2 0 , ,ilrill'ul4G `141.11. ;11.17nEll 11[111nirMilidIrM 01 IniralEakba;■41'"*.•11,:«;+?atimilawilq;1 11111 /1.11711 Ma flaiti.JELiqi:9111. IMIIN NEur io x 2 PM WOOD .- gni Mali=.134511Miln_,.1,1. EMI MI Fa _._.:M111C1.1,.=i-) MERITIN. IL • NEFIV:FireEd MEM. MIrn= MR/ IIVAUTIFAL no ITN WI BOTTOM RAIL Offirlinldram■MIIF0711114 Iva ao,t- iFX11 A ! 111111. IFZ7 FIPAriff:T111111 WTI ■ 557'71( GUI -1.71 Li-111Laiil?"313If MEI= AMMON= IFjiF;§Nmmmemii/mimmm. E7" IFFAIII1E:1117 :MUIT.3.111111 ()VERTICAL CROSS SECTION rrp CVNCRITS INSTALLATION Pagrx. 0 ROM= UW= 1 ig 12§ VERTICAL CROSS SECTION TYP. - OP170114k concurs INSTALLATION SCALA' S. art70.7* MESH IIHAVSAI1 FLORIDA 110. saw 2/07/07 mat AS NOTED mo. 'Ys EAG aft ca. DRAMS NW DC9970 limns No data Mill 0.1101sals Jullioisdfra Ma anv mar 3 37 3/4" MAX. FRAME WIDTH 36" MAX PANEL WIDTH CD ED G ® MI NI 16"A-'-4'—' .- IF 0 Mk (E, o G -I j-1 1/4" •-1 1/4" MIN. EMB. 2 VS' MIN. J_______ ©® O© 'IN ."� \ 0 Uri o s ON�5 1/4" MAX. SHIM SPACE —II.– 0 5 A BOR!ZO1YTAL CROSS SECTION TYP. FOOD INSTALLATION SCALE 3" -/-O " 37 3/4" MAX. FRAME WIDTH 35" MAX PANEL WIDTH © ow ®m jl SEC WA/ ON SHEET 5 0 1 1/4" MIN. EMS. B BORJZON?4L CROSS .VZcTION TYP. .3 CONCRSTE INSTALLATION SCAM. 2 5/6" MIN. 1/4" IN. EMS. 98" MA%. PANE. WIDTH 00 00 OD 00 00 oa 00 oa 00 110 00 00 00 00 oa 00 00 00 00 00 00 00 00 00 0 mo m dtE0 4r. ■.■ O NO O NE ■.■ ■11 ono 1110 b 1 1 6 NS 'fM N VEWI MAYOR • FLOR6 P.E. N9. -!6581 or aaKINIM >P. SC ,R0"BbrrN"! orq� 2/07/07 SAS NOTED ova. ea EAG aaL enS SAFFELL omen No.: DC9970 arar or_ L 8 9/18" SEE DETAIL D SEE DETAIL A 1 8' 9 1 9 1 9 1 91 9 1 • ANCJIORING o SIMLis UNIT (X) SC.AL8" f/8' V-0 1/ r -o 1/4• 1' -0 1/4• 1'-0 1/ 1/ / SEE DETAIL B 1' -0 1/4' © O ALL DOOR MODELS ARE MEWED FROM WE INTERIOR sIDE' 1 ANCHORING LOCATIONS ol1Tsrm SINGLE' UNIT (8) .CALM 1/18' NNIMESH BN�VSAFI • FLORA P.E. NO. 58861 asiosimas ioiahLw. ra as OS= 011104 d0.SIM rn pm( Tu. V Mltrrnm r MO 1 1 1 s a a 0 1 WO 2/07/07 XML AS NOTED ma. sa EAG aac s•S. SAPFELL EOM NO DC9970 rasa 4 *FA- v 1/2" ri LTh ryl v PRODUCT: —9=9" & 8■-0 _ SINGLE oursitsc OPAQUE STEEL EDGE IMPACT STEEL. DOOR IN WOOD FRAME PART OR ASSEMBLY; UNIT COMPONENT 0 0 0 0 L r JELD -WEN, INC. 3737 LAKEPORT BLVD. KLAMATH FALLS, OR, 97601 PH. 541- 882 -3451 MECAWind Version 2.1.0.5 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2012 Date : 5/24/2012 Company Name : Robert Guzman, P.E. Address : 15966 SW 98th Street City State File Location: : Miami, FL : Tel: 305 - 519-4357 C: \Program Files \MECAWind \60 N.E. 104th Project No. . Designed By . Description . Customer Name : Proj Location : Street.wnd www.mecaenterprises.com 001 Robert Guzman, P.E., FL REG 52 Wind Pressure Calculations • 60 N.E. 104th Street, Miami, F Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) = 175.00 mph = II Exposure Category = C = N/A Flexible Structure No = 1.00 Kd Directional Factor = 0.85 (beta) • 0.01 Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht = OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = = 9.50 = 0.11 • 0.15 • 0.20 0.20 = 3 : 12 = 12.17 ft 14.67 ft 2.00 ft Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area 55.00 ft Bldg Width Across Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 Gust Zm: lzm: Lzm: Q: Gust2: Factor Category II Rigid Structures 0.6 *Ht Cc *(33 /Zm) ^0.167 1 *(Zm /33) ^Epsilon (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) - Complete Analysis Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl Table 26..11 -1 Internal Pressure Coefficients for GCPi : Internal Pressure Coefficient or Gust2 • 900.00 ft = 1.00 • 0.65 = 500.00 ft • 15.00 ft = 14.04 Deg = Hipped • 9.67 ft = 2393.00 ft^ Ridge= 55.00 ft = 0.85 = 15.00 ft = 0.23 = 427.06 ft = 0.91 • 0.88 0.85 Buildings, GCpi = +1-0.18 Topographic Adjustment 0.33 *z Kzt (0.33 *z): Topographic factor at elevation 0.33 *z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33 *z)] ^0.5 = 4.02 • 1.00 • 175.00 mph Net Wind Pressures on Walls (Table 27.6 -1) Wall Pressures do not include effect of internal pressure MWFRS -Wall Pressures for Wind Normal to 55 ft all L/B = ph: Net Pressure at top of wall (windward + leeward) p0: Net Pressure at bottom of wall (windward + leeward) _ ps: Side wall pressure acting uniformly outward = .54 * ph = pl: Leeward wall pressure acting uniformly outward = .38 * ph= pwh: Windward wall pressure acting uniformly outward = ph -pl = pw0: Windward wall pressure acting uniformly outward = p0 -pl �/// /4.0a '"47' 4 "i 76- pL ,e . - 4L 1.00 64.50 psf 64.50 psf 34.83 psf 24.51 psf 39.99 psf 39.99 psf / op 1 ZS -Wall Pres res for Wind Normal to 55 ft wall L/B = 1.00 ph: Net Pressure at top of wall (windward + leeward) = 64.50 psf p0: Net Pressure at bottom of wall (windward + leeward) = 64.50 psf ps: Side wall pressure acting uniformly outward =..54 * ph = 34.83 psf pl: Leeward wall pressure acting uniformly outward =..38 * ph= 24.51 psf pwh: Windward wall pressure acting uniformly outward = ph -pl. = 39.99 psf pw0: Windward wall pressure acting uniformly outward = p0 -pl = 39.99 psf See Fig 27.6 -2 for Parapet wind Roof Pressures See Table 77.6 -7 Mean roof ht. Wall Pressures See Table 27.6- Wind Plan Net Wind Pressures on Roof (Table 27.6 -2): Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 psf psf 1 -58.86 8.60 2 -40.56 -12.00 3 -60.08 .00 4 -53.63 .00 5 -43.95 .00 Note: A value of '0' indicates that the zone /load case is not applicable. 