The URL can be used to link to this page

EL-05-2781.50 0.25n MAX. SHIM 81.25 liAft 0.A. FRAME HBCHT 1.34 MIN. EE DETAIL ON SHEET 5 SEE NOTE 9 ON SHT. le CONCRETE/ MASONRY BY OTHERS 1.7r NM PANEL INK 80.0 MAX. OA. PANEL HECHT .625" 1.75 .50 MI CONCRETE/ MIN. EDGE DIST. MASONRY BY OTHERS 0) .E26.1 yx _ fam OSS SECTION HI LD 1.50 MIN. 0,25 a MAX SHIM 1.25 MIN. 13113. 4.. EE DETAIL 7.,"*" ON SHEET 5 SEE NOTE 6 ON SHT. 4 SEE NOTE 2 ON SHT. 4 SIX NOTE 2 ON SHT: 4 1.75" MIN PANEL THK. 0.125 MIN. GLASS MK 81.25 MAX. SEE GLAZING 0,A. DETAILS, MAE SHEET 7 HOGHT CONCRETE/ MASONRY BY OTHERS SEE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 DETAIL 7 ON SHEET 5 e .75 .50 MI MIN. EDGE DIST. VERTICAL C ±SS SECTION W AT SIDELJTE SASH SEE NOTE 3 ON SHT. 4 SEE NOTE 3 ON 4 80.0 MAX 0.A. PANEL HEIGHT CONCRETE/ MASONRY f3Y OTHERS 10 DOOR STEEL FACE SHEET 24GA. E HEAD (ILLI_Jr,th !!arri 111 FRAME HINGE JAMB Ea FRAME LATCH JAMB Cill 17:71 :J717, 2;) OM= dEm: Ea DOOR LATCH MK= ffitY11:01:11'11CpiAthlidrit. MAD TRIM L 71 rintraM1 15 "Vg' 1111 1111 - 4..vvoN MI IIIIDI111 ITN 1111Fii"i4IM ER itz:Air IIIIIIMI. II Kir a: . iiii,„.m.,-,-..-n=9 IIMI - wThr-175 ,...,,, Ell FY AIME' WO! pi ,Dar, 2 i zmi ill ill uijF:;;TritomirmaTr:-. - UN tkgAg22 ilioliat ; pi MI:AIEKT.31EYTrir niVilltiriliktaleMit447 virjrcE -1, Iva rmr ,„ , , -4 Far •1 fieJR 10 x 1 3 1.0 to 1.25 lb. SE0 — I ) • • "7111111111111111111111111111111•11111111111111 ctuiusallE11111•11111RTAIII ..nimemilworT-Am amismommimuni wrimmi mvom IFEIINE ETII WIll 0 FrAl erTYRADWADIr 'v'71 IffilErildviti Mr CM MT 1 • Tallilli.1111.111111111111.11111111111 FfeLqt7:4 F NET MIA 1111111 1E11 TYI-fa 11111111111 Ira tamiliTE0 1.1v ',Milk Li rii.1M1111111111111111111 VI Ma !mum] m1.1r :1, 1 eriAEri 00111111=1111111111ETAII 2 PFH 10 x 1 PFH SIUCONE CAULK 8 SET OSA SY Ott YALE DEA0130LT HEW -71 PONDEROSA P114E a'r - 1'0 DOOR . ROUND. SIDEUTE P " PP5530 13 1LL1 11711— 777 HEAD BILL AND 7= - • P I FOR 1 2 LOX. YPROP. C_II INSU TED illEVal . -61EikailE723111111111111 Ira ,7,11 El 1 INSULATED TEMPERED el BY TRINTIVITIZ3 urE FRAME SCREW aMiT2 LONG PANNEAD f'Allif ...ti 00 1 war 10 WOOD 1 AUATION SC W 1.50 MIN. .(10MENT t■uP L!'-e!Anoimit,T4iitikicioaagatill11■111111111 . 17•9,111 STEEL GLASS PRODIJCTREVIS I: .05, Baiid:eg Carle es emerlybig with to Plaids A .,...Inx .- • ..• •ILTIT-1. .• mi 13 - i nsa ii.:— .. ... .,... _ Divisiea , Eric S. al0( FIesida P. E. No. 4130 FTC, LLC 1535 Coping Mut. Suite 05 Roaldps. Florida 32955 Catffixite of klatxteran ISM Prepared By: Pre PTC, LLC Phone: 321-600-1788 Fax: 321-590-1789 PRODUCT RINI= as complying with the &Ada Code Acceptance No • • = • Date - sots 2031243 121.: S-2104 star oF 8 • HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL V) HORIZOTAL bR@$$$� SECTION HINGE JAMB TO SUCK ASTR4G4L TO STILE ATTACHMENT NO1E ITEM 24 NOT SHOWN THIS MEW FOR CORM Flar d . P& 6") PTA LW Snit. Suite C25 era ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31' DM x 9.0' LG. AT TOP & BOTTOM Prepared 8y: By Ar Plane 3 PT4 21-690-1788 For 321 -890 -1789 PRODUCT REVISED as complying with the Fimida Building Cods Aommarice No Expiration Date 0 Division CONCRETE/ MAMMY BY OTHERS PRODUCT REVISED es complying with Florida BafldingCode Accop.hncesio EspirationD I r[k.rf2 Ey d ,. .. Nand P.vi IDon98 Divisor both& Control our J. ai_ HORIZONTAL CROSS SECTION AT SIEELITE TO LATCH JAMB VQMTs 1. SPACING FOR REM /26 THE /90 x 1' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOIS ; ;o , DIE TOP OWN & THE BOTTOM UP: 1.0; 2.5", 4.0° 5.51 13.0. 18.0" & 26.0'.: 2 SPACING FOR a.. /23 THE /8 x 1 1/2' PLASCREiW IS AS FOLLOWS: T0P & 801111. FIRl7.ONTA' L Y. S!>Ei1E PA,:'EL.• Jr IN FROM EACH CORNER. ON THE SIDES VERROLIA FOR THE SIDA(1E PANELS; 3.0; 13.0; 28:0' 394; 52.0' & 63.0' 3. SPA FOR ITEM 131 THE 16G4 x 3/4" BRAD HMI NAIL ATTACHING THE QUARTER ROUND TO THE SEMITE AND REM 19 THE 1 8GA. X TRIM NAL ATTACHING THE MULLION CAP .TD THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & 801104 H0RZ0NTALLY (FCR THE 3/8" ARRE ROUND); 1.25' IN FROM EACH CORNER VIFN (1) NAIL MI1 -SPAAL 014 THE SKS VERTLLY (FUR BON 3/8' QUARTER RAW & MUWON CAP); 1.25° FROM EACH ETA & SIX MORE EQUALLY SPACED ON THE FIELD. 4 . W H E N A T T A C H I N G THE STRIKE PLATE TORE JAMB AND FRIG K USE REM /25, A /8 x 2 1/2 PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE 10 THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 124, A /8 x 2 PFH WOOD SCREW. 5. SPACINC FOR REM 125 THE /8 x 2 1/2 PFH WOOD SCREWS ATTACHING THE JAMBS TOCETRER AT THE MULLION, IS AS FOLLOWS: 6.0' FROM EACH VOTHOE CORNER WITH (4) MORE SCREI S EQUALLY SPACED ON THE FED, 6. TIE SIDELI1E PANEL IS SECURED INTO THE SIDE ITE JA 148 W/ ITEM 129 SILICONE CAULK ON THREE SIDS AND 3/8' QUARTER MUMS SECURED W1T4 REM /31 BRAD TRIM PAILS x 3/4' LONG. 7. WHEN ATTAR DIE INK TO THE JAMB AND BUCK USE ITEM 127, A /10 x 2" PFH SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MUWON USE REM 1}4, A 110 x 1 3/4' PFH WOOD SCREW. 