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WS-13-2568Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 203003 Permit Number: WS -11 -13 -2568 Scheduled Inspection Date: February 05, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: I Work Classification: Window /Door Replacement Job Address: 9425 N MIAMI Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: ALYJOSH CONSTRUCTION INC euiming Department comments WINDOWS AND DOOR REPLACEMENT 9 WINDOWS AND •1 DOOR THIS PERMIT TO REPLACE WS07 -1514 Phone Number Parcel Number 1132060130510 INSPECTOR COMMENTS False Inspector Comments Passed t° Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Phone: (305)970 -1692 February 04, 2014 For Inspections please call: (305)762 -4949 Page 14 of 47 to] ORESTES LOPEZ -RECTO A R C H I T E C T STATE REG NO. AR0009350 December 18. 2013 Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores Village FL 33138 Attn: Building Official RE: Windows (As -Built Certificate) 9425 N. Miami Avenue Miami Shores Village, Fl Permit No. WS 11 -13 -2568 Date of Construction 2007 Dear Building Official: (.Orestes Lopez - Recio, having performed a visual inspection of the as -built building components of the above referenced structure and duly researched documents so as to determine it's approxmate construction date, hereby attest that to the best of my knowledge, belief and professional judgment, the visible visible components of the window installation at the above referenced structure are structurally sound and satisfy the requirements of the FBC in effect at the time of construction as stated above. This structure is also in compliance with the requirements of the approved approved permit documents. I also attest to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of said structure. Following is the methodology used to ascertain the previous inspection results. The window installation was inspected per opening. The distance between the edge of the window and the masonry/stucco was determined by measurement at the sill, the header and both jambs at every opening. The approximate ma)amum gap at any opening between the window and the pressure treated wood buck was calculated to be + -1/8 ". The windows are fastened trough the buck and into the masonry via %" diameter tapcons. The average penetration of the screw into the masonry was calculated at 1 -5/8" by randomly removing at least 2 screws at ech opening and then replacing them with new screws once the measurement was determined., The window installation is in compliance with the NOA submitted as part of the permit documents. Should you have any questions or need any additional information please do not hesitate to contact me at vou"o vv_ nience.. Orestes Lopez - Recio Architect Reg. No. 0009350 5895 SW 32 Street, Miami, Florida 33155 (305) 360 -2836 Avami Buildi 10050 N22nd ) Tel: (305) INSPECTION'S BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: q Z 5 C iyEami Shores County. Folio/Pamel#: r� -- �Z•Ot p D I �i — O �✓) Is the Buildhag U14011capy DWgaftd: Yes OWNER: Name (Fee Simple w City: — ) .4 1 State: TenantIessee Name: -�- Email: _Lev.► CONTRACTOR: Company Name: Address: _ I R9.7 % City: _ M i rq WAVI ~State: Qualifier Name: State Cemification or Re istmtio G 10 n#:_ � I4 Contact Phonek 45 (?7A // ^l 7 Email DESIGNER: ArclutecdEngineer; Value of Work for this Permit: TjPe of Work UAddition Description of Work:i�P []Alteration Village [lami Shores, Florida 33139 Fax: (305) 756.9972 NUMBER: (305) 762.4949 N .P '8 " GV 1 2013 FBC 20 Permit No. t. _ - Master Permit No. 1 3 ROOFING M;9m+ Dade 4p: Flood Zone. Zip: Phone#: j1D2 0 Phone#:__3a5 970! (092 Certificate of Competency — #: Phone#: re/ Jmw Footage of Work: �Repair/Replace ODemolition 14S 1 GGewe,� Submittal Fee $ Permit Fee $ CCF $ CO /CC $ NSeanning Fee $ Radon Fee $ DBPR $ Bond $ $ Training/Education Fee $' Tt hnoiogy Fee $ Doable Fee $ Structural Re*w $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicably '` _ Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City —I--- State -- ZiP e 