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WS-07-1071change of 1 door WI: 0 9 200W Passed ICK' IP Inspector Comments p Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/09/2007 Inspector: Grande, Claudio Owner: DESPAIGNE, CECILIA Job Address: 105 95 Street NE Project: <NONE> Thursday, July 5, 2007 Miami Shores Village, FL Contractor: LOWE'S HOME CENTERS INC. Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060132720 Lot: Phone: (561)514 -5253 Page 1 of 2 Miami Shores Village Gth eGtvOldOt Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax; Q05) 756.8972 BUILDING MAY 2 4 2007i � Permit No. PERMIT APPLICATION Y: -- - � Master Permit No. FBC 2001 � Contractor's Company Name Contractor's Address y /� //f 1 n P1 Job Address (where the work is being done) /Q /V4 95 s City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Zip g3/36F Permit Type (circle): Buildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) D1.1P/{ / 6-414 :, a --67,4. C Phone # 305 - 75F -3.2 9C Owner's Address / D 5 of if 5 j/ City /f7. 4/3'Ir O 4a /c /CG Zip 3 3/3P Tenant/Lessee Name Phone # �Q G) ,EJ #o e4- ?a S Phone# 5W /- 5/9- -502 5 )( City c / /C{ndo State Zip 3 79/2 Qualifier PAC 4C r e Q f U ro State Certificate or Registration No. C GC / 5Q c9/ 7 Certificate of Competency No. Architect/Engineer's Name (if applicable) ?C4-7' c% n ' . /4?g //7Cc# Phone # 5 /-I'y.3 Y //0 $ Value of Work For this Permit Type of Work: ['Addition ❑Alteration []Newt; .Repair/Replace ❑ Demolition Describe Work: C li an c o • • • a • • ® tt �_. l• • +1 • a ****************************F * * * * *, * * * *** * * *** ******* * * *** Submittal Fee $ Permit Fee $ // 9CCF $ I -SC CO /CC Notary $ Training/Education Fee $ .,1%-0 Technology Fee $ 2. -1,...S Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Square Footage Of Work: Tt 125 .5C Bonding Company's Name (if applicable) / At Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) ,A- Mortgage Lender's Address City State 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. Signat chc 05/13/03 The foregoing instrument was acknowledged before me this day of , 20 01, by ( Cth Q peqcogne. , who is personally known to me of ho has produce 1 DL. D a l a -I13 5S' As identification and who di take an oat . NOTA' / P : LIC: 1 11/ 1 1 //!,; APPLICATION APPROVED BY: * * * * * *ft * * * * * ** %g Zip Signature ontr The foregoing instrument was acknowledged before me this day of , 2063by g who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUB i F FLORIDA i Print: 1 4 /0, S a�,,,...,.,,, KellieiQynn Y e � Print: rint: o,,,Y r Rebecca Velez My Commission Expires: „ „... Expires: APR. 22, 2p11My Commission Expir Y p A es a MYCOMMISTON# DD176 ?S3 2.71uS BONDED TRIM ATLANTIC BONDING CO, INC. lWID • : - �,,„ 1 ) � flryy * ** Fray*********************************************** ** * * ********* *,F* ************'r ** ***9r, Hd4}QWy NlcaY,k,'r o BONDEDTHRUTROY FAININSURANCE ,INC. * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ( kay �( Opening Schedule Size(wxh) 1. DOOR 06- 0418.11 36x80 ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANy WITH ALL EDE STATE AND COUNTY RULES AND REGULATIONS • • ••• • • •• •• • • • •• • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • ••• MIT ®W14•1 Miami Shores Village • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • •• ••• • • • • - • • •• • • • • • • •• 0 l c tt r Chi YneolitiC iz 1 36X80 MAY 24 • •• Engineeri Services, Inc. 5 Wind Load Calculation - Detailed Report. ASCE 7 - 02 Section 6.0 Wind