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WS-14-181Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-227595 Scheduled Inspection Date: February 24, 2015 Inspector: Rodriguez, Jorge Owner: HYDEN, EDWARD Job Address: 150 NW 100 Terrace Miami Shores, FL 33138 - Project: <NONE> Permit Number: WS -1-14-181 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1131010230290 Contractor: AMERICAN STORM PROTECTION Phone: (305)2640446 comments REPLACING 2 IMPACT DOORS INSPECTOR COMMENTS False Passed Inspector Comments CREATED AS REINSPECTION FOR INSP-208079. CREATED AS REINSPECTION FOR INSP-208012. CREATED AS REINSPECTION FOR INSP-206939. CREATED AS REINSPECTION FOR INSP-206446. Front door tap cons not per NOA. Rear and front doors need Eng. letter for Failed ❑ structural installation with 2 x 4 Missing letter and photos Open sides of front door Need printed photos of buck attachment Correction Needed ❑ �r�>r� 0��'P Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. February 23, 2016 For Inspections please call: (305)762-4949 Page 20 of 61 Charles C. Mitchell, P.E. 924 N. Federal Hwy. Hollywood, Fla. 33023 Civil/Structural #11127 305-336-5069 "As -Built Certificate" Feb. 17, 2015 Building Official Building & Zoning Dept. City of Miami Shores Miami Shores, Fla. Re: 150 NW 1009, Ter Miami Shores, Fla. Dear Building Official, Front Entrance Door: The exterior door frame was visually observed to be installed using 2"x4" p.t. wd bucks attached to the concrete opening with 1/4" tapcon screws with min. 2'/z" embedment & spaced at 6" from corners and max. 12" o.c elsewhere. The methodology used was to visually observed the tapcon screws as specified above. In conclusion, the door installation was done to FBC 2010 and as per the approved N.O.A. specifications. Sincerely, Charles C. Mitchell, P.E. Cod (jbo �31H NG PERMIT APPLICATION Miami Shores Village 'Building Department OCT 02 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 j Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 Master Permit No. A i I Sub Permit No. REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 6 )I'D 1`,,ti-C/A City Miami Shores County Miami Dade Zia: Folio/Parcel#: ii ) l 0 1 C_) 2- 3 C-) (i ? Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): u� li'=b �" a'-` r'�, Phone#: 3')' ` --6 Address: nl �(:> 6'� �^ > c' r> f t� G -e, City: H I WA- 11 C'y-c,,s State: �. ( Zip: 93, S 1-1 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:AMEPC;r-22 e'. i"_'a?1%,iyvT� Phone#: Address: 10 R 0 a yJ 1 � � � <� � �� 1 32" City: h I(" 1 State: r-; f � Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR E"ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Wioe to Applicant: Asa 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 cmyromanent 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 con nenc ement must be posted at the job site for the first inspection which occurs saien (7) days after the building pernit is issued. In the alseroe of such posted notice, the inspection wi I I not be approved and a reinspection fee wi I I be charged. Signature a"&VI Q or ent 'r 1A The foregoing instrumen acknowledged before me this I L day of , 20 %'4, by c_'d w o P -c -� . t/cOC k who is personally known to me or who has