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. icwARM NG 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 c cement must be posted at the job site for the first inspection which occurs seven (7 days after the building permit is iss d. In t e absence of suc posted notice, the inspection will not be approved ar� a reinsp ti n fee will be charged. PMAWA / IMM AM VTCr or Ag ?T 11-i The foregoing instrument (,was acknowledged before me this, 41U) day of _, 20 ,_& by who�l ly known to me or who hasp As idea ification o did take an oath. NOTARY PUBLIC: n Sign: Print: My Commission Expires: APPROVED BY ply �N• n #EE 832060 Q The f�iregoing i t was ac wledged before me this'd day of 20 j y 6� wh rally kno to me or who has:produced as identificati an ho did take an oath. NOTARY PUBLIC: /1 Plans Examiner. Structural Review (Revised 30/2012)(Revised 07 /10/07)(RevisW 06/10009XROWsed 3115/09) Sign: Print: My C C6- ao 9, Zoning Clerk 1 .y Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR I ARCHITECT Permit N. S _ a 1 - ®FJ — i S1%--k Owners Name .(Fee Simpie Titie Holder): Owner's Address: �� `� 5 City: M ` .lob Address (Of where work is being done) , kc . City: Miami Shores State :_Florida Tip Code: Contracta°s Com; Address: City: �. Qualifier's Name: Pi _ �1���i�( 11;11•_ �,_,,7 _i_ - Architect/ Engineer of Record Name: Phone #: Address: City: State: Zi Code: Describe E I �., I hereby certify that the work has been abandoned and/or the contractor /architect Is unable or unwilling to complete the contract. I hold the B Ing lcial and the ul ni Sh- harmless for all legal inv e t� 7 1 Signature The foregoing Instru n/t was a medged before me the Zdday of .20 y Who is personally known to me or who has produced Notary �: Seal: as indentMcetion. The foreg c in ant was a6 this L day of i�C who is personallyF"� Notary Pules Seal: aged before me %Y has produced as inderi flc Minn. 0 Z�l t i, -. Miami Shores Village U M a —T aWII JUL 2 o 2007 Building Department BY.__ t-eoFI tMs� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 C Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING ;C Permit No. 7 15 14 PERMIT APPLICATIO "`' A � , *-ter Permit No. FBC 2004 - - Permit Type (circle): uilding Electrical Plumbing Mechanical Roofing Tiff s 0 riv v �o v,-K i "-j-s ,)4 M *M , (11, Owner's Name (Fee Simple Titleholder) (y'o iv d 1� ,.7 _ tA Fri } Phone # Owner's Address 9�i City � � �� I L- P" fvJ State r L Zip S3 2) iJ Tenant/Lessee Name. Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 15CALP 4t l p dP hone # / Contractor's Address City / " 1 r I-(\- Qualifier Name State If-S, Zip Phone # q State Certificate or Registration No. C ( I ! Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Wo - Phone # Square / Linear Footage Of Work: 7 Type of Work: ❑Addition ❑Alteration 1 Repair/Replace ❑ Demolition Describe Work: 'V \J s A �i n W � -4-- D 0 t) _ y2 q0 Submittal Fee $ Permit Fee $ 2— Notary - Notary $ Training/Education Fee $ © - Scanning $ A i Bond $ Structural Review. $ CCF $ d CO/CC Technology Fee $ st -y L Radon $ DPBR $ Zoning $ z d Code Enforcement $ Double Fee $ Total Fee Now Due $� See Reverse side –* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Stat� ' Zip A IV Application is hereby made to obtain a permit to do the work and insta ahons 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) d er the building permit is issued. I the absence of such posted notice, the 'on inspection will not be approved and a reinspec fee will charged. �� Signature '°- / �1% Signature�� Owner or Agent ' The foregoin instrument was ackno ledge before me this 0 day of , 20a,by It S who 4ersonally known to me or who has produced As identification and who did take an oath. Contractor The foregoing instrument was acknowledged before me this I Q by day who i 2 to me or who has produced NOTARY P BLIC• � P NOTARY PUBLTC�TATE AF RI O�DA CAM Sign: M sbel Va as Sign: DK70i -m rev Y 13, 2011 Print: Print: ru My Com fission Expires: � My Com issi APPLICATION APPROVED BY: (Revised 02/08/06) as identification and who did take an