Loads, Florida Building Code 2004. Site Information: Wind Speed (V): 150 MPH Exposure' Category: C Directionality Factor (1<d): 0.85 Topographical Factor (KzT): 1.0 Owner: CECILIA DESPAIGNE Address: 305 - 758 -3296 105 NE 95 STREET MIAMI SHORES,FL 33138 Structure Information: ••• . •• • 1•• • •••• Structure Category: Building Classification: Min. Building Dimension (L): Mean Roof Height (h): Rogf Sive (A): Roof Sloie Coefficient(0 AFEFigt re 6-11A, Note 5: Values of OC or walls shall be reduced by 10% when 8510 •• •• II Enclosed 36 ft. 14 ft. 23 deg. 1.0 • • • CATEGORY • • E Zoh e Aistance (a): ASCE 7 -02, Figure 6-2, Note 10 0.IL or 0.4 wh ichever is smaller, but not less than either 0.04L or 3 ft. • • . • • •• -- . Facto (I ): ASCE 7 -02, Tables 1 -1/6 -1 C© 2006 E- Tempest.com ID: permitprovider -P306 Page 1 of 3 Prepared in accordance with: ASCE 7 -02, Section 6 - Wind Loads Florida Building Code 2004 ed. Structure Category g r3' Category Description Non- Hurricane Prone Regions, Alacka and Hurricane Prone Regions with V 85 -100 mph. Hurricane Prone 3egions with V>100 mph. I Low hazard to human life. 0.87 0.77 II Most Structures 1.00 1.00 III Substantial hazard. 1.15 1.15 IV Essential Facilities 1.15 1.15 1 = 1.00 • •• Engineeri Services, Inc. 5 Wind Load Calculation - Detailed Report. ASCE 7 - 02 Section 6.0 Wind Loads, Florida Building Code 2004. Site Information: Wind Speed (V): 150 MPH Exposure' Category: C Directionality Factor (1<d): 0.85 Topographical Factor (KzT): 1.0 Owner: CECILIA DESPAIGNE Address: 305 - 758 -3296 105 NE 95 STREET MIAMI SHORES,FL 33138 Structure Information: ••• . •• • 1•• • •••• Structure Category: Building Classification: Min. Building Dimension (L): Mean Roof Height (h): Rogf Sive (A): Roof Sloie Coefficient(0 AFEFigt re 6-11A, Note 5: Values of OC or walls shall be reduced by 10% when 8510 •• •• II Enclosed 36 ft. 14 ft. 23 deg. 1.0 • • • CATEGORY • • E Zoh e Aistance (a): ASCE 7 -02, Figure 6-2, Note 10 0.IL or 0.4 wh ichever is smaller, but not less than either 0.04L or 3 ft. • • . • • •• -- . Facto (I ): ASCE 7 -02, Tables 1 -1/6 -1 C© 2006 E- Tempest.com ID: permitprovider -P306 Page 1 of 3 Prepared in accordance with: ASCE 7 -02, Section 6 - Wind Loads Florida Building Code 2004 ed. Exposure Category a z (ft) Zmin (ft) B 7.0 1200 30 C 9.5 900 15 D 11.5 700 7 Building Classification GCpi Open Buildings 0.00 Partially Enclosed Buildings 0.55 Enclosed Buildings 0.18 •• • • •• • • 05/12/2007 Velocity Pressure Coefficient (Kh, K ASCE 7 -02, Section 6.5.6.6 and Tables 6 -2/6 -3 Kh = 0.85 K = Calculated per Device. K = 2.01 (z/z Whets z is the Mean Roof Height (h). Kz = 2.01 (z/z Where z is the device elevation. Velocity Pressure (q q ASCE 7 -02, Section 6.5.10 qh = 41.56 q = Calculated per Device. qh= .00256 K h K ZT K d V 2 1 q = .00256 K KZT Kd V •• • • : Yoternai Pressure Coefficient (GC,,,): ASCE 7 -02, Figure 6-5 • • • �•• • • • • •.•• • • . • •• • • ••• • • • •• •• • • •• • •••• • • • • • • • • •• • • • • • • • •• CECILIA DESPAIGNE (cont.) • • •E,ternii Pressure Coefficient (GC,„): ASCE 7 -02, Figure 6-11A, (h560) or 6 -17, (11>60) •• Device Tributary Area: (Areal) = (Largest Device Dimension) / 3 Gi Q 10 500 18 .1,8 -0.4 `'' 41.4 .12 .1.1 •1.0 42 4s 01 4.4 42 J 0 402 404 40.8 +1.0 s .12 10 20 50 100 200 5001000 (01) (08) (18) N ( ( (48.5)(10.2) Effective Wind Area, ft (IT ) 5 (Di 407 GC = Calculated per Device based on its location zone and the larger of the actual device area or the device tributary area (the effective wind area of the device). 