produced ' As identification and who did take an oath. NOTARY PUBLIC: Sign: I Print: h My Commission Expires: APPROVED BY *-'My COMMISSION # EE 051340 EXPIRES: April 27, 2015 Bonded Thru Budget Notary Services Signature Contractor The foregoing instrument was acknowledged before me this day of , 2011 LJ , by 77 , J L VIV12— whois personally known to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review (Revised 3/12/2012)(RevisW 07/10/W)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: t 1 y Print (()bF_ r -,9 os" . •. e�% RIGOBERTO JESUS CUESTA_ My Commission: * MY COMMISSION # EE 051340 EXPIRES: April 27, 2015 FO. F` .... �e Bonded Thru Budget Notary Services zoning Clerk Iki...- -4 AL-FAROOQ CORPORATION UNCONSULTING ENGINEERS & PRODUCT DEVELOPMENT October 31, 2014 Ismail Naranjo Building Official 10050 NE 2 Avenue Miami Shores, FL 33138 Ref: Permit: WS -1-14-181 150 NW 100 Terrace Miami Shores, FL 33150 Sub: NOA # 12-0308.35 Series "230" Outswing Aluminum Door w/wo Sidelites 1) "Rough Opening Dimensions, Supporting Framework" 2) "Method of Attachment" 3) "Waterproofing Procedures" Dear Ismail Naranjo, In reference to the above mentioned project, comment (1) which requests details on the rough opening dimensions and supporting framework, has been addressed in the attached elevation drawing. Please see the attached sheets (SDI) for requested details. In reference to comment (2), the method of attachment for the above referenced door is marked in NOA #12-0308.35, Sheets 1, 3, and 4 of 7. Please refer to the attached NOA for confirmation of these details. In reference to comment (3), the waterproofing procedures for the above referenced door is highlighted in NOA #12-0308.35, Sheets 1, 3, and 4 of 7. Please refer to attached NOA for confirmation of these details. If you have any questions, please feel free to contact our office. 2014 .E. Chief _ y r!L_-'f n-n,prts-l:J =1 1 1. JC 1235 SW 87th Avenue I Miami, FL 33174 T: 305.264.8100 F: 305.262.6978 www.afceng.com I alfaroogOafcens.com I Level 100 1/4° = 1'-0"; i _ • • • ; ASP WINDOWS; 13009 108M KW.14 Street #103 Miami, Fl. 33172 Offlw.305d70-930-W:eng�ng{ dpws.cgm www.9ftwlnd m • • • E©HYGEN 150 NW 100 terrace. Miami Shores, FL 33150 • ••• • •• • • • • • • •• Fil SHUTTER TAG # 1 WINDOW TAG # Q� DOOR TAG # WALLS E EXISTING 'ate FLOOR PLAN - LEVEL1 Proled number Dat100 Date 01 narmla Drawn by ASP Pemdt Dept Chocked by Javan Rodriguez I Scale 1w =1--w AL->'FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT x=. 1236 S.W. 87 AVE TEL. (306) 264-8100 MIAMI, FLORIDA 33174 FAX. (306) 262-6978 10-31-14 BY: -M. T. AFC SD1 1 BY WOOD BUCK EXISTING —� CONCRETE \� .Nw C9 = n W DIM '00 Er O CLIENT: PROJECT: ASP ED HYGEN WINDOWS & DOORS 150 NW 100 TERR. 10801 NW 14 ST #103 MIAMI SHORES, FL 33150 MIAMI, FL 33172 36 _1/2� OPNG. WIDTH 36" __-__-_D00R _WIDTH EXISTING CONCRETE EXISTING WOOD STRUCTURE glm 5" MAX. EXISTING CONCRETE 10 OUTSWING ALUM DOOR 1 UNIT — FRONT DOOR T.M. WINDOWS, L.L.C. (SERIES 230) NOA #12-0308.35 Pd (ZONE 5) = +40.1 PSF —53.7 PSF Engr: JAVAD AHMAD CIVIL !A. PE # 70592 AC.A.N. 3538 V 14 WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: American Storm Protection ADDRESS- 150 NW 100 Terrace PROJECT: Ed HYgen Miami Shores, FL 33150 City State ZIP EXPOSURE " C " WIND VELOCITY = 175 MPH [ROOF SLOPE > 10' Roof Elev. Tributary Area (Sq. Ft) (ftl Roof Elev. Tributary Area (So. Ft) 39.9 439.6 10 15 15 - 53. 