oath. ! Ala ej b tae A Expires: Plans Examiner Engineer Zoning L�L)N dows AUG 212007 K14c heN w 1T o S H4 Miami Shores Vill age APPROVED BY DATE ZONING DEPT BLDG DEPT .... ...... SUBJECT TO COMPLIAN WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS gym. C O ®(-o MAIN EN4rAQCe 7-- • Q d 2 o1 :k-) . . .... ...... ...... ... ...... liJ • • • •• • ••� • • • 0 • Q d 2 o1 :k-) W� rvdows Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 7 Permit No. ®� S� Opening Description of Window or nor or Mullion Product Acceptance Number Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impa yes / o ( +) PSF () PSF ( +) PSF () PSF W _ a J ® _ O 7 ihidow n-A-0wig SOX boo fee 0 0 91: see 0 boo be 0 • • ••• ••• • • • • • •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 07/25/2007 WED 13:16 FAX u MIAMID�ADE BUU ING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION \All ry do WS 2001/013 . �►u� 0 6 2-oo-7 BY: i/� - ----- - - - - -- NU MI -DADS COUNTY, FURMA METRO -DADE FLAGLER BUII.DINd 140 WEST FLAGLER STREET, SUITE 1663 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www udanidade sov/budldW=We Traco Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 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 AID (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 immm ediawly 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 2100 Aluminum Single Hung Window — NZ APPROVAL DOCuMENT: Drawing No. 04113 -0002, titled "Series 2100 Alum. Single Hung- Window Non - Impact Resistant ", sheets 1 through 4 of 4, dated 04/21/2004 with revision on 07/08/2005, prepared Frank L. Bennardo, P.E., Inc., Consulting Engineers, signed and sealed by Frank L. Bennardo, 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: None 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. TERNIINATION 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 Npiami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N 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 # 05- 0729.03 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. NOA No 07. 0521.06 Expiration Date: July 11, 2008 WAS i( c,� .Approval Date: June 2#,2007 07/25/2007 WED 13:16 FAX Traco Security Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 04- 113-0002, titled "Series 2100 Alum. Single Hung Window Non - Impact Resistant ", sheets 1 through 4 of 4, dated 04/21/2014 with revision 07/08/2005, prepared by Frank L. Bernardo, Inc. Consulting Engineers, signed and sealed by Frank L. Bennardo, P.E. B. TESTS L Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94. along with marked-up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. FET- 04002, dated 03 /1520 /04, signed and sealed by Daniel G. Farabaugh, P.E. "Submitted under NOA# 05-0729.03" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94 along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -1274, dated 09/27/95, signed and sealed by Yamil Gerardo Kun, P.E. "Submitted under NOA# 05-0729.03.1.7 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per MC. TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202 -94 along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Test Report No. 1TL -1305, dated 10/09/95, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 05- 0729.03" 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Test Report No )H'1'L-1616, dated 04102/97, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 05. 0729.03" D. Gaston, . ChK product Control DhMon NOA No 07 -0321.06 Ezphatlon Date: July 11, 2008 Approval Date: dune 28, M E -1 07/25/2007 WED 13:17 FAX X003/013 Traco Security windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . C. CALCULATIONS 1. Anchor Calculation, ASTM- E1300, and structural analysis, prepared by Frank L. Bennardo, P.E., INC. Consulting Engineers, dated July 06, 2005, signed and sealed by Frank L. Bennardo. "Submitted under NOA# 05:0729.03" D. QUALITY ASSURANCE 1. 