2006 E- Tempest.com ID: permitprovider -P306 Page 2 of 3 Prepared in accordance with: ASCE 7 -02, Section 6 - Wind Loads Florida Building Code 2009 ed. h560 ft. (W x H) Zone A) Area T Kz qz GCp + GCp - Pb/ b t ) 1 36 x 80 Int 20.00 14.81 0.85 41.56 0.9 -1.0 46.8 -51.0 h560 ft. Max Positive Pressure PMax+ = gh(Oc GC ppos + GC p i) Max Negative Pressure PMax = gh(Oc GCpneg - GCpi) h >60 ft. Max Positive Pressure PMax+ = (qz GCppos) + (qh GCpi) Max Negative Pressure PMax = Oh GCpneg) — (oh GCpi) • • 05/12/2007 Maximum Design Pressure (P PMax -): ASCE 7 -02, Section 6.5.12.2 PM ax + = Calculated per Device. PM T - = Calculated per Device. : A SCE 7 -02. Section 6.0 All Subsections. CAr5,Engineering Services, Inc. had not visited the site thus wind Toad calculations are based on contractor supplied data • • and measurements. CAT 5 Engineering Services, Inc. is not responsible or liable in any way for any erroneous or inaccurate . . dataixmeasurentjts. The devices used for hurricane protection must equal or exceed the calculated design pressure for eadFlr g &etive opening, • • • •••• • •••• •• • •••• • • • • • • •• •••• • •• .• • • • • •. • • • • • •.. • • • • • • • • • •••• • • . .•• © 2006 E - Tempest.com Page 3 of 3 ID: permitprovider -P306 CECILL4 DESPAIGNE (cont.) ax, Emma T. Mellinger, PE FL PE #50049 May. 12 2007 {not valid without seal) Prepared in accordance with: ASCE 7 -02, Section 6 - Wind Loads Florida Building Code 2004 ed. •• • • • • • • __ .• • M1AMMAaE COUNTY UUILDDIG CODE COMPLIA CE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Thermna -Tru Technologies 118 Industrial Drive Edgerton, QH 43517 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dads County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Iurisdiction (AFT). This NOA shall not be valid after the expiration date stated below. The Miami Trade County Product Control Division (In Miami Dade Comity) and/or the AIIT (in areas other than Iv iami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform is the accepted manner, the manufacturer will incur the expense of such testing and the ACID 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 er material fails to meet the xuquhements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, incal& the IT1bh Velocity Hurricane Zone. Di51:38.1PTI0M , •kes 191herclaasic" Oudswi ug Opaque Fiberglass Door —LM Itripact with nen- Impact Retiatnot • APPROVAL D ikiENT: Drawing No. S -20304 titled "Phi -T RU FxberGlass Outswin n�,12-0 x 8 -0 wf34 1ites ",, l 1 through 7 of 7, prepared by RW Building Consultants, Inc., dated 09/20/00 with revision "4 "Afed 1 1/151 )5 fbpared by R.W. Building Consultant, Inc., signed and sealed by Wendell Haney, P.B., ba il%S tlfe ! 1atetb'atl; County Product Control Renewal stamp with dte Notice of Acceptance number and expxrati lif date by"tM Miaud -Dade County Product Control Division. MARE IiVa y + ° ,' Large and Small Missile Impact I I,i G: Each vaunt shall bear a - permanent label with the manufacturer's name er-lago, city, state and followia statemeait: "It iami Dadc County Product Control Approved',.arnless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Bled 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 rnnatetials, use, and/or manufacten a of the product or process. Muse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate rhiq NOA. Failure to comply with any section of this NOA shalt 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 # 01-1004.03 and, consists of this page 1 