37.4 37.0 + 40.1 39 ..:_ . 37.7 37.; 43.5 42.4 r3g. 41.1 40.1 - 55.1 17 41.0 40.0 42.! 38.6 38.: 56.5 - 44.5 43.4 42.7 411 4Lf - 5$, 40.8 40.4 40.1 -4Z. 20 + 42.5 413 40.6 39.9 39.1 - 46.1 44.9 44.2 43.5 43.( A 61.3 1 22 + 43.4 42.3 41.5 40.8 0.;C 10 of 35 - 47.1 45.9 45.1 44.5 -40.%-- 44.( 25 + 44.8 43.6 42.8 42.2 41. E - 48.6 47.4 46.6 46.0 45.4 O 67.6 46.8 46.4 46.0 50 + 45.8 44.6 43.7 43.0 42.5 - 49.6 48.4 47.6 46.9 46.4 WH28 CL 70.8 vt 30 + 46.2 45.0 44.2 43.5 42.9 - 50.2 48.9 48.1 47.4 46.9 i A35 + 47.7 46.4 45.5 44.8 44.3 - 51.7 50.4 49.5 48.4 48.3 4 40 + 49.1 47.8 46.9 46.1 45.6 qr - 53.2 51.9 51.0 50.3 49.7 C 45 + 50.5 49.2 48.2 47.5 46.9 !V - 54.8 53.4 52.5 5L8 5L2 50 + 51.4 50.1 49.1 48.4 47.8 - 55.8 54.4 53.5 52.7 52.1 55 + 52.8 51.5 50.5 49.7 49.1 - 57.3 55.9 54.9 54.2 53.6 60 +153.8152 .4 51.4 SM6 49.9 56 9 55.9 55.1 54.5 GENERAL NOTES 39.9 439.6 39.3 157.7 15 - 53. 37.4 37.0 36.8 46.4 ..:_ . 45.2 40.8 40.5 40.2 0 A S. C vim- V) H+ H f! CL+ N45 17 - 55.1 38.6 38 3 38.0 20 + 42.! 42.2 4L9 41.6 - 56.5 39.5 39.2 38.9 22 + 43.E 43.2 428 42.5 - 5$, 40.8 40.4 40.1 -4Z. Z5 + 44.E 44.6 2 43.9 - 60,( 41.6 4L3 41.0.. 645, t 45.E 45.5 45.2 44.9 - 61.3 42.1 4L7 41.4 50.6 149.9 1416.4' 46.2 46 0 45.6 45.3 - 61.9 43.4 43.0 42.7 35 + 47.7 47.4 47.0 46.7 - 1 63.8 44.7 44.3 43.9 49.1 48.8 48.4 48.1 -165.7 45.9 45.5 45.2 + 50.5 50.2 49.8 49.5 - 67.6 46.8 46.4 46.0 50 + 51.4 51.2 50.8 50.4 - 68.9 48.1 47.7 47.3 55 t 52.8 52.6 S22 51.8 - 70.8 48.9 4&5 48.2 + 53.8 53.5 53.1 52.7 - 710 513 59.9 158.7 157.7 56-9156.1 55.4 4&2 47.5 46.9 46.4 45.9145-5 45.2 63.0 616 60.4 59.4 58.5 57.7 47.0 49.1 4&4 47.8 47.2 46.8 46.4 46.0 64.2 627.: 61.5 6D.5 59.6 S&S 58.1 50.5 49.7 49.1 4&5` 48.1 47.7 47.3 66.0 645, 63.2 622 5L2 6D.411 59.7 514 50.6 149.9 1416.4' 4&9 48.5 148.21 67.2 65.6 164.3 1 63.3 62.3 6L5 160.8 FIGURE 1 1. TABLES VALID ONLY FOR BUILDINGS OF D=10% OF LEAST HORIZONTAL DIMENSION MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS • • • • THE MEAN ROOF HEIGHT. • • • • •! • • 2• ROOF ELEVATION "H", IS DETERMINED • • • • �Q.N 4 • BY USING FIGURE 1 AS REFERENCE. •gp • 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. • `y' • •�•• 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 D'S�' • • • • • • • • • • 0000 ROOF HEAIGHT AND APPLY TO ALL FLOORS. • 1 • ••i •3 • •'• 5. TABLD D E ABOVE SHOWS MAXIMUM DESIGN LOAD FOR .. 0 • • • • • SHOWN BUILDING HEIGHT IN END ZONE. • 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL • • SEAL :090:9 • • • OF AN ENGINEER EMPLOYED BY AL-FAR000 CORPORATION. • • •••• 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY • • of** • MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. • 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND FBC 2010 STANDARDS daW 10-02-13 REVISIONS: ft" q, M.F. AL-FAROOQ CORPORATION 262014 no. dote by description ENGINEERS & PRODUCT DEVELOPMENT dwcw W. N.M. DWG N0. t 1238 SW 87 AVE TEL (305) 26"lao JAVAD AHMAD SHEET 1 OF 1 MIAMI, FL 33174 FAX (305) 282$878 B,p P.E /70592; EB CAN 3536 . . ... . . . . . ... .. .. . .. .. . . . . . . . . . . . . . ... . . . . ... Permit Schedule • • • • • • • • Mark Family and Type Product Approval Design Pressure DP Required Frame Color FrWif Type •Glass • • • • Type Comments 1 6-8-Thermetru_0paque X Fiber Classic: 36" z 80" 6 -panel IFL10537.1 +80.01-80.0 +40.1/-53.6 1 IfibeMIM• • • • • • • • • .