1Vrami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated July 7, 2005, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest July 7, 2005, signed and sealed by Frank L. Bennardo, P.E. G. OTHER L None • dates D. Gaston, . cw, Product Control Division NOA No 074521.06 MThation Date: July 11, 2008 Approval Date: June 28, 2007 .E -2 109004 wto w w10M HIMMT gal • .J 19.125 26'09 Z&09 37.09 53.125 19.125 26.58 38.375 37.00 53.225 19.125 26M 50829 37.00 53.125 19.125 26.vo7 57.00 37.00 S3.12S 19.125 2540 63.00 37.09 5 125 19.1211 37.00 74 29 ROLL - FORMED ALUM GLAZING BEAD 3/4• MLN IUISS 61'TB (TYPICAL) WE ROLL -F 3118• AM OR ALUM GLAZING 3116' Tow a BFAO fiSPYVBAI� �3/4' M1N � ASS BITE BEDDING YPICAL) BEDOIN COMPOUND C'OMPDI (SCHNEE (SCHNB MOREHEAD MORONI SSW S55S) ' SERIES 2100 SINGLE -HUNG WINDOW (NON-IMPACT RESISTANT) DSB AIM 3 16" Ann 3116' TV= 1/Z° Iml 3116" Ann " Tem // ALUM GLAZING BEAD OUTBOARD LITES) 1/1W TAPCDNS 3/16' TAPCONS 3/16' TAPCDKS 3/16" TAPCONS 1/4- TAPCONS _ 1/4" TAPCONS 1/4" TAPCONS I/g" 098 ODW mtJpTH 1 55//�g' P I N eg Fos lNep Pas qeg Pos Neg Pas qeg 1 ArdlOra / Imnh 333 152.90 3 Andmr6 /Jamb emon 152.80 3 Ami+ms / 36mb 80.00 152.90 3 Andana /)amb /Jamb 3 Anchnra / 7arlrb 3 Andror6 /]amb 80.00 LS2JO 09.0o 80.09 200.Oo 80.00 208.00 D.L.O. (FDCOO) 3.33 L103S 80.00 130.35 80.00 110.35 80.00 110.35 SC27 80.00 164.27 80.00 164.27 3.33 79.04 5.06 `t 35.06 78.04 70.04 55.04 55.03 79.04 79.04 55.05 55.04' 79.04 79.4 WJa,,,b 117.69 80.00 117.65 80.00 117.66 r I �6• MAX TYP 69.05 05 81.94 09 BL 80.00 81.94 Anchors /Jamb 4 Arches / Iamb 4 And ms / Jamb 4 Anchors / Jamb / Jamb 3 At�ma /7srnb 3 Andmm / Jmab B A 058 ANN., 3.33 338.13 80.00 13813 80.09 • 138.!3 80.00 138.13 89.ri 09.09 154.21 21 25 3116•Tew, 3.33 99.68 60.00 99.66 80.00 99.68 80.09 89.68 11.70 8809 111.30 $ 3/te' ANH, OR LR• JNSUL 'x• p 333 71.AD 71.40 71.40 7LAO 71.40 71.40 71.40 79.71 79.71 78.71 79.76 a7-9.7170.71 4.45 24.44 I 4973 49.73 49.73 49. 49. 49.73 SS. 59.62 55.52 45.52 I AMmra /Jamb S Aadmrs / 7mM 5 Artdmm Jamb S AndwsI Jamb 4 Archm91 Jamb 5 Anchm / Jamb / Jamb B 11 o P,$ JAMB 3.33 L04.72 80.00 130.88 80.00 130.88 80.09 130.88 80.09 194.84 80.00 194.84 _5A 86.09 194.84 3.33 75.57 80.10 94.46 80.00 94.46 80.09 94.46 80.00 140 I 80.00 140.81 80.00 148.81 4.12 44.12 67.55 67.65 67.65 67.65 67.65 67.64 80.09 109.71 8040 100.71 80.00 100.71 9. 1.29 47.12 47.12 .12 7. 47.12 47.12 62.63 62.63 OL63 GL63 62.83 62.81 I And ma /Jamb 4 ArWmr4 Jamb S Andom / Jamb 5 ArcLmrs / lamb S Anchors/ Jamb 5 Andmrs I Jamb S Andwrs / 3w6 A D U AID 3.99 70740 80.00 138424 80.00 1L624 80.09 11624 80.00 173.04 80.00 173.00 8040 173.04 3.33 83.89 80.09 83.89 an an 83.88 74.38 83.88 80.00 124.09 80.09 124AS 80.00 124.09 9.18 59018 50. 60.09 60.09 60.09 60.09 6049 80.00 89A5 80.00 89.45 80.00 89.45 7.58 17.58 4185 41.85 41.85 41.89 41.85 41.8S 57.91 57.91 57.91 87.91 9607 57.91 Arches /lamb 6 Andmrs /Jamb a Archon / 2emb 6 Agcbm / 3amb S Arches / 7mnb 5 Ancrims I Jamb S Andm19 / Jwnb .I il-- ---..- CENTER ANCHOR (0 HEAD & SILL ANON ` 6• MAX 333 91.00 80.00 • 126.21 80.09 128.21 09.00 326.21 80.00 156.58 80.00 158.58 80.09 15646 ROLL -F 3118• AM OR ALUM GLAZING 3116' Tow a BFAO fiSPYVBAI� �3/4' M1N � ASS BITE BEDDING YPICAL) BEDOIN COMPOUND C'OMPDI (SCHNEE (SCHNB MOREHEAD MORONI SSW S55S) ' u / VOVYL BULB u8' ANN GLASS �9`JIIL AND // ALUM GLAZING BEAD OUTBOARD LITES) ALTERNATIVE PVC 114• CONTOUJO 15 • BEAD 2 GLAZING OPTIONS METAL SPACER 1 3'.1' -0• VERTSECTIONS (SCHNEEO 4M MOR3f9♦fAD 6555) .99 an 112.99 8040 t 12.99 ONLY ON WINDOWS 461116- TYP 26.1/2' WIDE D.L.O.(VBNT) 93 8040 09.93 80.00 0.93 MAX. 501/4' 49 5449 5449 54.64 0.85 y 0910171 90 6 Andws l iamb 6 Anch6ro / Jamb .41 80.09 159 .41 1 80.00 143.09 1 TYPICAL ELEVATION .09 80.80 ULCO 60.09 LL540 1/1' ° V- O'PRODUCrRSN0VBD EXTERIOR EM 40 80.80 82.40 73.60 82.40 1 gda�Oe Flow OD 50.09 50.00 09.14 $0.14 ft .O By GENERAL NOTES: Cc" 1) THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 (HIGH VELOCITY HURRICANE ZONE) AND HVHZ TEST PROTOCOL TAS 202. 2) NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN 115ED IN THE DESIGN OP THIS SYSTEM. WIND LOAD IHJRATION FACTOR Cd=1.6 HAS BEEN I6'EO FOR WOOD ANCHOR DESIGN. 