and evidence.pagcs B-1 and B2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.F. MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUTTE 1603 MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375 -2908 Wivw.b di e on line.co NO No 0641410.11 Expiration Date: November 09, 2011 Approval Date: December 2E, 2006 Pa5t Ther oaa -Tra Technolo 'es NOTICE OF ACCEPTANCE: EVIDENCE SUBMIrfED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S•2030, titled "Therma -TRU FiberGlass Outswing up to 12-0 x 8 -0 w13-0 Sidelites ", sheets 1 through 7 of 7, dated 09/20/00 with Vision "4" dated 11115106, prepared by RW Building Consultants, Inc., signed and sealed by Wendell Haney, P.E. B. TESTS 1. Test reports on 1) Tensile Property Test of Non -Poa a Plastic prepared by ETC Laboratories, Test Report No. ETC -01- 741 - 109 dated May 22, 2001, signed by Joseph L. Doldan, P.E. "Submitted under NOA# 01-1004.03" 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202-94 4) Large Missile Impact Test per PA 201 -94 .. 5) Cyclic Wind PressureLoading per PA 203 -94 • ▪ • • • 6) Forced Entry Test, per PA 202 -94 • •••• ' • ala�g with marked -up drawings and installation diagram of an 6'8" x 8 "0" • • • • • •• :. Fiterclassic Outswing Double Door with 3'0" sidelites, prepared by National • . • ••• Mitred Testing Laboratory, Inc., Test Report No. NCTL-210-2194, 1, 1,2, (S) ...: • •' • 4, (1), (F), dated 05/24199, and revised 10/6/00, signed and sealed by Barry D. • • .. • .. ?.ortnoy, P.E. • • • • ' .: •.. "4'tebmitted under NOA# 01- I004.03" . • 3. • •. reports on Tensile test of plastic per ASTM D638 -96, by Celotex • • • • • • . • • : orporatiom, Test Report No. NITS- 520586 dated 3/22/2000, for STS. TCM and • • • • • :. 1AyC lite frame material after a 53 months exposure. .' • • • • "Submitted under NOA# 01- 1004.03" Certified Testing •••• 4, Test report on Tensile Test of Plastic per ASTM D638 -96, by Laboratories, Test Report No. CTLA -590W (CJ1 .921F) dated Sept. 26.2000. "Subaettied under NOA# 01- 1004.03" . 5, Test report on Weathered Plastic samples per ASTM 026 -96, by Sub - Tropical Testing Service, Report No. TRU-4 dated Sept. 21, 2000. «Submitted tender NOA# 01- 1004.03" 6. Test reports on Surface Burning Characteristics of polyurethane foam core per ASTM E84 -00, by OmegaPoint Laboratories, Test Report No. 15427-107362 dated 8/28/00. "Submitted wader NOA# 01- 1004.03" E -1 Jaime D. Gowan,')' .E. Chief, product Control Aivlsian NOA No 064418 -11 Expiration Date: November 09, 2011 Approval : December 20, 2006 TABLE OF CONTENTS - SHEET 0 DESCRIPTION T ' COMMON (GENERAL NERAL NOTES. TYPICAL Et.E5'ATIOh`S 2 VERTICAL CROSS SECTi0NS & RILL. OF HATER= 3 HO:2ONTR. CROSS SECTIONS 4 HOJZQNTAL C1tr 5 SECTIONS & DODEL M011ELS 5 ANCHORING • ATID41S 6 ANCHORING LOCATI NS Je GLAZING DETAILS 7 FRAME COMPONENTS 1. THIS PRODUCT HAS BEEN EVALUATED AND LS NI WITH THE 2004 FLORIDA BLTLDING CODE (FBC) INCt41DING THE }IILYl soirj. 2. vaccrfr �7 H1 g 1RRE *E 2O4r TO TRANSFER LOADS } E STRLN URE. PROPERLY 3- P IIMT PoR ANCHORS SHALL SE sEY3P4 WALL DRESSING UR 4. BEGU�RED E PROrvED IMPACT RESSP0NT SHUTTERS ARE sILT UTES. 5. DESIGNED MSS{IRE RAW SEE TABLE SHEET ;. 6. mans ARE AM OPirDN ANO CAN RE TN A SINGLE DR ooim r ODOR COSFIGLNg4Tiurd THERW1/4-TRU CORPORATION THE•FE CLAS 4;'SMOOTfrSTAR• &'CL9STOCRAFT' OUTWARD INSULATED F19ERMA3S MOP P 8 1NDUSTIRIAL. DRIVE EDGERTOr , OHO 43517 PH. (419) 298 -9748 itESYOEt DAL INSULATED RBEI rp,5$ DOOR (Commix* 0 ai: frame aoaf6 ns7 Free Sheets! F`rbergtass 0.080" minimum Wakeman. with yield strength Fy[ min.)