-- 12 -2 +40.1/53.8I Ifiberglass •INA* • • 1 • • • • • • •• • • • • • ••• •• Revision: Number two will be changed to an aluminum impact door installed directly to wood structure. NOA is 12-0113.02. Product DP is +70/-80 ASP WINDOWS & DOORS ED HYGEN No. Data 10801 N.W.14 Stred #103 Mland, Fl. 33172 150 NW 100 terrace. Miami Shores, FL 33150 Oflice:305.470-M • Emd:erglnesr M@28PN n b".com www.aspWindom oam Permit Schedule Pry number 101 Date 01124=14 Dmm by ASP Permit DepL Checked by checker scale MIAMI MMID DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION T.M. Windows, L.L.C. 601 N.W. 120 Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable n The documentation submitted has been reviewed Section to be used in Miami Dade Countv and of MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Stmt, Room 208 Miami, Florida 33175-2474 T (780 315-2590 F (786) 315-2599 www.mlamidade„ov! era/ and regulations governing the use of construction materials. I accepted by Miami -Dade County PERA -Product Control areas where allowed by the Authority Having Jurisdiction This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. ' g Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "230 ” Ontswing Aluminum Door w / wo sidelites Iites. ; Sheets l through 7 of 7, prepared by Al-Farooq Corporation, dated 08-28-02 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Exterior (positive) design loads to be limited per threshold height per sheet 2 of the Dwgs. 2. Max door panel not to exceed 34-1/2" and the max sidelite width not to exceed 37-5/8". See lock options detail in sheet 7 of the Dwgs. 3. Min 3" OC spacing cluster anchors applies both at head & sill at meeting stiles & sidelite mullion end. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series 0000.. and following statement: "Miami -Dade County Product Control Approved", noted herei t. • • • ...... RENEWAL of this NOA shall be considered after a renewal application has been filed via there has•nrno • • •;; • change in the applicable building code negatively affecting the performance of this prodl}p�„ 0 • . 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a r v isijpn or phatig4 in the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an erfddkement d Hy product, for sales, advertising or any other purposes shall automatically terminate this NUCP!ilure;o colaply ;;;;; • 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 fgVgwed by --:- the expiration date may be displayed in advertising literature. If any portion of the N04 isA,splayed, then it shAll...: be done in its entirety. ."' 0660 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 o This NOA revises &renews NOA # 06-0327.02 and consists of is page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, .E. NOA No 12-030 8JS g Expiration Date: December 26, 2817 t Approval Date: June 21, 2012 Page i T.M. Windows, L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # # 06-0327.02) 2. Drawing No. W02-77 Rev C., titled "230 Alum Outswing Door•w/sidelites", sheets 1 through Tof 7, prepared by Al-Farooq Corporation, dated 08-28-02 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # # 06-0327.02) 1. Test report on 1) Air Infiltration Test, per FBC,. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test per FBC, TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 'and TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No- FTL-5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL-3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (submitted under file # 02-1016.09) 2 Additional referenced test report per TAS 202-94, Test Report No. FTL-2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/15/12, signed and sealed by Javad Ahmad, P.E. 2. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by late Dr. Humayoun Farooq, P.E. (Submitted under file # # 06-0327.02) 3. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS • 6666.. 1. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color inferWpr" issued to Solftw;' Inc., expiring on 05/21/16. "" 6666.. 6666 6666.. F. STATEMENTS • • • • • • ; 6666 1. Statement letter of conformance to FBC 2010 and letter of no finan'clt int 0b�+. Al Farooq Corporation, dated 01/24/12, signed and sealed by JavgA 46ad, 9.E. . ;060 2. Statement letter of conformance FBC 2007 and letter of no financigiatbrest, �Apaied by-Me • Farooq Corporation, dated 03-08-2008, signed and sealed by late fir. j1*mayoun!Farooq, P4 (submitted under file # 06-0327.02) '6666 • 6666.. 3. Lab compliance as part of the above referenced test report. 0 .. 6666.. G. OTHER 1. This NOA revises & renews NOA # # 06-0327.02, expiring on 12/26/17. 2. Test proposal # 07-3698 dated Nov 08, 2007, issued by BCCO. 15 4 1 . '- Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 12-0308.35 Expiration Date: December 26, 2017 Approval Date: June 21, 2012 E-1 ANCHORS AT MTG. STILE ENDS (8) RECD. FOR WOAD D1STaLLAnDNS (2) REOD. FOR Come./METAL INSTALLATIONS 71 S/a° •.•• FRAME WIDTH D.L. OPG. FACE APPLIED 8° 13° MAX. S° FALSE MUNMA WAY 8E USED -_` HEAD `I A 34 1/Y r III` 001 PANEL WIDTH S4. 1/2• a I I \ PANEL WIDTH / ••• TYPICAL ELEVATION • • ••• THESE ODORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1 \ 11 j OPTIoN H IN -ANNE i AC7fVE DR\111A /// ANCHORS AT MULLION ENDS (8) REDD. FOR WOOD INSTALIATONS (4) REOD. FOR COIL./METAL INSTALLATIONS, SUACE APPLIED FALSE MUNTINS MAY BE USED SERIES -230 ALUMINUM OUT-SINING DOOR WZ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR, SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE SHEET 2 FOR LIMITATIONS. 33 1 37 S/8° .. 28 5/8° . • 28 5/8° y •.•• • D.L. OPG. •• •.• 0.1- On. • • . • • 34 1/Y . PANEL WIDTH S4. 1/2• a PANEL WIDTH ( XX ) ••• TYPICAL ELEVATION • • ••• THESE ODORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -230 ALUMINUM OUT-SINING DOOR WZ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR, SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE SHEET 2 FOR LIMITATIONS. 33 1 37 S/8° .. • •• . • .•• •.•• • . • •• •.