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE OETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS W ACCORDANCE WITH THE GOVERIIBNG CODL 4) MULTIPLE WINDOW UNITS MUST BE INSTALLED USING MIAMI -MADE COUNTY BCCO- APPROVED STRUCTURAL MULLIONS (e.g. NOA *01- 1218.01 OR #01.1218.02). 5) THE WINDOW SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIAC SITE. FOR SIT@ CONDITIONS DIFFEREUr FROM THE CONDITIONS oFTALLED HOIQN, A u ISNGINEER OR REGISTERED ARCHITECT 8YBf11CI Y SHALL PREPARE SITE SPKIFIC DOCUMENT5 TaDR uSE IN CONJUNCTION wrnN THIS TO -RMIT HOLDER SUPERIMPOSED VERIFY THE . ADEQUACY OF THE EXISTING STR=URE 7) ALL WINDOWS SMALL BE PROTECTED WITH MIAMI °DADR COLWN APPROVED IMPACT RESISTANT SHUTTERS FOR ALL INSTALLATIONS. 8) ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED IN Rbh11s cbw d- ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE. r� >s � p oo� oo yy n i� O film m r- 04- 113 -0002 ill LIST SM-76 6083 -18 •, oa 6063 T6 (51) FOR SPACING ITEM NO. I PART NUMBER QUANTITY DESCRTPTTON 6063 -T6 TIFTON 6063 -TS TIF= . 1 SINGLE GLAZED SECTION 1 050- 00-367 1 HEAP •8XPSMS� _ .. AME48URY 6 ° 1'4• HOAR. SECT. 31t OR 2x WOOD BUCK 2 050.00 -375 ZAMAK MARBOLLOINTL� - a.• �•• 'i: ^;•:. a:w 3 050 -W366 2 IAMB :" w080R8 �: s: WOOD BUCKS, NOT BY THAW. ' 4 051- 00-164 1 VENTTOP PVC ALT9AJiM_ TO VINYL BULB MUST SUSTAIN LOADS IMPOSED 9 050 -00492 1 VENT BOTTOM BY GLAZING SYSTEM AND O• A 1/4• MAX SHAM TRANSFm THEM TO THE 6 050. 00.160 2 VENTSIVE T BUILDING STA{iCTUAE. 7 090 -00-f 14 1 MBERNG RAIL 8 • 13 TYPICAL ANCHORS: 9 012 -oa6M AS READ. FRAME ASSEMBLY SCREW 1 3/16 OR 1/4' TAPCONS W/ 3/16' HEAD (BY 10 012 -02 -839 AS RFQD. • VENT ASSOMY SCREW ECO OR UM OR EQUIV COW ANCHOR HOLDING CURRENT NOTICE OF ACCEPFARCL II 047 -40-012 4 WODLPBE VENT SIDE • INTO 2x WOOD BUCKS OR WOOD STRUCTURE 12 (1 -1/2' MIN LM3N67RAT10N INTO WOOD) 13 • THRU 19 WOOD BUCKS INTO MASONRY OR 024 - 00.018 AS AM ACRYLIC BASED GLAZING COMPOUND DIRECTLY INTO MASONRY (1.1/4' MIN BMW INTO CONCRETE OR MASONRY) 14 007- 10.016 � 2 SNISEP LOCK tat T FROM ENDS 35 008- DO-004 AS REQD. ROLL FORM SCREEN FRAME 14 SEALANT 16 048. 00.002 AS RIM- FIBERGLASS SCREEN MM 9 17 046.16-005 AS RBQM SCREEN MBSH ROLL VINYL T t 0 ALL FRAME AND VENT CORNERS. AND HEADS OF XNSTALIATWX 18 {qN -6502 As RFQp. BULB WRATH NG ®, t� ` SCREWS AT SILL TO BE SEALED 19 - - SEALANT, FDMD MEETING RAIL AT 20 046-1 &018 1 FLAP SILL t t8 ENDS SEALED WITH GE SU3.cwm 046 -16-M 1/ JAMB BLOCK AND TAME BAUNW I CUED CELL FOAM PAD t3 AS READ• ROLL FORMED GLAZING b23 046 - 16.009 2 VINYLBULB 048.00 -300 2 (ALT) PVC GLAZING BEAD 050.300 2 ALUM GAZING BEAD TYPICAL ANCHORS, 1/4• MAID SHDI _ 6 ANCHOR Naas: ( RFO 5P D.lffO. VET) IM DRAIN NOTCH AT EACH 1) ANCHORS SMALL BE 1N57'ALL® • ':h •: •• INTERIOR END OF SCREEN ACCORDANCE WITH MANUFACTURERS' 2 1 t B RETAINING LEG 0 RECOMMENDATIONS. .. t 13 2 OD a) WO BUCKS (NOT By THIS C O MAPR/FAl TUBER) SHALL 8E ANCHORED — PROPEtLY TO TRANSFER LOADS TO THE f° AT /8 SFBM EXISTING STRUCTURE• 1/A` MAX SHIM 3) WOOD BUCIM AND/OR HOST • • " *a t t SC14 .^ •.. STRUCTURE SHALL BE °SOUTHERN PINE" 70FF _:,, r_s,•,.. :'" G=D.55 OR GREATER DENSITY. -.•'r: •• r•;•:. 4) ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN HEREIN. MINIMUM • Y r 3/8• MIN . a EDGE DISTANCE AND P•MBEDMEYI'TO BASE 644SS BIIF EXTERIOR SM-76 6083 -18 ALUMAX TIFTON 6063 T6 ALUMAX 6063 -TB TIFTON 6063-TG ALUMAX 6063 -T6 TIFTON 6063 -TS TIF= . 1 SINGLE GLAZED SECTION VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOW FRAHMM MMM �1 LS X 3/4.9+6 2 B• = 1�0' VERT•. SBCT. •8XPSMS� AME48URY 6 ° 1'4• HOAR. SECT. • SOINEE M )RBHEAD 5595 ZAMAK MARBOLLOINTL� - OPTIONAL VINYL WIEDRG VINYL w080R8 • WINDOW WMPONEM ' f "X2'X3/4•ATEACH WOOER _ ALUMINUM VINYL PVC ALT9AJiM_ TO VINYL BULB 6063-73 MAX SHIM ' B Py :•A .a • C tl } r U d. O $2 s 9 . mi too Eli El n l N N RETYPICAtF ANCHORS, +• .:, • ELLWATIO S +. 1x ORItt ,•w - . n . (SO FOR SPACING STRULTIJ EXCWOES STUCCO, FOAM, BRR70, AND OTHER WALL FINISHES. 5) WHERE EXISTING STRUCTURE IS WOOD ..,.