= 5.00D psi Core design- Pot/urethane foam corn, xitw21 Ibs. density by 8.45r frame Construction; The head end side jambs are ringer ointed panda, so pine measuring 4.5623' x 1.25 The head and da ?miss are mortised. nulled and Aimed usino 3 10 X 2.D" PF1, Woad screws of the t corners cod 2 1$ge.. 0-6 croon x 2.0' long staples of the t #reshold ends. Panel ConetruktJao: Faust or-embossed type. The vertical edges or the race sheet are fJ3i and gtred to the ringer jointed trios ogles pad roils. Wend erns roil are butt Jointed to stiles . at comers. panels axe eandxkh glazed using 0 two niece Ilte trams. t�T i gloss to dry glazed on the erderfor mai I a celrular taps. DES K PRESSJRE MING WV' rrEE I WHERE WATER•NIPILTRATION i REOUSRE1aENT LS NEEDED D 74.625" INAY. -- OvERALL LAMM T IT � 1 9 01 • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • .• • •• •• •• • • • • •• • • 1 3Z.5 MAX OVER4LL WIDTH 1 SINUS DOOR FIRIATION 1125" MAX. C/ERALL WIDTH �.. T1f,11iRrr OD E O:y • • • • •• Syr rf9tlR {4ISrpa(fFS FLEVArroN • • • • • • • • LL t3`.A•Olf MOMS ArrE ere • • Stostererawto MI( THE fNTFR.1R 4U1F ■ a ftiVIVA 2 l4llrla (OU75Wd4G MD45} lifielseceir Ke • • • •.• • • 1107:3 SeRFACE•BOtTS AR - QK TNE • • • • • V DOS LY• • • •• • • • • • • • • • • • ••• • • • --• - ui SJ2C /OO sat Dn. en TM vu et. Rt4 ;worm. 5-2030 sv¢r is'� SINGLE + 49.0 PSF - 6G.0 PSF DOUBLE + 49.D PSF - 86.0 PSF 9 �� 1 + 49.0 PST - 66.0 PSF 1. THIS PRODUCT HAS BEEN EVALUATED AND LS NI WITH THE 2004 FLORIDA BLTLDING CODE (FBC) INCt41DING THE }IILYl soirj. 2. vaccrfr �7 H1 g 1RRE *E 2O4r TO TRANSFER LOADS } E STRLN URE. PROPERLY 3- P IIMT PoR ANCHORS SHALL SE sEY3P4 WALL DRESSING UR 4. BEGU�RED E PROrvED IMPACT RESSP0NT SHUTTERS ARE sILT UTES. 5. DESIGNED MSS{IRE RAW SEE TABLE SHEET ;. 6. mans ARE AM OPirDN ANO CAN RE TN A SINGLE DR ooim r ODOR COSFIGLNg4Tiurd THERW1/4-TRU CORPORATION THE•FE CLAS 4;'SMOOTfrSTAR• &'CL9STOCRAFT' OUTWARD INSULATED F19ERMA3S MOP P 8 1NDUSTIRIAL. DRIVE EDGERTOr , OHO 43517 PH. (419) 298 -9748 itESYOEt DAL INSULATED RBEI rp,5$ DOOR (Commix* 0 ai: frame aoaf6 ns7 Free Sheets! F`rbergtass 0.080" minimum Wakeman. with yield strength Fy[ min.)= 5.00D psi Core design- Pot/urethane foam corn, xitw21 Ibs. density by 8.45r frame Construction; The head end side jambs are ringer ointed panda, so pine measuring 4.5623' x 1.25 The head and da ?miss are mortised. nulled and Aimed usino 3 10 X 2.D" PF1, Woad screws of the t corners cod 2 1$ge.. 0-6 croon x 2.0' long staples of the t #reshold ends. Panel ConetruktJao: Faust or-embossed type. The vertical edges or the race sheet are fJ3i and gtred to the ringer jointed trios ogles pad roils. Wend erns roil are butt Jointed to stiles . at comers. panels axe eandxkh glazed using 0 two niece Ilte trams. t�T i gloss to dry glazed on the erderfor mai I a celrular taps. DES K PRESSJRE MING WV' rrEE I WHERE WATER•NIPILTRATION i REOUSRE1aENT LS NEEDED D 74.625" INAY. -- OvERALL LAMM T IT � 1 9 01 • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • .• • •• •• •• • • • • •• • • 1 3Z.5 MAX OVER4LL WIDTH 1 SINUS DOOR FIRIATION 1125" MAX. C/ERALL WIDTH �.. T1f,11iRrr OD E O:y • • • • •• Syr rf9tlR {4ISrpa(fFS FLEVArroN • • • • • • • • LL t3`.A•Olf MOMS ArrE ere • • Stostererawto MI( THE fNTFR.1R 4U1F ■ a ftiVIVA 2 l4llrla (OU75Wd4G MD45} lifielseceir Ke • • • •.