• • • • . • • • . • • ••• • • • • ••• • • (�SW�� • • 14 3 • • • r5%:EOD. IDR "NC./METAI• INSTALLATIONS 3. •00 8} ••• 013tMAK ••• • S. MAX HHEAD/sIU- CO NN Rs t 1 1 yQ I{ I • • • • • Qi "' it /• 4 ••• • •• ••• /y 1 BION .gt N =\s=ac==== I. / IN-AfTNE AC7W M ca Lt 25 1/2° 25 1/2° 33 3/8° za Q.L. OPO. D.L OPO. D.L. OPG. �y F 34 1/2° PANEL WIDTH S4 1/2° a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTIO14 2003.8.4. PANEL WIDTH 1 i/4° 71 5/8° 37 5/8° DOOR FRAME WIDTH SIDELLTE WIDTH ( Ono UC•r maymb�metrBlH LAMINATED GLASS LARGE MISSILE IMPACT !� 9¢ 4AVA0 AMWD S CNR y ` FLM1PErgg 70SB2`• B .. 4.A.W. sass . 1 I drawing no. R • •g;ptl#2 W02-77 sheet 1 of 7 76 1/4' MAX. (ox 116 3/18' MAX. 71 s/ 6' MAX. 110 Iia• MAX. M (XX) (oxo) (xxo) (oxx APPROVED CONFIGURATIONS 149 3/8' MAX. (xox) MAXIMUM DESIGN LOAD RATING ® + 80.0 PSF (FOR S1za MaM ABOVE OR SMALLER) - 90.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED i -S/ RESHOLD o +83.3 PSF 3-1/2' THRESHOLD - +pM PSF +Iso FSF 14111` (oxxo) 37 7/18° MAX. D INTERLAYER • ; ; fEX p10 BY 'SOWV • . . ... -3/16• NEAT STi�'e CLASS e 090 INTERLAYER F Swim am B SDWTW \ e •S1UCdR • ./t6• HEAT sTRIDv'0 wags (x) 76 1/4' MAX. (ox 116 3/18' MAX. 71 s/ 6' MAX. 110 Iia• MAX. M (XX) (oxo) (xxo) (oxx APPROVED CONFIGURATIONS 149 3/8' MAX. (xox) MAXIMUM DESIGN LOAD RATING ® + 80.0 PSF (FOR S1za MaM ABOVE OR SMALLER) - 90.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED i -S/ RESHOLD o +83.3 PSF 3-1/2' THRESHOLD - +pM PSF +Iso FSF 14111` (oxxo) HEAT STRENV iLtSS .' . •' • ' ; . ' • ' {� D INTERLAYER • ; ; fEX p10 BY 'SOWV • . . ... -3/16• NEAT STi�'e CLASS e 090 INTERLAYER F Swim am B SDWTW SILICONE TREMOO DL:a: ST e •S1UCdR • ./t6• HEAT sTRIDv'0 wags CE 7Tw ; • • • LIWE e0 e . . � OF.atL:F709 . HEAT STRENV iLtSS .' . •' • ' ; . ' • ' {� D INTERLAYER • ; ; fEX p10 BY 'SOWV • . . • � • 00: ; . 3rd• HEAT S;tEN'D CLASS -3/16• NEAT STi�'e CLASS e 090 INTERLAYER F Swim am B SDWTW SILICONE TREMOO DL:a: ST e •S1UCdR • ./t6• HEAT sTRIDv'0 wags CE 7Tw ; • • • LIWE e0 e . . � OF.atL:F709 . ?S a 0.480' OVERALL LAM. CLAN 0.480" OVERALL LAM. OIASS GLAZING DETAIL GLAZING DETAIL �{ (DOOR LEAF) (SImim mpy mgg �j S,t le V g mle z NOTE: a m u11 EGRESS REQUIRIWENTS TO BE REVIEWED BY AHJ. vJCNe 7o6a2' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) droving no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 •Pfi•��8`20i1' ` �•L 2 of 9 1;71 . F,m4M X11A'-ll f • u WDA B • • , , } ., o a ° . APPROVED EDGE • • •: • • • ATE LLNim ANCHORSSEE Z DIST.. F � ' •• •• • • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING FOR SPACING qT - TYPICAL ANCHORS: SEE ELEV. FOR SPACING s� WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS L4" DIA,ULTRACON BY 'ELCO' (Fu -177 X% Fy=18O XSI) go 00 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/4" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ,1/4" DIA. SELF DRILLING SCREWS (QV= S CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") INTO METAL STRUCTURES a = STEEL : 1/8. THK. MIN. (Fy = 36 KSI MIN. ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) N m (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 2 . p TYPICAL EDGE DISTANCE Z a INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN, CONCRETE AT NEW, SILL OR JAMBS /'e =9000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. g 1B 3 ROWS g REOD. FOR*DESIN LOA .t ABOVE +900.0 PSF II °A8 sms T I O.C. B ro ^ 13 o a = o © DOOR DETAILS ALT. I n ' a L q Car. C 70582' • _ ......