-," .',`: n „•:; . (TYPICAL) O • FRAMING, E70STING CONDITIONS MAY 1 SINGLE GLAZED SECTION VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOW FRAHMM MMM �1 FRAM@ W WTH "— HORIZONTAL SECTION DETAIL 2 B• = 1�0' VERT•. SBCT. z 6 ° 1'4• HOAR. SECT. MAX SHIM ' B Py :•A .a • C tl } r U d. O $2 s 9 . mi too Eli El n l N N M IIIIIIIIIII V.— DOUBLE GLAZED SECTION 1 (INSULATED GLAZING 3 V -1'-D' veRr, secT. 0 • N 3 \ • � N ' O J • MAKKL 8&WtARM V E sae d `r . w r 0o •nPIGtLAHCHDRS, 1/41 MAX SW VENT WMTH (SL) FOR $PPACING D. 1/4' (VEM)� 1/4' MA%SHIM Z O j,'•'+. DYTENgt 9 s TTPICAL ANCHORS, m J 3 E1.EYATION3 -+ � (S3) FOR SPACING Hill nt B EXTERIOR MM «r; . cnPlcAL) y O 12�g� a . DOUBLE GLAZED SECTION 2' INSULATED GLAZING) 3 r 1.-0. VIEW �d d F+ (MI•� 04 -113 -0002 ar a+,mplpinS at9a4p Famid� iAl�iW11e ' raoo moo 9 DYvtriOo �i • o 0 ai C2 w' CPIGKD 1 WMJll ANCHORS, REf Ei6VAT1ON9 (SS) Pmt SPACING .o- .. 1K DR Zt WOOD BDOC Ou ^� MA% smm V.— DOUBLE GLAZED SECTION 1 (INSULATED GLAZING 3 V -1'-D' veRr, secT. 0 • N 3 \ • � N ' O J • MAKKL 8&WtARM V E sae d `r . w r 0o •nPIGtLAHCHDRS, 1/41 MAX SW VENT WMTH (SL) FOR $PPACING D. 1/4' (VEM)� 1/4' MA%SHIM Z O j,'•'+. DYTENgt 9 s TTPICAL ANCHORS, m J 3 E1.EYATION3 -+ � (S3) FOR SPACING Hill nt B EXTERIOR MM «r; . cnPlcAL) y O 12�g� a . DOUBLE GLAZED SECTION 2' INSULATED GLAZING) 3 r 1.-0. VIEW �d d F+ (MI•� 04 -113 -0002 ar a+,mplpinS at9a4p Famid� iAl�iW11e ' raoo moo 9 DYvtriOo �i • o 0 ai C2 w' $ 0.06Y b 4912' 0.082• R 0 bar �Y.375• -} 4 F� RAME JAN�B I �T os39e•• � o.oe2• �, 1.-- -1 VENT TOP RAIL o BVOE OM RAIL 2.R7• � x1.078' -� 1 0.062• .: R `n SASH SIDE RAIL 0 i FRAME •• CORNER \ l� FRAME BOTTOM CORNER p 0 VENT TOP CORNER VENT BOTTOM CORNER •r.7Rjar °, P2. �_ a � : Z o0 a Z Jz 2 y Ali! SIR s 4 :o • N 471 N . O •o r W p.. �+1 R o. ,o i J 1 O; �i AUG 0 9--2007 MIAMI. D M B Y: - ------------------ MIAMI -DARE COUNTY, FLORIDA _ WJ g7_ 115K METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DMSION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 31725 Highway 97 North. 1 icable rules and regulations governing the use of construction materials. - viewed by Miami -Dade County Product Control Division and accepted :A) to be used in Miami Dade County and other areas where allowed by This N b alid Or the expiration date stated below. The Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone. of the Florida Building Code. • • • �; DEBCR'Iit"I'ION; Setto Jeld -Wen® Steel W/E Outswing Opaque Insulated Steel Doors • • • APP1O�J'AL DQCUM'JENT: Drawing No. DC9921, titled "Outswing Opaque Insulated Steel Double Door in • • Wood Frame ", sh44d44)rough 6 of 6, prepared by R.W. Consulting, Inc., dated 9/25/00 with revision No: 1 dated .;.... 10/14/X2, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number ..... and expiration date4)3;the Miami -Dade County Product Control Division. N113 1L2 JMPA eTOR ATING: Large and Small Missile Impact • • • • ; LABEJ*..ING: Eagh yIIitshall bear a permanent label with the manufacturer's name or logo, city, state and • .... following ctatemem' *Uiemi -Dade County Product Control Approved ", unless otherwise noted herein. • REAW* AL of tlAs NOA shall be considered after a renewal application has been filed and there has been no changd fn' 4he applicable ruilding code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 00- 1003.04 and consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 1022.14 ° Expiration Date: December 02, 2007 Approval Date: December 19, 2002 Page 1 Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. DC9921, titled " Outswing Opaque Insulated Steel Double Door in Wood Frame ", sheets 1 through 6 of 6, dated 9/25/00 with revision No. 1 dated 10/14/02, prepared by R.W. Consulting, Inc. B. TESTS Submitted under NOA No. 99- 0624.05 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, per TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with manufacturer's parts and section drawings marked up by Certified Testing Laboratories Inc., Test Report No. CTLA- 395W -1 dated 05- 07 -98, signed and sealed by Ramesh Patel, P.E. • �. • ... CAL.CIMATIONS 0000.. • . " •' . Subnthred 'under NOA No. 99- 0624.05 0000.. 