• • • 1107:3 SeRFACE•BOtTS AR - QK TNE • • • • • V DOS LY• • • •• • • • • • • • • • • • ••• • • • --• - ui SJ2C /OO sat Dn. en TM vu et. Rt4 ;worm. 5-2030 sv¢r is'� * • a , .s G ismoi Or A e 0 d' •./J 0 t, o.e�•. • F "" o a 5- 3 . ti • a Of • is ' r : • •' •••• � • "•• • . iVrio 4 1 � 4 : • • • 3 SEE NOTE 2 SHT. 3 .3' MAX. GLASS THI{. tors sw.,driakm. f • ' a 125" SlcrrJ T:4K 1.73" MX PANEL nue. STEEL LIP Iffe AWE TJffJJJdi- P . TRMA -`U, fp x 1 r /e' LG TYPE "A" ElATHE V 700 & Evros RAJL (I. T'5 x r. cOSrl M-TRU POND i OSA FINE POLYP' QP. 5J Ea WOOD 111 TR 20 21 2 r14 511 I r 1 TM 0 1/2' LG. PPS AEI' PtANHEAQ 10 WOOD SCREW X 2" 14. JO+FlKS2T 200 O. PASSAGE xWIXSET 050 DEAi+0 LT M,%$0I IRY WALL ' 1OD AJAX r 4 SHIM ItMTER:AL. 1011'&/t• NLt Bp.A& cERMTIERG PPE0115' x19' : ZING, 1 //22 � J1 JHS TED TEMPER ...0 LASS 4' MIX PRE'SSIIRE TREATED SIDEJJTE PAD 'H :+ SHEET d SCREW WDO GLAS WOOD STEEL Hi T4 W000 SCftE'B X 2 5/2 10 x a. 14COD f r • r 1•,3 4 RN _ PPCON 154E P.' €C! Beu1P FACE* T RESYALG ITHERAIA -TR COMPR. 4'I aH-RSTR n'HERMA -l - WOOD STEEL STEEI. WOOD A700 ROM DESCJTIP7tOre 1 BIT I'X1I MY .125 M THIC 1'IBEBVAS.S AY TI:EIDAt- M Feb Add :., Pirmi+.).94G0 2 4 1 2' .' I Ell MEW.- PO N EROSt P r r 1012111 MIMOSA PINEI h 4 ?"- E�F�lai!itd3 " ._ + 0nffpoi rt {rrai !�itii �f 33 di06JJ 113511111SIERIPIWPfl^Naralll ©FBI ±ITAIMMETILMIT: ■eumg 13%4 14 T5 r8 7 ▪ ffirrorrr mrLJ -Tss rri GY• far J �7 �1: �J : s'���� - .. • Fme ±rz�a aJRF.�r � EAT 50 x 1 PHILLIPS FTA • .4Y' m VAIC R - mmiwar. �I' id =7T di 7i(lfi {ir?ll tmd ;j2 P'iL[I' PL ' 'r WO ► Lrliill i:S�ti +ht�4AL4�7i9Jliti� • 1= 1iiirir2w1: r elliff-r1.140111111 • r 4" x 3 -1 4" trw TXPO3N EZlVeitr: AD' WV` rn �:rr Moterio. FimgASs ST SIEcL r. � ;1X3, ax 4 • 4 TI �yz yr d i : i •3 i tit M1 to W 1. 'r y- 8 gg ••••• it 1•, �z S 0 l0 .125' SKIN TICK. 1_75' MIN. FANG UK. #.1525 2 -1/2' EDGE DISTANCE MIN. y'RTIC.rl.. CROSS- SECTION • in_s • • • • • . • • • • • • •• • • • • • • • • • • • • • •• ••• • • • • • • • • • ••• • • • g ro • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •t • 0 s+� RtO.R € Era ." S& NOTE 2 THIS SMELT. g-1/2 EGGS 010.1 - A ICE MIN. e 2 f V)'RT /CAL CROSS- SECT.t'OAT e: 10 x 1 LG. PNJLLPS RA Eap S STEEL 10 r LS. W000 SCREW STEEL 45 ril NOTE: 1. SIp.ELITE IS DIRECT SET 15470 JAMB WITH ,#'r0 x 2' PH.F.N 1LY10D SCREWS AT 9' FR06T EACH ENO AND A MAX. Cr it O.C. ON VERTICAL LEG .. ONLY. 2_ SIDEIJSE PADS SECURED TO THE SIDEUTE SILL W/CONSTRUCTJON ADHESI E. I LI117wmr•• bacrer W yWYdr.� lr! I�l•� cm 9/20f00 soma N.T.S. oaz TA T.Ji crew. ae RR COMM err, S -.2030 se1X1 cc 7 e • ,a J• * • a , .s G ismoi Or A e 0 d' •./J 0 t, o.e�•. • F "" o a 5- 3 . ti • a Of • is ' r : • •' •••• � • "•• • . iVrio 4 1 � 4 : • • • 3 SEE NOTE 2 SHT. 3 .3' MAX. GLASS THI{. tors sw.,driakm. f • ' a 125" SlcrrJ T:4K 1.73" MX PANEL nue. STEEL LIP Iffe AWE TJffJJJdi- P . TRMA -`U, fp x 1 r /e' LG TYPE "A" ElATHE V 700 & Evros RAJL (I. T'5 x r. cOSrl M-TRU POND i OSA FINE POLYP' QP. 5J Ea WOOD 111 TR 20 21 2 r14 511 I r 1 TM 0 1/2' LG. PPS AEI' PtANHEAQ 10 WOOD SCREW X 2" 14. JO+FlKS2T 200 O. PASSAGE xWIXSET 050 DEAi+0 LT M,%$0I IRY WALL ' 1OD AJAX r 4 SHIM ItMTER:AL. 1011'&/t• NLt Bp.A& cERMTIERG PPE0115' x19' : ZING, 1 //22 � J1 JHS TED TEMPER ...0 LASS 4' MIX PRE'SSIIRE TREATED SIDEJJTE PAD 'H :+ SHEET d SCREW WDO GLAS WOOD STEEL Hi T4 W000 SCftE'B X 2 5/2 10 x a. 14COD f r • r 1•,3 4 RN _ PPCON 154E P.' €C! Beu1P FACE* T RESYALG ITHERAIA -TR COMPR. 4'I aH-RSTR n'HERMA -l - WOOD STEEL STEEI. WOOD A700 ROM DESCJTIP7tOre 1 BIT I'X1I MY .125 M THIC 1'IBEBVAS.S AY TI:EIDAt- M Feb Add :., Pirmi+.).94G0 2 4 1 2' .' I Ell MEW.- PO N EROSt P r r 1012111 MIMOSA PINEI h 4 ?"