8. SPACING Fix REM /49 THE /8 x 1 1/2' PANHEAD SCREW (TBNrY UIEFR4ME)1S AS FOLLOWS: QELITE UTEFRAME FROM THE TOP DOWN VERTICALLY; 3.25 ° , 18.0625; 318125; 47.5625' & 62625° SIDEUTE LREFRAIIE TOP is BOTTOM. FROM THE LEFT; ONE (1) SCREW AT 4.4375 9. ALTERNATE CONCRETE /MARY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE .USED UPON APPROVAL OF THE ARCHITECT OR ENG24EER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE REM 151 WHEN ItSTAIL NG INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE REM 125 WHEN INSTALL NG INTO MULUONS. USE REM 116 WHEN INSTAU NG INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUnE SAS. COMM/ MASONRY OTHERS °• HORIZONTAL CROSS SECTION AT SIDELITE TO HINGE JAMB NOTE 3 ON SHE 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 IL F 0.25' MAIL SHIM 1.50' M EMBED 0.125 MIL GLASS THK Flortdo P. E. No. 41323 1835 Catuali Sob Cal MPS of Antlaminake NM PRODUCT REVISED as cam i ing with the Florida s.MLsCd As:4m= No Coa><ol DiViA= SEE GLAZING DETAILS, SHEET 7 EXRIOR INTERIOR HORIZONTAL CROSS SECTION AT SIDEUTE TO BUCK Premed Of Pra Phone 321-690-1788 Roc 321 -690 -1789 PRODUCT REVISED as complying with the Florida Building Coda Acceptance No 0 Expiration aron lir age 9 -11-01 SCAM MT.S. mot. et ,u ae. er S. SAFFELL CRAWS NW 5-2104 age jo Par ;1117, 81.25" oA FRAME HEIGHT a 6' TYPTYP. ID S SPAO 0 13.65' • • 11 •0• • • • 1 12.5' 1YP L 7.375'r 3 ' 3 ' oda r DEIM. 2 - 0 BEAD JArre 74.5' MAX OA FRAME N?D1H SEE DETAIL 2 ON TTOS 5111. * SEE Di '3 ON HS SHE DOUBLE DOOR g SDE TES AMOR R 0R LOCA110 / - 1 DETAIL — 0 THRESHOLD ASTRAGAL ONE PLATE Aorta SDK PLA1EPlaW Mai HINGES TO JAMB & DOOR SEE DETAIL 4 ON THIS SHT 814" LIA1(;' OA FRALIE HEIGHT RNLI OWE RATES A.SlRAG4L e 4.5" T1P. TYP. 3" TYP. SINGLE DOOR MIN SOOTS LOCAL KM FROM INTERIOR STRIKE RATES W JAM8 9' TYP. 6' TYP. 3' TYP. TV/ 3 ' 31' • SEE NOTE 10 \ ON SHEET 4 Eris S ` �� fl,ddo P. G No. 41323 l Reddy 3205 ME P of OldNiment t . 26135 SEE DETAIL 4 1413.70N DOS SHE 7.375' PRODUCT REVISED escoa yiugwithli35Flmida Braiding Coda Acxplsar2 No ISM C- 91N. CEIELZ COUNTERSHE FOR INSTALIARON ANCHORS Primed By "'VW PTC, LLC Phone 311 - 690 - 1768 Fax 311- 698 -1789 BROMIC!' REVISED as complying with She Florida Building Code Acoapionso No Explosion Miami Product Could Division DRAWING NO. S-2104 gi 8125' MA OA nbutE HECHT 4.5 1YP. 3 DR gip nr 6 TM u t 1 Typ. --I 1-- 107" MAX. OA FRAME WOTH • • 9'n 6 11?. 3 1YP. 1 1 1 1 1 1 1 1 1 1 WEED FROM DIM SEE DETAIL 2 ON HU 5 16.41' TYP. 51E OEM 3 OH MET 5 paw DOOR WITH SDEUIES ANCHOR 1.0011104 3 R. r DP: SEE DETAIL 4 ON SHEET 5 6 TM. 1 6 111). 5 0 1345 81.25' SEE OETAIL 6 Ma S1EET 5 FRAME a I HERD 5 1 1 / 31625" • oh* • Plea 0 1 1 .5 e 37.75' MAX. O.A. h FRAME WIDTH – 1 1 Nam Division StaELOMMUMZESAEMag MED FROM bVIENOR Flarkla P. E. No. 4132$ 1535 Occsoolintr Sao Cal Roddodoiti Florida 321011 ONNto* cO _____ 0 0. MU L._ SEE DETA1 L. 4 /ON SHEET 5 7.375 —/ 31 31 pare .16 kPRODUCT REVISED es complying with dm Florida BMIelog Ctdo Acw No 15 )6 r lfr, 7 7 Prepared Op PTC. one 321-699-1788 Fax 3214N-1789 PRODUCT REVISED as complying with the Florida Building Code Acceptance No a Data 2_ Division Produce Qom! ciat 9-11-01 SOLO N.T.S. OW BY: jw„, ciac BYt SAFFELL ORONNO NO.: S-2104 . ear ± CFA_ EXTERIOR INTERIOR EXTERIOR GLAZING. DETAIL. 1 OOL LRE FRAME SNGLE PANE 1/8' TEMPERED GLASS SPARTEf H POLYGON PP5530 C13 GLAZING DETAIL 3 MAR LIFE FRAME 1' BISULATED TEMPERED GLASS LUPOY EU -5007 0:125' TEMP? 0.125' TEMP. GLASS INTERIOR SEE NOTE 8 ON S. 4 0125 TE1 P. 0.50 .25' x .50' GLASS GLASS INTERCEPT BITE STEEL SPIER TTT1''i 1/2 GLASS' LUPOY EU-5007 0.90` NlM 0.125' TEMP. 0250' / Q GLASS THI1. GLASS SPACE Eris S. fbAdo P. E. Na. 41323 RTC, Ile 1535 Camel Mist Soo C25 RooklMet, %Ids 32855 P�E Coreftcate c h I. PRODUCT REVISED as comply: b with eh Florida Builcg Codc itoccgoutre No'' C. By Hann Division Premed 8y. p w Phone 321 690 Fax 321 - 698 -1789 � av complying auilding Acceptance No Expiration Date ado ,.!1',!� Product Control •�, Division 9 -11 -01 SCALE: tin. awe. ®r: J1YJ dac 8T: S. SMELL OWN NO S-2104 SI€ET 7 oil. .1F.illei • '1 4.):•Y . 1.11416.!, • ECRU , if ALMON - BY peso WI WOOD EMT PZ LLC Phanx 321-690-171M Fax 321-690-1789 we 9-11-01 sous N.T.S. On. BY: jiV,1 citic We & SPELL lEOLDIMIL 12 FAL V:1 24GA (0.0211 STEEL I— 1.645' -1 '1 041" TT stf VAI:+14 ® viriot• :i kt, alli MDT x 3.0" LONG r 10 1 ,- , ,---- " I 1 ---- -..1 1.75 le 1, I-- -1._.1 ASTRAGAL HAS TWO 0.3125' 1 DIA. x 9' LONG BOLTS; /. Ott TOP, 1 ON BOTTOM -41.o2- • 0 6V-WP1 LI MN 1.21 1 0.62' 0 1 2.50' 1:922111ELSME OWED PONDEROSA W000 1.25 ki„ SCHLEGEL Q-LON QDS 650 „ 0 0 ASECAUMELEZ V1(ilaRI me go 11.875 @FINGER ,1094TED PONDEROSA INELICK ILM PINE r- 1.6r 1.00' ® ULU att 21E 0.48' 1.74' 067 -1 I— 0.513 kte.e7 ;i• 1 1 DIA. VARIES IWTH HARDWE -::114Br Isstv tj 1.042' O LYL 4.00' 1 1.013. r _ 1.54' G.Noi POLYPROP. sa , 0.375 0.375' -.-1 1-7 UURIII c). Nan PINE 1 1.375' 1-4 57401M ®PAS 0125 LONG) r — 1'71' :Acv412mIld ca 13D rap 4: I a y C° jag ;dc, 7 0:::...: rY 7/ * 7 .5 .. /// / Division 7/ 1/1 BY 'if /...11 Prolinstaditt01 1 PV: 1:21 Z ■ . I/ / 1.59 2.040 0,097.4_ 1 4,0001 04 x 4"x 0.09 TIN. STEEL 11-1.7 1 0.58' 4.041' -11— 0.125 POLYPROP. MODUCFREVISED 174/ es complying with the Florida Beading Cods _ Acceptance Not 1 Division 2.62. DRAM NO S-2104 sterr MIAMI•DAD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites -- N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 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 6011 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 and supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- 1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 111.• APPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Page 1 Je1d -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS E. MATERIAL CERTIFICATIONS 1. None E -1 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites' , sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. 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) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01 /2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04)" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BtCO). F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04 /11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified' Testing Laboratories, dated 11/11/2001, signed anda • • y R. esh Patel, P.E. (Submitted under NOA# 02- 1211.18) - r Jaime D. ascon, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Jeld-Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites N.I. ", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. E -2 Jaime D. Ga on, P.E. Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Division aae 9 -11-01 saw NJS. ENO.: 5-2104 0.25 MAX 1.50' MIN. _ 9911 - COMMIE/ j MEM ' AWRY BY MOTS HO I NT CR SS SECTION 1 I� HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL ®H NRG s E1 t0 eUCk ECTION . 1 0 ST NOTE i ITEM 24 NO SHOWN THIS YIEW FOR WY. ASiRA " THROW BOLTS (2) TOTAL (1 EACH) 0.31' 01A x 9.0' LG. AT TOP It BOTTOM Edo P P. S. No. mu Streit Sob CM Pre. ut ipm Rom Florida f1 wrote d letkounka NO. UM Ar Phone 321- 690-1788 F®c 321-590-1789 PRODUCT REVISED es complying with the Florida Building Code Acceptance No Expiration Date 0 CONCRETE/ W6ONRY BY OTHERS sun aP_f_ CD 000 0 I;II L'i: 9 -11 -01 Q SEE FETE 4 ON SHL 4 _SEE GIAZII(O DETAILS, SHEET 7 SEE NOTE 6 0N Smm 4 0.75' SEE NOTE 5 ON SHE 4 SEE DETAIL 5 ON SHEET 5 0 HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB NOTES; 1. SPRING FOR ITEM 126 THE 110 x 1' PFH SCRBS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: OWL" DOWN & THE BOTTOM UP; 1.0; 2.5", 4.0; 5.5; 13.0, 18.0' & 288.0'. 2. SPRIG FOR REM 123 THE 18 x 1 1/2' MASCO/ IS AS FOLLOWS: TOP & BOTTOM. NO6VONTOLLY. SIOEUTE PANEL; 30" IN FROM EACH CORNER 914 THE SIDES VERTIC4 LY. FOR THE SIDELITE PANELS; G' 13.0, 210, 39,0; 52.0' & 3. SPACING FOR ITEM /31 THE 16G4 x 3/4" BRAD TRIM NAIL ATDCHING THE QUARTER RIND TO THE SMUT M ITEM 19 THE 16C.'d, X. r BRAD no NAIL ATTACHING THE MUWON CAP TD WE MUM N BAR MOW; IS AS FOLLOWS TOP & BOTTOM HORIZONTALLY (FOR THE 3/8' OUARTER ROUND) 1.25' 114 FROM EACH CORNET WITH (1)1448. I-sP»L ON THE SD6S VERTICALLY (FOR BOTH 3/8' QUARTER ROUND & MUWON CAP); 1.25' FROM EACH E4D & SIX MORE EQUALLY SPACED ON THE HELD. 4. WHEN ATTACHING HE STS PLATE TO Tiff JAIL AND BUCK USE ITEM 125, A 18 Jr 2 1/2' PFH WOOD SCREWY WHEN ATTAC,HNG THE STRIKE PLATE 10 THE ,IAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 124, A 18 x 2' PFN WOOD SCREW. 5. SPAN FOR 1104125 THE 18 x 2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON, 15 AS FO LOWS: 6.0' FROM EACH VERTICAL COMBER WITH (4) MORE SCE EQUALLY SPACED ON T11E FIELD, 6. THE SDEUTE PANEL 5 SEC UREO INTO THE SDEUTE JAMB W/ REM 129 SLR CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS =RED WITH REM 131 r' -• 11 1 HAILS x 3/4' LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PFH SCREW. WHEN ATTACTI NO THE HINGE TO THE JAMB AND SIUEUTE JAMB AT THE MUWON USE REM 114, A 110 x 1 3/4" PFH WOOD SCREW. IT SPACING FOR ITEM 149 THE 16 x 1 1/2' PN4HF.4D SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: '3IDELITE LIBERATE FROM THE TOP DOWN VERTICALLY: 3.25; 18.0625; 328125; 47.5525' & 62.625 ". SlDELRE LITEFRAME TOP & BOTTOM. FROM THE LEFT; 014E (1) SCREW AT 4.4375' 9. AMINE CONCRETE/MASONRY INSTAUATION ANCHORS OF EQUIVALENT PEIFORIMNCE CHARACTERISTICS CAN BE . USED UPON APPROVAL OF THE ARCIIIIECT OR SICKER OF RECORD FOR THE PROJECT OF INSTALLATION .10. USE ITEM 151 9)451 IHSTAWNG INTO WOOD SUBSTRATE AT HEAD & JAMBS USE ITEM 125 WHEN INSTALL NG INTO MUWONS. USE REM 116 WHEN 6YSTALUNG INTO CONCRETE/MASOMY SUBSTRATE AT SMITE SILLS COME/ LIASOKRY Of OBIS 1.75" 1111 PANE. THIG SEE N01E5 ON SHL 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION AT SIOLE.LTE TO HINGE JAMB CD 0 Go; � 4 (la e 00e l SEE NOTE 2 ON SHE. 4 , 13 NOTE 6 � ON SR. 4 SEE DETAIL 5 J 014 SHEET 5 L ou41 'I SLIM 4.50' M1I OH 0.75' 0.125' MIhM • CAS TkK EXTERIOR INTERIOR HORIZONTAJ, CROSS SECTION AT SIDEUTE TO BUCK Florid, P. E. No. 41323 153S 1:opaline/JR Ss& C23 revs 00100 r Iuetamem Ne OM SEE NOT 2 ON S1! 4 SEE NOTE 6 ON SIT 4 SEE GLAZING _ DETAHS, SHEET 7 PRODUCT REVISED as cair;rangwith11 0bi24 i3ilc C.c* 1:; EY P >i kri ` 12 Product Caatru! SEE 1X4ING Ditr,i3t, OLTOILS, SHEET 7 Pry dr Ore Rona 321 — X 690.1788 Fax 321 -690 -1789 s B s SAFFEI. s O 81.25' OA FRWE HPIT Alm 5' 5 WES 0 13.1' DETAIL 2 - 6 HEAD JAYS ASTRAGAL STRIKE PLATE 74.5' MAX. OA FRAME WAIN SEE DETAIL 2 ON MIS Sur. • • • • 1 12.5' 1w. SEE DETAIL 5 ON THIS SHf. TY? 1_41z r SEE eitisi.1 ON r_4 ;1. I.! s3,; 171Irh 1 11'133, 0. .4;101; F; .: 10.0. 