0000 . . . • 1. (for Calculations dated 03- 29 -99, prepared, signed and sealed by mark • Fetherman, P.E. 0000.. 0000 . 0000. .. . 000000 • • • • I�r • • • .MAT.EMAL CERTIFICATIONS "" 1. Tensile Test report No. CTL99007 dated April. 06, 1999, issued by Certified •Goo * • • ;: j jj Ong Laboratories Inc., for steel samples tested per ASTM E8 -96, signed and • • •. • 00 • . sealed by Ramesh Patel, P.E. • 0 0 0 0 2. ' •festoreports No. J9906660 -001 for "Surface burning characteristics" per ASTM • • • • E -84 and "Self ignition test" per ASTM 1929 D, for polystyrene core dated April 8, 1999, issued by Intertek Testing Services. E. STATEMENTS None F. OTHER 1. Notice of Acceptance No. 00- 1003.04, issued to Jeld -Wen, Inc. for their Series "DoorCraft® Steel" Outswing Opaque W/E Residential Insulated Steel Double Doors, approved on 01/11/01 and expiring on 12/02/02. Manuel P Product Control er NOA No 02- 1022.14 Expiration Date: December 02, 2007 Approval Date: December 19, 2002 E -1 • • • • • • • • • • • • • JELD -WEN® STEEL OUTSWING OPAQUE DOUBLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES J GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AS SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: — FOR 6'8" WOOD FRAMES; SEE TABLE THIS SHEET — FOR 8'0" WOOD FRAMES: SEE TABLE THIS SHEET 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. OUSWING INSULATED STEEL DOOR •' (Common to all frame conditions) Door 62of-Qanstruction: •; Foce'cti&i; 24 ga. (0.020 ") minimum thickness, • GolvoWmW steel A -525 commercial quality — AKDQ • per ZW 1520 with yield strength Fy(min.) =24,600 psi. .••9•• Core dss . Expanded polystyrene with 1.0 to 1.25 • lbs. density. Con;QAtioN9 steel face sheets glued to expanded • polystyrene (EPS), with wood rails and Laminated Veneered Lumber stiles and a wood lock block reinforcement. O.A. MAX. FRAME WIDTH 74 -1 6' -8" HEIGHT 8' -0" HEIGHT COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) DESIGN PRESSURE RATING TABLE OF CONTENTS SHEET # POSITIVE DESCRIPTION 1 COMMON GENERAL NOTES TYPICAL ELEVATION 2 DOUBLE 6'8" WOOD FRAME ANCHORS ELEVATION 3 DOUBLE 8'0" WOOD FRAME ANCHORS ELEVATION 4 DOUBLE DOOR HORIZONTAL CROSS SECTIONS 5 POUBLE DOOR VERT. CROSS SECTIONS BILL OF MATERIALS 6 COMMON DOOR MODELS, LOCK DETAILS 6' -8" HEIGHT 8' -0" HEIGHT COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED POSITIVE + 48.0 psf + 48.0 psf NEGATIVE — 51.0 psf — 51.0 psf 00 M I r o> F- 0 W w M ig LL_ Q 0 as complying with the _ O Z N Lo Lo Z N 2 ro co Z O Z w 2 5 LO Li LO C'4 � =s r7 v >z w J wm �O CYO aW Ow C3 � Z_ � 0 F Cn FLi - p OO aZ 0 In a0 J (n Z Z 2 OQ V) Q� Q z 0 w0 UA O o:l a JLW CONSULTING (813) 684 -3831 DATE: 9/25/00 SCALE: N.T.S. DWG. By= TJH CHK. BY: RW DRAWING NO.: DC9921 SHEET 1 OF 6 •.•. 0 . • •••. k • •.• • ••• • .... 0 . .... . 0:: OL • 2 _ O xM Q 12" 12„ MAX. MAX. 6,• �6• 6" w e a 14' TYP. 14' TYP. 14' TYP. '..� :14' TYP. 4' TYP. 12 "- Anchors Typical Opposite Jamb MAX. 6" »A" -12" MAX. 6" L 12" 12„ 6„ MAX. MAX. 6„ 12'= MAX. ANCHOR LOCATIONS 12" MAX. 6" "B" e5' 6'8" 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) 0 4 2 20 12 O Z N O) r- I` LO Z 0 N _ CO w z Z Zr C I W) O �n Cq 0 w = _ 00- w to z 0 MM w Z) g 00 or 0 u- CO tCw Ow0 ca�3 � J °z zV z N mQ 3'. 0 0 U D�0 0 0 000 ~ U O a z z Q n IIM Z >- Y z O c t z = u t U.1 Q 0 RCW CONSULTING (813) 684 -3831 DATE: 9 /25/00 SCALE: N.T.S. DwG. er: TJH CHK. w. RW DRAWING NO.: DC9921 SHEET 2 OF 6 .0009. 0000.. 0000.. 0000. 0000. .0000. 0000.. 0000.. 12" 12'• �6. MAX. MAX. 6" 6" 17.25' TYP + I 17' TYP. 17' TYP. • ••• 0 17' TYP. 0000 0000 0000 •••• 17' TYP, 0000 0000 • r12- Anchors Typical Opposite Jamb MAX 6" "A" f 12" _ MAX. 6" ANCHOR LOCATIONS MAX. 6" 12" MAX. 6" „B„ (-5' 8'0" 0 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) Approved as m 4 FA 20 12 Z N to rn rn n Z Of N O 2 M z z r- w = 5 1 o 0 ^ J_ W = _ M U d m N Z m O Do QOL >a a0 J 0 CO J c�LLJ zV) m w °z 0°a U DF op ow O O� d F- _ U) a z Z JLW CONSULTING (813) 684 -3831 OAm. 9/25/00 the SCALE: N.T.S. 7 DWG. Sir: TJH CHK. 8Y: RW DRAWING NO.: OC9921 SHEET 3 OF 6 A p. d' 1.15" MIN. EMB. A A.d .0 7 r33 -ZX' a A u A i� � i 0. A. MAX. FRAME WIDTH 74.5" INTERIOR 27 C14 D13 1 -3/4" C Ir- EXTERIOR 36.0" MAX. WIDTH - ACTIVE PANEL D 20 32 16 20v 32 15 36.75" MAX. WIDTH W /ASTRAGAL 15 2� 4 C ACTIVE PANEL W/ ASTRAGAL 1 HORIZONTAL CROSS SECTI NOTE: 15 4 1. 