- E�F�lai!itd3 " ._ + 0nffpoi rt {rrai !�itii �f 33 di06JJ 113511111SIERIPIWPfl^Naralll ©FBI ±ITAIMMETILMIT: ■eumg 13%4 14 T5 r8 7 ▪ ffirrorrr mrLJ -Tss rri GY• far J �7 �1: �J : s'���� - .. • Fme ±rz�a aJRF.�r � EAT 50 x 1 PHILLIPS FTA • .4Y' m VAIC R - mmiwar. �I' id =7T di 7i(lfi {ir?ll tmd ;j2 P'iL[I' PL ' 'r WO ► Lrliill i:S�ti +ht�4AL4�7i9Jliti� • 1= 1iiirir2w1: r elliff-r1.140111111 • r 4" x 3 -1 4" trw TXPO3N EZlVeitr: AD' WV` rn �:rr Moterio. FimgASs ST SIEcL r. � ;1X3, ax 4 • 4 TI �yz yr d i : i •3 i tit M1 to W 1. 'r y- 8 gg ••••• it 1•, �z S 0 l0 .125' SKIN TICK. 1_75' MIN. FANG UK. #.1525 2 -1/2' EDGE DISTANCE MIN. y'RTIC.rl.. CROSS- SECTION • in_s • • • • • . • • • • • • •• • • • • • • • • • • • • • •• ••• • • • • • • • • • ••• • • • g ro • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •t • 0 s+� RtO.R € Era ." S& NOTE 2 THIS SMELT. g-1/2 EGGS 010.1 - A ICE MIN. e 2 f V)'RT /CAL CROSS- SECT.t'OAT e: 10 x 1 LG. PNJLLPS RA Eap S STEEL 10 r LS. W000 SCREW STEEL 45 ril NOTE: 1. SIp.ELITE IS DIRECT SET 15470 JAMB WITH ,#'r0 x 2' PH.F.N 1LY10D SCREWS AT 9' FR06T EACH ENO AND A MAX. Cr it O.C. ON VERTICAL LEG .. ONLY. 2_ SIDEIJSE PADS SECURED TO THE SIDEUTE SILL W/CONSTRUCTJON ADHESI E. I LI117wmr•• bacrer W yWYdr.� lr! I�l•� cm 9/20f00 soma N.T.S. oaz TA T.Ji crew. ae RR COMM err, S -.2030 se1X1 cc 7 EXTPRIOR AME &air j ELM MUALue SLIRE.W VIEW .73" :AAR 9111. SEE WV 3 SHT. 3 3/18 x 91. Dar =BM SEE NOTE 1 3 SEE NOTE 2 S.W. 3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EfIERV0 camffEasm 1.1.0" SA5. heIRIDMITAL MSS SECTION SIBELRE 70 BUCK • • • • • • • 000000 • • IE • • • • • • • • • • • • • • • a_ • • • • • • • • • • • RORTZCNTAL CROSS SECITON DOOR TO /67RAGAL SEE aErAq., "A" FOR SURFACE BOLT VIEW AND NOTE 4 SNI. 3 SEE NOTE 2 SRI. 3 fiCRIZORTAI, CROSS sECTION SJDEL't rn HiNSE JAW LJll WCIES: 1. SIDELTFE 13 OTRECT sEr arra -rAWB lWr AIM re 2' PN.F.14. WOOD SCREWS AT 6' FROM EACH END AND A LO(. Or 12" 0-C. Clit WORMAL LEG MOBS ONLY. 2. SPA1940 OF SCREN ITEM 029 LITE FRAME SCREWS IS AS FOLLO'RS: ATOM TNE 8077661 UP 04 MOM 1.438- c liGNE.A1 9.593" O.C. rOP & ROTTOM. 1219' & 1301TOM. 3.219" FROM r.4E ENO & (.3:P MORE AT 6.696" O.C. 3. SPAaNG CF SCREW HM 127 ASTRACAL SCRONS IS AS MIMS: BOTTOM UP AND TRE 70P DarYN SPACING IS 1; 3; 5". 7. 0 137 tr SURFACE SOLT LS oh. ACNE caoR P.AAIELS ONLY. (LOCKSETS PON SNOWN FOR CLARITY; SPACED 6" FROM 907701.4 et 12 O.C. 1.F4" Al N. oat ACTIVE PANEL 4X EacJ BOLT sURF E�BOLT \ VTEW 36.D WFX. PAPTEL MOM .I5" VII. C -SI 1,K tgi E 13 El an El ta ORTil °E1 El PQCR P 4'1 APpFLa 010 • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • sae ROSE 2 • • • ••• •fir • • • • • • ••• • • • • • LATCH JAMAR 7Tt eu . SEF DETAIL 'N` FOR SURFACE BOLT NE'N AND NOTE 4 Sk1 3 • • • • • • • • • •• O F� 1.151 — J .41: 4 : Ci.Se•,' 'E! 7a L%7CFf ulna � ..._ u a'a• .'#!Ai n JJ i CI sato" a' FROM BOTTOM dt r2" O.C. =ELITE SEE ROTE 1 VT. 3 ]C � n fig? EXTERIOR 0. (N TERJOR .25" ma. slab, r5' M. C -5>NNX LW MX MORMONTAf CROSS SECTION MICE O TO BIJCIK Vmlxac as S - 2031• 2prr A iu• 7 1 1 SEE NOTE R°T, TYP. TO ALL HEARERS SEE J1OTE TTP. 70 MJ. THRESHOLDS � •d a Z 3 " --- 6 _p s. 4" ati I. • s °Er, pro DETAS 'r;' • • 9 � "FTORNS FOR .DESIGN PRESSURES <= 56 0 PS SEE NOTE 3 HEADER 6" ••• • • • • • • • • • •• • • •• • „ 6 9" --1 • • • • • o . .••• • • FOR 0 0/ 3 0> S6.O P9F•ANI3 a= {'16.6 WAN: AN 40DITTO:AL :ANEHER: MOTS AT MLiab ABdD 5101. • ••• • SEE NI=1E`.y• ••• • •• - • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • I)FTM "C" MICR ASITRADAL 7?