_ .... ._..........._........ 1 2° FROM �. ENDS TYPICAL ANCHORS ° MR SPACING . . - E ANa SEE ELEVATIONS S drawing no. ° �' I FOR SPACING shaea� 7 9LL ENDS I ElIGE DIST. • one TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • u WDA B • • , , } ., o a ° . APPROVED EDGE • • •: • • • ATE LLNim ANCHORSSEE Z DIST.. F � ' •• •• • • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING FOR SPACING qT - TYPICAL ANCHORS: SEE ELEV. FOR SPACING s� WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS L4" DIA,ULTRACON BY 'ELCO' (Fu -177 X% Fy=18O XSI) go 00 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/4" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ,1/4" DIA. SELF DRILLING SCREWS (QV= S CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") INTO METAL STRUCTURES a = STEEL : 1/8. THK. MIN. (Fy = 36 KSI MIN. ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) N m (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 2 . p TYPICAL EDGE DISTANCE Z a INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN, CONCRETE AT NEW, SILL OR JAMBS /'e =9000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. g 1B 3 ROWS g REOD. FOR*DESIN LOA .t ABOVE +900.0 PSF II °A8 sms T I O.C. B ro ^ 13 o a = o © DOOR DETAILS ALT. I n ' a L q Car. C 70582' • _ ......_ .... ._..........._........ 1 2° FROM �. ENDS TYPICAL ANCHORS ° MR SPACING . . - E ANa SEE ELEVATIONS S drawing no. ° �' I FOR SPACING shaea� 7 • one so • u WDA B • • , , } ., o a ° . APPROVED EDGE • • •: • • • ATE LLNim ANCHORSSEE Z DIST.. F � ' •• •• • • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING FOR SPACING qT - TYPICAL ANCHORS: SEE ELEV. FOR SPACING s� WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS L4" DIA,ULTRACON BY 'ELCO' (Fu -177 X% Fy=18O XSI) go 00 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/4" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ,1/4" DIA. SELF DRILLING SCREWS (QV= S CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") INTO METAL STRUCTURES a = STEEL : 1/8. THK. MIN. (Fy = 36 KSI MIN. ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) N m (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 2 . p TYPICAL EDGE DISTANCE Z a INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN, CONCRETE AT NEW, SILL OR JAMBS /'e =9000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. g 1B 3 ROWS g REOD. FOR*DESIN LOA .t ABOVE +900.0 PSF II °A8 sms T I O.C. B ro ^ 13 o a = o © DOOR DETAILS ALT. I n ' a L q Car. C 70582' • _ ......_ .... ._..........._........ 1 2° FROM �. ENDS TYPICAL ANCHORS ° MR SPACING . . - E ANa SEE ELEVATIONS S drawing no. ° �' I FOR SPACING shaea� 7 _ o � O fimm Ls —J ■I■��� ' ' 1 ® y 0 ASSEMBLY LOCK OPTION #1 IN -ACTIVE LEAF �i �- L� i �010 ACTIVE LEAF ACTIVE LEAF I Rgy", I •'!Y at fil, ft, drawing no. W02--77 OV • • ..' . .: ••; • ; : • ; :.: so 0 ..... so 0 I Rgy", I •'!Y at fil, ft, drawing no. W02--77 • � • • • : � • ... . • • � � • • 0 ; EDGE DIST. FOR SPACIATIONS 0G • • • t • • • • • • I $e z @ • � • • • : � TYPICAL ANCHORSSEE • � 0 . • • � � • • • EDGE DIST. FOR SPACIATIONS 0G • • • t • • • • • • I $e z @ • • � • • • i99Agf ♦ �a � • • • • Q r,! a pe I � I i� d� 1/4e MAX. y J . ._ y1/4 21 37 a. OPTIONAL LEAF WIDTHBLY .0 ^ z ' SIOELITE WIDTH DOOR FRAME WIDTH p tb n. t OVERALL FRAME WIDTH TYPICAL ANCHORS .