11.1f1?r PETAL 3 - 0 THRESHOLD ASTRAGAL STRIKE PLATE L 7.375 110 31' .31' LA HIJVGES 10 JAVB & DOOR SEE DEGML 4 ON MIS SO. OA FRAiIE EMT STRIKE PLATES 10 ASTRAGAL 45' W. 3' TYP. 3' TYP. --I • •• .. • 70.25' MAX. 0A FRAYE WMH • 9' TYP. 8' TYP. 3' TYP. SINGLE DOOR WRH SIOEUIES ANCHOR LOCATIONS SEE DETAIL 4 V ON THIS SHT 2375' 3' Ede s— �� V ' R tko P W . No. 41123 r Roan* Florida JO= RR oen& d adlothsiko Yo. Division PR UCFR6d1SBD rbada with By the cz • "6N o ' COONTER5IMC FOR INSTAUA110N ANCHORS Prepared 8y r PLC, LLC Phan 321 -690 -1788 Fax 321 -890-1769 PRODUCT REVISED as with t the Florida Btdldiag code Acorplasce No ;ref ., ,• Baphatioa BY t /Y Product Oaairol g lk we 9 -11-01 sum N.T.S. Drs. en JW1 aft S WELL t +a NO.: S -2104 ear rf 81.15' MAX OA FMK HECHT 4.5' 3' TYP. TYP. 3. —I 1-.- rty. 6 TYft 5. SPACES 1385' 107' Ma 0.A. FRAME HRH • • 9 TYP. 6' TYP. 3" TV. 36.625' 5.50 i • 11 I I11 I11 j . I r n. --4 I-- I r rn r TYP �{ � SEE DETAIL 2 ON SHEET 5 1841' TYP. TYP. SEE NOTE ON MET 4 SEE DEBYL ON SHEET 5 I SEE OETA9. 3 ON NET 5 <y1FN S74EL TES ANCHOR LOCAL WEED FROM IN1E8QR I- 3' iYP 7' T)P 13.41' TYP. — 1Y12. L 7.375' 3" 3' SEE OEM. 4 ON SHEET 5 81.25' MAX. OA T — RUE HBGIIT 5 ' 5° ' i 0 11.34' SEE 0 A �ON SHEET 5 !� t 1 / r ALE DDS WITNDIIf SPARES ANCHOR LOGITIONS vow FROM 011ERIOR Edo & Flmi9a P. E. {I W. 41323 1535 � P. 9haa1. Suits C25 iloadsd.l . Nadia 32555 , MN OaM* d k1peadra 60. nos j __ ' ° SHEET 5 7.375' 31' 3 ' ..r rxODrcrREVISED QQ' Arls with &tid^ Cede Ac ccK No . 1S. +5 , 12111_11!-: ' LIC P IV = IF Pharr 3 1-M0 -1788 Far 821 -690 -1789 PRODUCT REVISED as =plying wa the F a Building Code NoO » ProthonCentini am 9 -11-01 soat MT.S OW. er: JMl - DK an S. SAFFELL ORAIDIO nos 5-2104 Sw OF _fi_ S DEM t ODL UTE FRAME SINGLE PANE 1/8' TEMPERED GLASS SPARTEM POLYGON PP5530 C13 j171NG OETNA. MINDY UTE FRAME r INSULATED T VPEREO GLASS LUPOY EU -5007 0:125' TEMP. GLASS 0.125' TEMP. GLASS OLAZING pETNL WOW UM FRAM 1/2' MAO lEMPBED GLA Erb P. P .E N. 41 1335 CogmB SbiN. Stet Q8 Rooldolgo, Reba 321155 FNiL aANocb d A lhadat e N. UM PRODUCT REVISED curtrZyintraith d10 Florida Bcilea4 Code I S A No , Aga Mari Diviaa Lit Prepared Bp Phone 321 -690 -1711 For 321-690-1789 ecimplyhtgwith the Florida No 0 Expiration DIP BY Mad Product Canliol Division DAM 9 -11-01 N own. tn: Jfgl CNC ,1w S. SAFfELL MENG NO4 S-2104 L OFD 1.75* L • v it); 4 10 AO A --I 1.02 ® 6063-T6 UAW — r 121" 12 caluzum. 24GA (0.021" STEEL MDF x LONG 1.50 --I 1 EQS 0.62' 0 Asrm. HAS TWO 0.3125' DIA. x 9' LONG 901.3: 1 ON TOP, 1 ON 0017011 1 to MOLLEZZIE AWED POMBOSI PR WOOD 0 d i 0.5 ... ! .5 0.50' f ale 0.5r COIPROIOW WEATHERSVIIP SCHIBEL 0-LON OS 650 1.25" ' o ' taw MOURIIULA IE V.:, Mat 0125' NW 11.875' Lbt 0.48' 1.74" aer pr -4 252- TRINITY VIE FP* PCOYFROP. @DOOR 1.4101 MIKE PLATE —1 r- 0.513` DIA. VARIES WITH !MIME USED O FINGIR MACULQ .1094TED ANIMA PINE 0 0.87: a58 T . " -- -. 7 • 2. • r 4"1.01 I _L kw. fj. ;it; iaJ. 4.00' 0 1.042" _ Division 0 IA ilk 11 7: ■ POLYPROP. 0.375' 0.375" 3/8 WARIER ROUND • ® • Sia&Me PAZ --I 1.375' 1 mom OPK PlIODUT RE1/1211 I• 71° — "' *5 111I r in jP 2 IV Cotic i2g with Fl°46 Ar .11 PludsusCouwal LI L © 0 , 0 0, 0.097' 4- 1: 4.000' ( UMW x 4 x 0.097' 1Ht4 STEEL 2.04" 1.59' 1.00' 0.58' - "F — T I— too. —I ® 2 : 1111262462""111182m, - BY Pail 19111 WOOD INSMT Olo al 6 ) MOO O. B. No. 41323 FTC, LLC 1635 Ccgoloil Souk ants 635 TWA% Olinda 32255 ism COM* d kOodidoe KO 26935 -II— 0.125' Divisko 1 -■-• 1.75 —I 2.62' 0 11 II POLYPROP. J Preload ay: RC, la Phone 321-690-1788 Fat 21-690-17E PRODUCTREVISED es complying with tho Floaida Bolding Coda Acceptenoo NAP LL-'1r 4114 9--Q1 scia N.TS. 056. 8!: OK eft SAFFEU. OMNI NO.: 5-2104 or_9_ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Trinity Glass International 4621 192 Street East Tacoma, WA 98446 SCOPE: 11 fl th a any co ly m no c TE -, , folio displ S istri OA in the a ATION 4s lie th Y se ' 4 R , . APPROVED FIIAMF.DADE COUNR 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 -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRE'TION: 6'-8" Ontswing Glazed Fiberglass Door w/ wo Sidelites -LMI APPROVAL DOCUMENT: Drawing No. 8 -2728, titled "Glazed Fiberglass Outswing Door ' ", sheets 1 through 12 of 12, dated 10/05/06 and last revised on 01 -14 -2008, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E., bearing the Miami -Dade County Product Control Approval stamp with the.Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missle Impact 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 g= l icable building code negatively affecting the performance of this product. f this NOA will occur after the expiration date or if there has been a revision or change mat and/or manufacture of the product or process. Misuse of this NOA as an endorsement of odu s, advertising or any other purposes shall automatically terminate this NOA. Failure to Lion of this NOA shall be cause for termination and removal of NOA. • : The NOA number preceded by the words Miami -Dade County, Florida, and ed r iration date may be displayed in advertising literature. If any portion of the NOA is - yed, th* it Gr, be done in its entirety. EC ON: dopy of this entire NOA shall be provided to the user by the manufacturer or its utor ar¢id gill be available for inspection at the job site at the request of the Building Official. coisistsof this page 1 and evidence page E -1, as well as approval document mentioned above. - -s `te4 doilimentation was reviewed by 'shag I. Chanda, P.E. MIAMI -D C LORIDA METRO- DADEPLAGb ING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (3057375-2908 www.buildinacodeonline.com 113.04 iration Hate: Pebru 1, 2013 O hl 1)alte ;; e ru , 21, 2008 Page 1 �� i Trinily► Glass International j1 OTICE QF' ACCEPTANCE: EVIDENCE SUBMITTEi A. DRAWINGS 1. Manufaeturer's die drawings and sections. 