{ROW BOLT STRIPE PLATE TO FRAME AS SHOWN. 100 ' 10 ALL FRAM 1 . H1EAO JAMBS *W MJL4LDIN JANOS ARE SECIJREO Wfl {3) 019 x 2 -1/7' scum. 2. WE THREEHCU S ARE JOIREO T THE SEE JAUBS VATI (5) NM A"' CR0111+ P' 1.6 STAPES EACH END. 3. FOR 0E569 PRESSURES > 56.0 PSF AND a - 65,G PSF, tV4 A56101.41. ANCHOR 6 R$D'JLRED AT THE caM rAT1 NJLi10. AND 611V641 SOLI. PM MO 56.1 _DETA IL ACTIVE Rkt a. t /4' m T?PC01 S REWIRE A Ll@1WLW 2 -I/2' CLEM CE TO RVSQ1RA was. A .3' CLErRAACE T9) AP.04ENT 1 6 AND A NANN.1N E46ESIYENT Dr • HINGE' J>flArc • •ADIDR • - • . • • 1 a1112 MN. PSI COA¢RETE .00 »]LLOW AL 'N OR CROW fh!w • LOCK • • �' � • sl+ • • 6 ' ; S C OME IR 10 CLINHAIN c ao n 531 N4P I1D L0 DROUt FIN .ED HA= PETA 'r• FOR DESIGN •RaSORc > 36.0 PSF AND <= 66.0 PSF. SEE NOTE 3 0EFAIL r TOR DESIGN PRd55URSE.i > 56.0 PSF AND <= 86.0 PSF. SEE NM 3 9/2D {D0 IRJ_0 r{.T.S orG,, •r 7.Pl oa. en RIY GVMW e•c 5 sxtc 5 •r 7 • 0.453' GLASS Oa SEC NOTE 3 SF:- 3 ANr.HoM FOR OF£Rv1, PI3ESSURES <m 55.0 PSF SW NOTE 3 SLEET 5 .125` TEMPERED was 25" AIR SPACE .125' TEMPERED SILIMONE CAULK GLASS FR+d 2 tn■W D fROl 122816W 2= f . O AWLF17ttWll Th 2 SEE ROTE #1 SHT. 5 TYP. TO .4U s PETAVO" KElOERS SH. 5 SEE NOTE #2 5111. 5 T. TO ALL THRESHOLDS 0.453' CLASS BITE ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MP11ORING* FOR O.aIGN PRESSURES SEE NOM .3 .125" TMPEREO GLA.5S .25" AIR SPACE • •I • • • • • • ./25' TEMPEE EO SNICOt ja • •GLASS I1 n 25' STEEL INTERCEPT INI RDR W L .25" mu RJTCRCEFT !�a ° .SPACER SEE 40TE 3 SPACER • • • fua �IiG I��.p1+C Fis'k�AE • G: A2iNG !IETA�. POLEPROPYLEr1E FRAME • • • • • • • • • • • • i • • • •• • • • • • • se 'r - 1 t <. 56.0 P5E 7.88' ASTRASA fALUlr+•1PIUM/WO OD; OS2" YThLL 7YP. }- 1.625' --j TOP JR E arTCIf r DAR r IL Z 77 Wf>aQ FRAME ? 1ERfAL C/R ROD 2rNC & YELLOW CHROMATE 4425' 2.2D3" ,QLr7SWJNIG eCJMP FACE ALUMINUM/WOOD THRESHDLp .099" VAGL VW. v SURFACE' 83J STARE f.1.2 " STEW HEADER ATTACH TO HEADIER UMS 1a1O 1r 2 1/2' F.H. 5.4EEr METAL SCREWS PROYMO WITW BOLT. SILL: USE 3/16" r. 2 1/4' TNPEOV SEE IIOTE 4 SHEET 5. AI rL8 WEATHERSTRIP Br THER11 -TRO WM.: RIGID TEKNDR APEX 88N -80BC FLEX TEKWOR APEX 902 - • • • • • • • • • • • • ••• • E.1S2" 1 1.714 1 PiA.STJC LIP LITE fl AME EXIItmi PNC ATTACH CO dX3 WAS 10 •K L ' N. SIIIET METAL •SCREW. PRO'.WED •s WI • • • ••• k' •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • • • • • •• • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 2.412' i � - 1. 7 1 4 ' ---� WDOD IMF. LATCH dr PrA'IR STYLE -- 1.52€ 1-- PJ t517C J IP IJILFThWE FX?RLJIJFD P7IY RCPCA.Efe xr: 178 RAM* H ?. 5 -:03C Project Address 105 NE 95 Street Miami Shores Village, FL Owner Information CECILIA DESPAIGNE Wednesday, May 30, 2007 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $110.00 $9.00 $2.75 $123.35 Building Department Copy Permit Issue Date: 5/30/2007 Permit NO. WS -5 -07 -1071 Permit Type: Windows /Shutters Work Classification: Window/Door Permit Status: APPROVED Expiration: 11112612007 Parcel Number 1132060132720 Block: Lot: 105 NE 95 ST MIAMI SHORES FL 33138 -2708 Contractor(s) Phone CeII Phone LOWE'S HOME CENTERS INC. (561)514 -5253 (954)590 -2203 Authorized Signature: Owner / Applicant / Contractor / Agent Phone Valuation: Type of Work: No of Openings: 1 Additional Info: Classification: Residential Applicant Total Sq Feet: CECILIA DESPAIGNE May 30, 2007 Date Cell $ 2,000.00 0 Available Inspections : Shutter Attachment Final Window Door Attachment Final Shutters Inspection Type: SAY 3 1 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. 1