7 or Load Case 1: Povh1: Overhang Povh3: Overhang Load Case 2: Povh1: Overhang Povh3: Overhang Hipped Roof Roof Overhang Loads (Figure 27.6 -3): pressure for pressure for pressure for pressure for zone 1 zone 3 zone 1 zone 3 - 44.14 psf -45.06 psf = 6.45 psf .00 psf 3 or 4 MECAWind Version 2.1,0.5 ASCE 7°10 Developed by MECA Enterprises, 5/24/2012 Robert Guzman, P.E. 15966 SW 98th Street Miami, FL nate Company Name : Address City State File Location: Inc. Copyright 2012 Project No. . Designed By Description . Customer Name : Tel: 305 - 519 -4357 Proj Location : C: \Program Files \MECAWind \60 N.E. 104th Street. www.mecaenterprises.com 001 Robert Guzman, P.E., FL REG 52 Wind Pressure Calculations 60 N.E. 104th Street, Miami, F wnd f Hip Roof 7 < O <= 27 Wind Pressure on Components and Cladding (Ch 30 Part 1) Width of Pressure Coefficient Zone "a" = 4.868 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 .GCp GCp psf psf Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Zone 2H Zone 3H 3.33 3.33 3.33 3.33 3.33 3.33 3.33 3.33 3.33 3.33 3.33 3.33 3.33 3.33 Khcc:Comp. & Clad. Table 6 -3 Case 1 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd 1 0.49 -0.90 2 0.49 -1.68 3 0.49 -1.68 4 .0.99 -1.09 5 0.99 -1.38 2H 0.49 -2.20 3H 0.49 -3.65 37.96 37.96 37.96 66.30 66.30 27.78 27.78 -60.84 - 105.08 - 105.08 - 71.96' - 88.4840xW' - 124.45 - 206.26 = 0.85 = 56.57 psf DOOR SCHEDULE SYM. SIZE MATERIAL THRESHOLD FRAME TfPE REMARKS WIDTH HEIGHT THICK 0 -1 2' -6" 6'-8" 1 -3/4" METAL METAL METAL DEC. EXTERIOR DOOR NOA : 08- 0208.07 E EXISTING EXTERIOR DOOR — — — WOOD BUCK INSTALLATION SCHEDULE APPROVED BY DATE SWING DOOR 2x4 P.T. 1/4" dia. TAPCON AT 12" O.C. NOTE: APPLY BUCK OVER BACKBEDDING OF CAULKING DOOR STYLE TO BE SELECTED BY OWNER COMPLIANCE WITH THE FLORIDA BUILDING CODE IN MY PROFESSIONAL JUDGMENT AND BELIEF, THESE PLANS AND SPECIFICATION COMPLY WITH THE FLORIDA BUILDING CODE —2010 A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL WHEN APPIJCABLE IS REQUIRED FOR THE FOLLOWING ITEMS - MULLIONS - WINDOWS - DOORS NOTES: 1) CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND COORDINATE WITH TRADES 2) ALL ANCHORING PER ATTACHED 3) FOR LOCATION OF DOORS REFER TO FLOOR PLAN 4) ALL WIND PRESSURES AS PROVIDED REFER TO CALLS. AS PREPARED BY ROBERT GUZMAN P.E. 37.45' EXIST. 1 STY CBS RESIDENCE #60 24.85' P EXIST OPENING 0 co TO RECEIVE NEW IMPACT RATED EXTERIOR DOOR 30 "x 80" NOI A:08- 0208.07 L— Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT ;t I[3.1ECT TO COMPLIANCE WITH ALL ,-, ATr AND COl INTY RULES AND REGULATIONS FEDERAL SCOPE OF WORK 1) REMOVE EXISTING EXTERIOR DOORS AND REPLACE EXIST. OPENINGS W/ NEW IMPACT RATED DOORS. 18.85' 17.67' EXIST. GROUND FLOOR EXIST OPENING TO RECEIVE NEW IMPACT RATED EXTERIOR DOOR 30 "x 80" NOA: 08- 0208.07 6) 0 M 11.45' N.T.S DOOR ZONE 4 2L6 "x7LO" - 72.OPS F +66.3SF c c DATE 5.24-2012 REVISION CITY COMMEP DOOR REPLACEMENT PLAN FOR : LU Z Z M 5M Z cn re u W< to Z 2 QZI"" W C.) LLI N W W h Q =W o da co 0 0 ci J � I 1 W co co w Co < O O 01aJ H Q AMARO TAQUECHE - 1