2. Drawing No. S- 2728,. titled "Glazed Fiberglass Outswing Door ", sheets 1 through 12 of 12, dated 10/05/06 and last revised on 01 -14- 2008, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E. B. TESTS 1. Test reports on Test reports on 1) Air Infiltration Test, per PBC, TAS 202-94 2) uniform Static Air Pressure Test, Loading per FBC, TAS 2)2 -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) Small Missile .impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC., TAS 203 -94 along with marked up drawings and installation diagram f 6'0 x 6'8 Glazed Fiber Glass Outswing doors w/ sidelites, prepared by Testing Evaluation Laboratories, Inc., Test Report No. TEL -06- 0918 -1, dated 10/1006 and revised on 12- 05-07, signed and sealed by Wendell W. Haney, P.E. 2. Additional test report No. TEL -06- 09184, per TAS 201, 202 and 203-94 for 6'0 x 6'S opaque Fiber Glass Outswing doors wt sidelites, issued by Testing Evaluation Laboratories, Inc. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC- 2004, prepared by RW Building Consultants, Inc., dam 11/03/06, signed and scaled by Lyndon F. Schmidt, P.E, 2. Glazing complies w1ASTM E1300- 98/02. D, QUALITY ASSURANCE URANCE 1. Miami Dade Building Code Compliance Office (BCCO). E, MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05 =1206.01 issued to Trinity Glass International, for their Unfinished Fiberglass Door Skin, expiring on 03/02/11. 2. Notice of Acceptance No. 07- 0828.01 issued to Trinity Glass International, for their Trinity Lite Frame, expiring on 07/03/12. 3. Test Report No. ETC -05- 781 - 17122.1, prepared by ETC Laboratories., issued to Trinity Glass International, dated 10/19105 and revised on 01102018, Polyurethane Foam, tested per ASTM 1929 D "Self Ignition Temperature"; ASTM E84 "Flame Spread Index" acct! "Smoke Developed Index ", signed and sealed by Joseph Lebore Doidan, P.E. F. STATEMENTS 1. Statement letter ofconformanca and no financial interest, dated 01/14/08, signed and sealed by Lyndon Schmidt, P.E. y r 2, Statement letter of lab compliance as part of test report. G. OTHER. 1. ` DSlr'8 l4" Silicone Adhesive Sealant by Dong Yang Silicone, co. 1514A 1. hac1 L Claud*, P. E. Product Coll Examiner NM. No 06 1113.64 Expiration Date: February 21, 2013 Approval Date: February 21, 2 F -1 7 2.4 61 4 ./ 4 a k_ MIAMI SHORES VILLAGE 0 BUILDING DEPARTMENT 4 305- 795 -2204 Building Inspection Request Dateel 3 I / 05 Type Insp'n W D ✓4 " L - Permit No. , . S Name c_e_a n = £ c d y Address ( < Oa NE 1 CD5 5T Compan Ca r0 i I eL +r I G Phone # (<3(5) S - 811'1 Inspection Date 9 1 1 1 oS Approved ❑ Correction ❑ Re-Insp'n Fee ❑ TABLE OF CONTENTS 1 TYPICAL ELEVATIONS. DESIGN PRESSURES & GENERAL NOTES 2 DOOR & SIDELITE PANEL CROSS SECTIONS & GLAZING DETAIL 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS 5 HORIZONTAL CROSS SECTIONS 6 VERTICAL CROSS SECTIONS 7 FRAME ANCHORING DOUBLE & DOUBLE BOXED UNITS 8 FRAME ANCHORING SINGLE & SINGLE BOXED UNITS 9 FRAME ANCHORING CHS UNITS 10 COMPONENTS 11 ASTRAGAL DETAILS 12 BILL OF MATERIALS & COMPONENTS Trinity, Wad& I N T E R N A T I O N A L 4621 192nd STREET EAST TACOMA, WA 98446 TEL 253- 875 -7300 FAX: 253- 875 -7301 FLUSH GLAZED FIBERGLASS OUTSWING DOORS WITH & W /OUT SIDELITE(S) "IMPACT" GENERAL NOTE 1. THIS PRODUCT HAS BEEN EVALUATED AND 15 IN COMPLIANCE WITH THE 2004 FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE" ( "HVHZ ). 2. PRODUCT ANCHORS ANC EMBEDMENT AS O � AND ATERIA SHOWN SHALL BE BEYOND WALL DRESSING OR STUCCO. 8. FOR DESIGN PRESSURE RATING SEE CHART UNDER EACH PRODUCT ELEVATION. 9. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 3. WHEN USED IN THE "HVHZ THIS PRODUCT COMPLIES WITH ADDrovedasmmAlyIgRB x JAMB SECTION 1626 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. _ ___ MULL W/0 NOAA Pioduct� REINF. 4. WIND- BORNE DEBRIIS PROT THIS PRODUCT REQUIRING Dade WITH Div- Oland SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE AND DOES By. �4 ` NOT REQUIRE AN IMPACT RESISTANT COVERING. 5. FOR 2X STUD FRAMING CONSTRUCTION, THE ANCHORING OF TH ESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 6. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR A REGISTERED ARCHITECT AND TO BE APPROVED BY BUILDING OFFICAL 7. IX AND 2X WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS TO S TRUCTURE AND 70 BE REVIEWED BY BUILDING OFFICIAL 72.00" MAX. OVERALL - FRAME WIDTH 37.375" MAX. SDL FRAME CHS WIDTH 37.375 MAX. OX OR XO (CHS) SINGLE FIJI IITE DOOR W /SIDELITE (CHS) DESIGN PRESSURE (PSF) +60.0 1 -60.0 148.75" MAX. OVERALL FRAME WIDTH (W /NON - REINFORCED MULL) 74.00' MAX. OVERALL FRAME WIDTH 38.38 MAX. PANEL WIDTH w /ASTRAGAL OXXO (BOXED) NON- REINFORCFO MULL - JAMB x JAMB DOUBT F FIn I I ITF DOOR MULL W/0 REINF. W /SIDEUTES (BOXED) DESIGN PRESSURE (PSF) +55.0 1 -55.0 105.00" MAX. OVERALL FRAME WIDTH 37.375' MAX. SDL FRAME WIDTH 37.375" MAX. SDL FRAME WIDTH 0X0 (CHS) $INGI E FULL' LITE DOOR W /SIDEIJTES (CHS) DESIGN PRESSURE (PSF) +60.0 1 -60.0 21.00" MAX. DLO 75.62" MAX. 0.A. FRAME WIDTH W /1X MUWON REINFORCEMENT 37.375 MAX. SDL FRAME WIDTH .75" I MUWON REINFORCEMENT XO OR OX (BOXED) SINGLE FULL LITE DOOR W /SIDEIJTE (BOXED) DESIGN PRESSURE (PSF) +60.0 1 -60.0 74.00" MAX. OVERALL FRAME WIDTH 36.38" MAX. PANEL WIDTH w /ASTRAGAL XX DOUBI F FU1 I I ITF DOOR DESIGN PRESSURE (PSF) +55.0 1 -55.0 1 21.00" MAX. D.L.O. 37.50" MAX. FRAME WIDTH X $INGI F FUI L LITE DOOR (DESIGN PRESSURE (PSF) / +55.0 1 -55.0 113.75" MAX. OVERALL FRAME WIDTH W /1X MUWON REINFORCEMENT 37.375 MAX. SDL FRAME WIDTH 75" I I .75" MUWON F MUWON REINFORCEMENT REINFORCEMENT 0X0 (BOXED) SING, E FULL LIVE nOOR w /SIDEUTES (BOXED) DESIGN PRESSURE (PSF) +60.0 -60.0 1 ° gg a a 0 a a a Q 0 Z In z 0 In x:10/05/06 scuL N.T.S. gam. Eft EW mut BY LFS ORA JB N0.: S - 2728 ao-Er 1 OF 12 8.1 8.12" 4 SIDELITE PANEL, 4 DOOR PANEL SEE DETAIL 1 zy FIBERGLASS YARN or c.) REINFORCEMENT o � r FIBERGLASS SKIN DETAIL 1 SEE DETAIL 1 EXTERIOR INTERIOR DOOR & SIDELITE DETAILS ILLUSTRATION EXTERIOR INEERLOR ( 1 HORIZONTAL CROSS SECTION 1) SIDEUTE PANEL SIUCONE FRAME (MATERIAL PC /ASA) SEALANT 1/2" GLASS BITE STRUCTURAL SIUCONE BY DONG YANG SIUCONE CO. SCREW, STEEL GLAZING DETAIL 0 HORIZONTAL CROSS SECTION DOOR PANEL 1" 0.A. GLASS THICKNESS 1/8" TEMPERED GLASS SWIGGLE 1/8" HS GLASS .090" PVB INTERLAYER DUPONT BUTACITE 1/8" HS GLASS INTERIOR EXTERIOR R INTERIOR Approved as complying with Florida Binding Codo pale 2 pp r p NOA17 Mi D Product Canard Div q N4M` BY EXTERIOR 02 22 VERTICAL CROSS SECTION O4 VERTICAL CROSS SECTION SIDEUTE PANEL 2 DOOR PANEL e y a . O 2 DATE: 10/05/06 SCALE N.T.S. arm en EW asc sn LFS DRAMS S -2728 sxor 2 OF 12 SEE NOTE 7 SHEET y / t 19.7 FROM END & 27.4" MAX. 0. C. SEE NOTE 1 SHEET 3 1/4" MAX. SHIM SPACE (TYP.) 1.14" MIN. PENETRATION SEE NOTE 1 SHEET 3 INTERIOR EXTERIOR HORIZONTAL CROSS SECTION ® SIDEUTE JAMB ©0 G o <<1�C�1��1�1�1 0 rww iiwr t it I' Eil.l ”1101 NIA nom plioniill IN 0AI I I 0XX0 NON- REINFORCED MULL 6" FROM END & 27.4" MAX. 0.C. 2 HORIZONTAL CROSS SECTION 3 @ HINGE JAMB 4 0 SEE NOTE 7 SHEET 1 INTERIOR EXTERIOR 1 -3/8° MIN. EMB. (TYP.) 1/4" MAX. -.1 --SHIM SPACE .� • 1111 0 `'YP, • . •• :° I f INTERIOR iiII `` ss :�, I IA A r 5 "J," . •..•�: 55 VERTICAL CROSS SECTION 3 SEE NOTE 1 SHEET 3 EXTERIOR SHOWN W /1X SUB -BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS NOTES 1. ITEM #48 - #9 X 2 -1/4" PFH SCREWS THRU JAMB INTO SIDELITE LOCATED CO 6 ", 27 ", 50 -1/4 ° , & 72 -1/8" FROM TOP OF FRAME TYP. BOTH SIDE JAMBS. 2. ALL UNITS ARE GLAZED UNITS. SEE SHEET 2 FOR DETAIL 0 0 0 Ilk; !1 1 , F� I I t I , 0 a laililliii 0 0• 0 NOT SHOWN SEE NOTE 7 SHEET 1 1 /4" MAX. SHIM SPACE (TYP.) 1.14 MIN. PENETRATION C) 4 HORIZONTAL CROSS SECTION 3 . ® HINGE JAMB INTERIOR EXl RI0R C) 3 33 HORIZONTAL CROSS SECTION © ASTRAGAL EXTERIOR N 2 0 0 z z 0 1 : 03 E. 10/05/06 s•e N.T.S. DWG. B EW CHIC en LFS OFMOO t0a S -2728 sxEEr OF 12 P 2 NOT SHOWN 1/4" MAX. SHIM SPACE (1nrp.) C) HORIZONTAL CROSS SECTION HINGE JAMB 1.14" MIN. PENETRATION SEE NOTE 1 SHEET 3 SEE NOTE 7 SHEET 1 INTERIOR MEMO 19.7 FROM END & 27.4 MAX. O.C. MULLION W/REINFORCEMENT 0 HORIZONTAL CROSS SECTION HINGE JAMB 6" FROM END & 27.4" MAX. O.C. 6" FROM END & 27.4" MAX. O.C. NOT SHOWN MULLION W/REINFORCEMENT 0 HORIZONTAL CROSS SECTION LATCH JAMB INT ERIOR DffERIO 19.7 FROM END & 27.4" MAX. O.C. SEE NOTE 1 SHEET 3 7:41 t iamp o i : o a d u I NOTE 1. ALL UNITS ARE GLAZED UNITS. SEE SHEET 2 FOR DETAIL 6 oce 4 R 321 cu z 0 (7) 1E 10/05/06 DW Ew avcsY LFS ORMOND.: 5-2728 SHED' 4 OF 12 a 9 I a 0 SEE NOTE 1 SHEET 3 5 O HORIZONTAL CROSS SECTION HINGE (CHS) W /INTEGRAL MUWON CHS MUWON ATTACHMENT AT SILL (2) #56 THRU SILL INTO MUWON INTERIOR EXTERIOR NOT SHOWN CHS MUWON ATTACHMENT AT HEAD (2) #56 THRU HEAD INTO MUWON 1 1. 22 HORIZONTAL CROSS SECTION 5 Approved as complying with the Florida trading Code Dare 2 h 'zao8 NOM S. T Miami Dodo Product C ay SEE NOTE 1 SHEET 3 ® LATCH (CHS) W/INTECRAL MUWON F.5 8 0 .a. N 5 0 Z z 0 uue 10/05/06 SCAM N.T.S. ONO. er: EW clx. BY: LFS LOAM NOM 5 -2728 SIOEr 5 OF 12 0 m 0 W SEE NOTE 7 SHEET 1 CD TI VERTICAL CROSS SECTION HEAD JAMB — DOOR NOTE 1. ALL UNITS ARE GLAZED UNITS. SEE SHEET 2 FOR DETAIL 2-1/2" MIN. I 2-1/2" MIN. FROM EDGE FROM EDGE (TYP) (ryP.) 0 TI VERTICAL CROSS SECTION OUTSWING THRESHOLD 2-1/2" MIN. 2-1/2" MIN. FROM FDGE FROM EDGE (r(P.) (TYP) 0 VERTICAL CROSS SECTION SEE NOTE 7 SHEET 1 SHOWN W/1X SUB—BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS cp VERTICAL CROSS SECTION HEAD JAMB — SIDEUTE 2-1/2" MIN. FROM EDGE (TYP.) 2-1/2" MIN. FROM EDGE (TYP.) () VERTICAL CROSS SECTION oursimc — SMITE A P4 w Wh* 14 , 1 1=antriaiggi Miami Daft P coduct p MOE 1. ITEM #48 — #9 X 2-1/4" PFH SCREWS THRU HEAD & SILL JAMB LOCATED 3 FROM EACH FRAME END AND ON CENTER UNE. 5 cu a. 8 u Due: 10/05/06 SCALE. N.T.S. DWG. BY: EW mLaY LFS MMUUND: 5-2728 Faucer 6 oF .1Z ti 3 8 a 3 0 ~6 "— y 4 " � 4" r 4" 1 t tY IG •? l! 7 :". a. 1 / / TO �B B W/0 3/4° i MUWON \ I I I ' SEE – DETAIL 1 ASTRAGAL – SHOWN FOR REFERENCE >I I I W/ BucK INSTALLATION ® // OR INSTAL /14 – SEE NOTE 1 TrP. HEAD & JAMBS ® BUCK TYP. JAMB ®TO JAMB W/3/4" MUWON _ i 1 13.7° O.C. 6" N ° c. z u 1--- .. L' - 1 ° r LV --- 1 1 1 \ I ACTIVE TYP. SILL – SEE NOTE 1 SEE DETAIL 2 I INACTIVE I MASON OPEN!I FRAME 2X BU FRAME 1 2X BUCK K\ W/1 X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS ACTIVE 4.5 - – 6" 4" I Ii SEE DETAIL 1 ASTRAGAL \ – SHOWN FOR REFERENCE 6, SILL SEE NOTE 1 SEE DETAIL 2 – 1 INACTIVE I NON – REINF. MULL FRAME ANCHORING OXXO (BOXED) OUTSWING W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 1 O S' DETAIL 1 HEAD EXTTERIOR DETAIL 2 ® SILL W /2X BUCK INSTALLATION W/1X BUCK INSTALLAnoN SEE NOTE 2 Unto Approved as omplyi wan me j 1 =— 1 Cobra FloridalOudding STRIKE PLATE DETAIL ® ASTRAGAL 1. 1/4 ELCO OR ITW CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1 -1/4 EMBEDMENT. 2. 3/16° CONCRETE SCREWS ANCHORING ASTRAGAL STRIKE PLATE AT HEAD OR SILL REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 2 -5/8" CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE NOTED BY CONCRETE SCREW MANUFACTURER. t N 5 0 z 0 MIEr 10/05/06 SCAM N.T.S. MO. Els EW 04X. sn LFS BURNO om: S -2728 s,w 7 of 12 z z 0 0 0 0 0 u. MASONRY OPENING i0 FRAME t0 FRAME ANCHORING X OUTSWING Mme'' MASONRY OPENING 2X BUCK ' w /2X BUCK ® INSTALLATION OR W /IX BUCK Air INSTALLATION SEE NOTE 1 i 0 TYP. HEAD & JAMBS 0 BUCK 4 ' 4" 1-r1-.- 4" i0 I I/ \ \ ACTIVE I I t 11 to) 1 N f TYP. JAMB TO JAMB W/3/4" MUWON MASONRY OPENING FRAME 2X BUCK m TYP. HEAD, SILL & JAMBS 0 U I/ /— / N TYP. JAMB ,TO JAMB W/3/4" MUWON - ACTIVE I 1 0 0 W /2X BUCK, INSTALLATION W /1X BUCK OR 5 INSTALLATION SEE NOTE 1 TYP. HEAD & - JAMBS 0 BUCK 0.75" 0.75" MUWON FRAMF ANCHORING MUWON OX0 (BOXED) OUTSWING W /MUIIION RFINFORCEMENT 6 " II 0.75" MUWON FRAME ANCHORING KO OR OX (ROXFO) OUTSWING W /MUI I ION RFINFORCEMENT 4" r _ 4" r 6" I -- 4" 6" TYP. SILL SEE NOTE 1 W/2X BUCK II OR W /IX BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS 0 BUCK TYP. SILL SEE NOTE 1 NOTES: STRIKE PLATE DETAIL ® JAMB HINGE DETAIL 1. 1/4" ELCO OR ITW CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2 CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1 -1/4" EMBEDMENT. E r. lL 0 0 N a 0 0 O z z 0 DM 10/05/06 OMB N.T.S. os+s. Br: EW cwr. arc LFS RAMO NO.: S -2728 sHEEr 8 cc .12_ ... r MASONRY OPENING FRAME 2X BUCK CHS MUWON SHOWN FOR REFERENCE ACTIVE --- 4" I\ -- 4" W /2X BUCK INSTALLATION OR W /1X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS O BUCK I I' / / CHS MUWON SHOWN FOR REFERENCE ACTIVE 4° O TYP. SILL SEE NOTE 1 FRAME ANCHORING OX OR XO (CHS) W /INTEGRAL MULLION (CHS) W /2X BUCK INSTALLATION OR W/1 X BUCK IZTALLATION SEE NOTE 1 TYP. HEAD & JAMBS O BUCK 49 TYP. SILL SEE NOTE 1 FRAME ANCHORING OXO (CHS) W /INTEGRAL MULLION (CHS) 0 NOTES; STRIKE PI ATE DFTAIL 0 MULLION 7. 1/4" ELCO OR ITV? CONCRETE SCREWS ANCHORING FRAME AND /OR 511.1 REQUIRE A MINIMUM 2 -1/2 CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1 -1/4" EMBEDMENT. lea.s srnawi© rs m 4 ,K t L By GS . 1 og c 1 r s a 0 0 0 z z 0 rn Th 10/05/06 was N.T.S. moo. en EW cm on IFS CM= NO: S -2728 sir 9 or j2 n -�{ 1.562° 1 to --' 1.562 r+- ( --;-.N TOP RAIL O TOP RAIL DOOR SIDELITE 0 BOTTOM RAIL DOOR 1.562" .305 -+-I c, - .{ 1.562" r o 47 BOTTOM RAIL SIDELITE SIDELITE STILE 14 HINGE STILE EDGE 13 SUPPORTER TCH STILE 4.560" 0 0 0 1.220 4.560 �- 2.435 ° —I n J (", SILL-TO -JAMB KIT DETAIL OPTIONAL tssl N O :t] 0 0 0 2.362" 17 LOCK BLOCK 0 0 J 16 2.362" O 198" N LATCH STILE EDGE — 1.983 r- co 1 L-0 3" 1 HINGE ,J 0 000 1 m tn I --- .750 JAMBS O i to 0 1.250 1.000" Approved g es comptYR:B with the 1 y 1 C Div 2.000 f� ® CHS INTEGRAL MULLION CHS (OX. OX0) 00 F� 2.250 ---I CO u( 00 1 X REINFORCED MULLION 2.500 —I 2.250" I-- MUWON W /OUT REINFORCEMENT 1 c pa v cl � nz 0 w N w 0 W 0 z 1E: 10/05/06 ,a••" M. T.S. ixwa. BY: EW cwc an LFS DRAW W NO., 5 -2728 sHEEr 10 of 12 z 0 e ALUMINUM ASTRAGAL. ASSEMBLY BY ENDURA PRODUCTS 0 6 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS DEAD BOLT LATCH (THRU HOLE) 0 ♦� (BLIND HOLE) o 0I O 4 0 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS NOTE 0 0 0 0 0 1.625 0 1.625" r _ TOP BOLT RETAINER MAIL HDPE LENGTH: 4 3/4' 19.625" U 42 SLIDE BOLT ROD Si W. 1. (12) OF ITEM #48 ASTRAGAL RETAINING SCREWS LOCATED (2) ® 2 -1/2 ° , (1) 0 3 -1/2 ". (1) 0 10 -1/2 ", (1) a 18 -1/2 ", & (1) 0 26 -1/2" FROM THE TOP OF ASTRAGAL AND (2) 0 2 -1/2 ", (1) ® 3 -1/2 ° , (1) 0 10 -1/2 ", (1) 0 18 -1/2 ° , & (1) ® 26 -1/2" FROM THE BOTTOM OF ASTRAGAL. 41 TOP BOLT RETAINER MAIL: ALUMINUM LENGTH: 9 3/4" Appmvedos cb mppIIyiib0 §vi:D We M Dam 'F&CS ZL add$ 0 Dod0 1o�1 7 0. 1 N 0 0 Z 2 0 z x: 10 /05/06 swim N.T.S. DWG. BY: EW mac 0!, LFS DRAM NO.: S -2728 sow 11 or 12 3 d m ITEM DESCRIPTION MATERIAL. ITEM DESCRIPTION MATERIAL 1 FIBERGLASS SKIN 0.079' BY TRINITY MIN. THK. W/FIBERGLASS YARN REINF. FIBERGLASS 45 LVL SIDELITE TOP RAIL POPLAR 2 SIDEUTE JAMB - FINGER -JOINT PINE WOOD 46 LVL SIDEUTE STILE POPLAR 3 HINGE & LATCH JAMB - FINGER -JOINT PINE WOOD 47 LVL SIDEUTE BOTTOM RAIL - POPLAR 4 HEAD JAMB - FINGER -JOINT PINE WOOD 48 19 X 2 -1/4' SELF DRILLING SCREW ST EEL 1/4" X 3-3/4' TAPCON (ELCO OR ITW) STEEL. 