6'8 AND 8'0 ASTRAGAL #9 X 1$$ PFH WS MAX. 13" ON CENTER 31 e, A A d a. 0 P p p P e 9 d: p P' :P p, 8 Pa .D / 6 MIN. TYP. INSTALLATION • A 6 20 .... •..• .. .. 2 4 • • 31 ... . .• . ...... . . .... .... �••• INSTALLATION IN 'O •• pe ••.• •••••• ••:..4TYP. 2X WOOD BUCK) .• •••• • •••• • • 0. A. MAX. FRAME WIDTH 74.5" INTERIOR 27 C14 D13 1 -3/4" C Ir- EXTERIOR 36.0" MAX. WIDTH - ACTIVE PANEL D 20 32 16 20v 32 15 36.75" MAX. WIDTH W /ASTRAGAL 15 2� 4 C ACTIVE PANEL W/ ASTRAGAL 1 HORIZONTAL CROSS SECTI NOTE: 15 4 1. 6'8 AND 8'0 ASTRAGAL #9 X 1$$ PFH WS MAX. 13" ON CENTER 31 0 P p p P e 9 ' G P P . p P' :P p, 8 Pa .D / 6 MIN. TYP. INSTALLATION HRU 2X WOO BUCK INTO MASONRY 0 N Z to t` 0) I\ to Z 0 N 2 M Z Z F, I C3 n OJ o8- z �w 0 m w¢ w Dom Q am u- ir (n p w o O 0 wo O 01-3: m w Of _Z m _1 U � p Z LLJ m J Q N w 000 0 o 0 Zp Q = a a Rw CONSULTING (813) 684 -3831 \TE: 9/25/00 :uE: N.T.S. NO. sY: TJ H aK. er: RW WMNG NO.: DC9921 im 4 of 6 0000. 0000. • 0000. 0000 9999 0000• 0000. • • • 9999• 0090 0000 0090 9999 9000 9999 0900 J w A 0 0 a) e .o m F- 0 . 9 . •9 w .r 9.00.• _j •. •• Z 0090.. 9.99 •.••.0 Q 00.000 • .00. ¢ • •Q I—* 4 -9/16" +►� SUtlb I HAI t / (TYPICAL) —� OR n, emlo, w A 0 OD :o v M I- LD w w Q o! w X �w ITEM DESCRIPTION 1 N/A 2 Hinge jamb (1 -1/4" x 4 -1/2" Wood Jamb) — PINE 3 Head jamb 1-1/4" x 4-1/2" Wood Jamb — PINE 4 4 x 4 butt hinges 12 a..097 C.R. STEEL 5 N/A 6 9 X 1 " PFH wood screw (hinge to frame 7 8 x 3 PFH wood screw 110 8 x 2 PFH wood screw 9 1/4" to con 1 -1 4 into masonry O J ITW BUILDEX TAPCON NOA 96- 1226.03 or �Iwc� ELCO TAPCON (NOA # 97- 0731.15 10 N A 11 N/A 12 Bumper threshold (1-1/4"x 4 5/8 x 5/8" extruded alum. 13 Compression weatherstrip Schlegel Q —Lon QDS 650 14 lExtruded Aluminum Astragal (Imperial # ANH 15 #0 x 1 PFH wood screw 16 Face sheet 24 a..020 thk.min alv.steel A -525 F = 24,600 psi. 17 N/A 18 Top Rail wood 1.67" x 1.042" 19 Bottom Rail wood 1.067" x 1.065" 20 ISide Stile wood 1.067" x 1.042" laminated veneer lumber 21 Wood lock reinforcement 1.67" x 2.75" x 4.75" 22 Astragal Throw Bolt Steel .31" diameter 19.25" long) 23 N/A 24 N/A 25 N/A 26 Astra al Reinforcement Plate — located toR and bottom of Astragal 1.125 wide x 18.0 Ion X .060 thick steel Attached with 8— #6 x 1 PFH Wood Screw 27 Kwikset titan series lock # 200 8 Kwikset tita series dad o 29 #8 X 1-1Z2 , PFH WS 30 Masonry wall 31 2x wood buck 32 Expanded Polystyrene tl.O to 1.25 lb. Density) DYLITE MFG. BY JELD —WEN 33 1 1/4" max. shims ace 34 Wood lock reinforcement 1.67" x 2.75" x 11.875" #8 PFH WS IN WOOD SUBSTRATE (MIN. 1.15" EMB.) TAPCON TYPE ANCHOR FOR MASONRY SUBSTRATE (MIN. 1.25" EMB.) Approved ae Florida Bald with the W o 1'r Z w rn L0 z 0 0 M:'") 00 z 2 z r w z 5 C)�o Ld mM V) oQ F= m 0o� ¢ wW ¢ OWO >- U) zV � LLJ Io �OZ w O J �Iwc� am o0�oo o v)o �z w¢ a Z a > NU( CONSULTING (813) 684 -3831 DATE: 9/25/00 SME: N.T.S. DWG. By. TJH CHK. BY: RW DRAWING NO.: DC9921 SHEET 5 of 6 nrAnnnl r D • 7 .... . 9 • o •••• •••• LATCH • . • .,. NOTE: 1. 6'8 DOOR LATCH LOCATED AT 36.0" FROM BOTTOM OF PANEL. 2. 6'8 DOOR DEADBOLT LOCATED AT 41.5" FROM BOTTOM OF PANEL. 3. 8'0 DOOR LATCH LOCATED AT 36.0" FROM BOTTOM OF PANEL. 4. 8'0 DOOR DEADBOLT LOCATED AT 48.0" FROM BOTTOM OF PANEL. MAX. PANEL WIDTH 36.0' 6 %6 0� l7 2 J Z Q X Q E Tr—m-1 (—wl li--ii a� I� LII AIM-1 Tlill-il 00 u� I•I I•�, I•! I•I lil II FRI lil I�( 61 El E0 12 El no an mom 19010 co mom Ing E3 a m 0 Ld no go Eg El LJ z 13 mom 19 91 DOOR MODELS (FLUSH and EMBOSSED) as n- 0 z 't N O) 0) Ln Ln Z 3: O 0 ON m M Z 2 Z_ r- -S E5 co Lp p LO N � 2 2 a M U a- W m:2 DOW In cyb Ja OWO o0 w0 0 m �Y z0 Z �0Z W U N Qg ~0 m 00 r 000 O Z a o V) 0 z a Q. Rw CONSULTING (813) 684 -3831 DATE: 9/25/00 scALF N.T.S. Wkb am DwG. Br: TJH cwc. Br: RW DRAWING No.: DC9921 SHEET 6 of 6