49 10-32 X 5/8' MACHINE SCREW ST EEL OUTSWING THRESHOLD (HIGH RISE TPE)(ENDURA PRODUCTS INC.) ALUM. /COMP. 50 OUTSWING SIDEITE SPACER PVC 8 STRIKE PLATE SCREW 18 X 2.0' PFHWS (2 REQUIRED PER STRIKE PLATE) STEEL. 51 110 X 2.0' PFH WOOD SCREW STEEL g COMPOSITE BOTTOM RAIL PVC 52 DEAD BOLT STRIKE STEEL 1D DOOR PANE. CORE FOAMED IN PLACE BY TRINRY POLYURETHANE 53 IX MUWON REINFORCEMENT WOOD 11 COMPOSRE/LVL TOP RAIL PVC/EVE 54 INTEGRAL. MUWON (CHS) WOOD 12 WEATHERSTRIP 0550850 Q-LON FOAM 55 18 X 1 - 1/4' PFH DRYWALL SCREW STEEL 13 I.VL HINGE & LATCH SRLE SUPPORTER POPLAR 58. 18 X 2 -1/4' PFH SELF DRIWNG SCREW STEEL 14 COMPOSITE HINGE S11LE EDGE PVC 57 STAPLE 18 G4 GALV. 7/18' CROWN x 1 - 3/4' LONG STEEL 15 BEAD 1/4" WOOD 0 c> CELLULAR PVC COMPOSITE N • it N I 16 COMPOSITE LATCH STILE EDGE PVC 17 LVL LOCK BLOCK POPUIR 18 3.983' X 4.0' HINGE MIN. 0.098' THICK MES- H? SILL 70 JAMB LOT (OPTIONAL)* PC /ASA 21 KWIKSET LATCH GRADE IT STEEL 22 KWIKSET 054090LT GRADE 8 STEEL 4.563° i 0 0 ' �,; ? ',. 1, — te 1- 3.068 - OUTSWING THRESHOLD 23 STRIKE PLATE STEEL 23A FLUSH BOLT STRIKE PLATE 0 HEAD STEEL 238 FLUSH BOLT STRIKE PLATE 0 SILL STEEL 24 HINGE TO JAMB SCREW 19 X 5 /B' PFHWS (3 REQUIRED EACH WOE) STEEL 28 HINGE TO 000R SCREW 19 X 1.0' PFHWS (4 REQUIRED EACH HINGE) STEEL 27 UIE FRAME SCREW /8 X 1 -1/8' SELF THR&WING STEF1. 28 1' INSULATED LAMINATED GLASS (INTERIAYER DUPONT BUTACRE) 1 /6" TEMPERED - AIR - 1/8' HS - .090' PVB - 1/8' HS GLASS 29 2X BUCK WOOD O HIGH RISE TYPE I-. M -- j 2.010 1-`-- .30 1X BUCK WOOD 31 MASONRY CONCRETE 32 MUWON BASE KIT' PC /ASA 33 JAMB TO BUCK SCREW 110 X Z5" PFH WS WITH MIN. 1.14" EMB. STEEL. .34 NOT USED - 35 LATEX CAULK LATEX 36 1/4' MAX SHIM SPACE WOOD .37 UTE FRAME BY TRINITY UNDER SEPERATE N.O.A. • PC /ASA 38 SCREW PLUG' PC /ASA 40 ASTRAGAL (ENDURA PRODUCTS INC.) ALUMINUM 41 DOLT RETAINER - S(DELITE SPACER 42 FLUSH BOLT STEEL 43 3/18' X 2 -1/4' TAPCON (ELCO OR ITW) STEEL 50 OUTSWING 44 1/4" X 2 -3/4' TAPCON (ELCO OR MY) STEEL * PC /ASA- POLYCARBONATE/ ACRYLONDRILE STYRENE ARYLATE Approved as complying %all We Dale Fen ZI _ NOAN Miami Dade Product Mi By 14 l �ry . a s rev 0 in Oa Din O ig 0 u1 N 2 a a 0 Z DUE: 1 0/05/06 WALE N.T.S. DWQ BY: EW ow. BY: LFS BRMIpl6 NO. S -2728 sHSC1 12 of 12 MIAMI SHORES VILLAGE- BUILDING DEPARTMENT 30- 795 -22Q4 Building Inspection Request Date Type Insp'n Permit No. L ; m ,_� Name Inspection Date Approved ❑ Correction Re- Insp'n Fee Address I !,_) kit Company - t r t: I ("`' - 1 Phone # -= ) t?`i L - i I jcS r Miami Shores Village 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Tenant/Lessee Name Code Enforcement $ Is Building Historically Designated YES Contractor's Company Name C Contractor's Address 7/0/ Sf e/ / 6> 4-(J City State �G Qualifier 4 &`p€ t'4.2 Q $ Value of Work For this Permit Submittal Fee $ Notary $ Scanning $ 3 .00 Total Fee Now Due $ 157 ' 55 (Continued on opposite side) Building Department Job Address (where the work is being done) / /O .5 s� City Miami Shores Village County Miami -Dade NO l/ Permit No E LCE 21 aster Permit No. Plumbing Mechanical Owner's Name (Fee Simple Titleholder) EU& EAt- y .L Phone # .32>5 - Owner's Address 1/78 NE ,'�f S City 4 L1k/Uc State Zip .50 / 38 Phone # Zip ff3 /3S Roofing fL ' 93 a9 32.4' of Phone # 1S ?.?a ,% 4k. Zip State Certificate or Registration No. Certificate of Competency No. tlr Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Type of Work: ❑Addition ['Alteration ['New �Repair/Replace ❑ Demolition Describe Work: k"-& — I -®/c . LV 171 65/-t 2Ll(lc�o * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * ********** * * * * * * *** * * * * ** * ** Permit Fee $ /-6 CCF $ 0 . 60. CO /CC Training/Education Fee $ 0 - 2.0 Technology Fee $ 3 .7 S Radon $ Zoning Bond $ Structural Plan Review. $ Type Insp'n U/f7 K Permit No. EL 2. cos z_ t Name 'Oro G ki 1(1Y Ng 1055 (ar EL. )o3/ ¶t 5 -1,1/1- Address Company Phone # 3515 rft r MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7I0 Inspection Date 7 117105 Approved Correction Re- Insp'n Fee Av. Wry MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7114(0 Type Insp'n L01 WiTh Permit,No. E� . 2 COS 2 Name 1 ) f®'cl4 k Address laf ' Company Coto EL • Phone # - )05/ 1 1 5 - qt 117" Avb PrUd y ` Inspection Date 7117405 Approved 0" c..`,y r''6i o Correction ❑ / , 77 b, .5 Re- Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 8/11/2005 Applicant: EUGENE Owner: DRODY JOB ADDRESS: 1118 NE 105 Contractor CARO ELECTRIC INC Local Phone: 305 - 957 -9325 Parcel # 1122320280120 Electrical Permit Permit Number: EL2005 -278 DRODY EUGENE ST Contractor's Address: DOING BUS IN DADE CO Legal Description: MIAMI SHORES ESTATES PB 47 -58 LOT 12 & W35FT OF LOT 13 Fees: FEE2005 -11003 FEE2005 -11004 FEE2005 -11005 FEE2005 -11006 FEE2005 -11007 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $150.00 $0.60 $0.20 $3.75 $3.00 $157.55 Total Fees: $157.55 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/4 /2006 Construction Value: $1,000.00 Work: REPLACE OVERHEAD ELECTRIC WITH BURIED SERVICE Signed: (INSPECTOR) Page 1 of 1 AUG 12 PAID �= t CA-434> 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BLK