� SEE ELM I. FOR SPACING rj �*fMQ4l c 8 • ry b O a \ :...a..............:_.:W; ...�.. -..._. ° JAM AHMAD CML'., pp�� p [:7 -'EDGE DIST. a a I C3,GL •. TYPE drawing no. ANCHOSi SEE mwxnONS FOR SPACING SIDELITE DETAILSj, �� ,;. ,•' 'APR t0 �to12 W02-77 sheet 5 of 7 , FRAME HEAD TM -038 I ® SIDEUTE FRAME LAW 39572 L374 WEATHER-STRIP ADAPTER GW -31828 .675 3� 419 O DECORATIVE MOULDING GW -38737 .062 .48.5 .332 t� DECORATIVE MOULDING C7 TM-15SA i�- .429 GLASS STOP GW -31958 2J29 32g 0.310 GW37885 KIINCE 0578 CENTER 8125 1 129 0248 0.972 GW 37880-A OUTER HINGE HINGE PIN 3.681 10 X 5/8' HINGE CAP 'H' us t0 X 9/8' >rF.H. Sms 0 b 0 2.126 2.125 QUANTITY DESCRIPTION 0 lAT1IUAL PWISIN/RSMARKS 1012 3000 1 FRAME • • • -� ^ • • 2 OW 28515 1243 1.900 DOOR JAMB ® OM -78 7M175 2A OW 37319 1 .790 -T8 '0.6- ••28 28 TM184 1 .629 8083 -TB - 3 3400 2 SIDELITE FRAME 6083-T8 - J168 L 1� L79G 2 DOOR TOP & BOTTOM RAIL 2J29 32g 0.310 GW37885 KIINCE 0578 CENTER 8125 1 129 0248 0.972 GW 37880-A OUTER HINGE HINGE PIN 3.681 10 X 5/8' HINGE CAP 'H' us t0 X 9/8' >rF.H. Sms 0 b 0 2.126 MU f I PART 0 QUANTITY DESCRIPTION 0 lAT1IUAL PWISIN/RSMARKS .•. TM -30A 1 FRAME • • • -� ^ • • 2 OW 28515 1 FRAME SILL • • • OM -78 - 2A OW 37319 1 ALT. FRAME • • • • -T8 '0.6- ••28 28 TM184 1 ALT. FRAME~ • 8083 -TB - 3 OW 38972 2 SIDELITE FRAME 6083-T8 - 3A TM175 2 DOOR JAMB 8083 -TS - 4 GW 38048 1 PANEL LOCK STILE • • • • - - • 4A MU f I PART 0 QUANTITY DESCRIPTION 0 lAT1IUAL PWISIN/RSMARKS 1 TM -30A 1 FRAME • • • -� ^ • • 2 OW 28515 1 FRAME SILL • • • OM -78 - 2A OW 37319 1 ALT. FRAME • • • • -T8 '0.6- ••28 28 TM184 1 ALT. FRAME~ • 8083 -TB - 3 OW 38972 2 SIDELITE FRAME 6083-T8 - 3A TM175 2 DOOR JAMB 8083 -TS - 4 GW 38048 1 PANEL LOCK STILE • • • • - - • 4A TM172 1 ALT. PANEL LOC1o$= • • 4BOWT •' 8 OW 38938 1 PANEL HINGE STILE- • • • • T5 - • 8 TM -091 2 PANEL TOP/80T10M RRL • f083•T5 • • 7 OW 31825 4 WEATHERSTRIP AWIPTER 9083 -TS ENO OF DOOR STILu/SOIT04 8 OW 378890 2/HWM ASSY. TM OUTER SLITT HIM 8093 -TB DOOR PANEL/FRAMSIDE 9 OW 33888 1/HINGE ASSY. TM CENTER BUTT HINGE 8083 -TS DOOR PANEL/FRANSIDE 10 OW 32222 2 DOOR LOCK INSERT 8883-T5 LOCK STILE 11 - 2/ LEAF 3/4 x 1 1/4 x 3/4 x 1/8' THK. CAP ALUI9NUM 3° LONG 18 4037 AS REO'0. `ULTRAFAB' CUNIERFIN WOOLPILE WOOL LOGO STIES, JAMBS. HEAD. SOL 18 1/Mwor 7/32'0 HINGE PIN STM AT EACH HINGE ASSEMBLY 21 2/LEAF 1/2'0 THREADED ROD. WAS & NUT STEEL TOP/80TTOM END RAILS 22 SERIES 400 1 KWOM KNOBLOCK ACTIVE LEAF 23 SERFS 800 1 KWOW DEADBOLT - ACTIVE LEAF 24 - 2/HINGE ABBY. HINGE BUSKING PLASTIC HIM ASSEMBLY 28 - 38 DUST PLUG (OPTIONAL.) PLASTIC DOOR JAMB INSTALL SCREW HOLES 28 AS REOD. 010 x 1' P.H. SMS. (ASSY. SOW STEEL DOOR FRAME MEMMM/MIIL CLIPS 27 - 2/HINGE ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY 29 1 SILL ADAPTER (1' X 1' X t/19' TUBE) ALUM - 30 1 SILL ADAPTER (1/2• X 1' X 1/18. 14180 ALUM - 31 TM -079 1 LOCK STILE REINFORCEMENT 6063 -TS FULL LENGTH • DOOR LOCK SLLES 34 TM -0540 2 MULLION 8083-T5 BETWEEN DOOR/SIDE LITE JAMBS 39 OW 31988 4 CLASS STOP 8083-T9 SIDE LRE GLAZING PERIMETER 37 OW 30737 OPTIONAL 0.0. DECORATIVE MOMMI NG gOg3_Tg DOOR PANEL PERRIETER 370 I TM -185A OPTIONAL O.G. DECORATIVE MOULDING I BO83_T8 DOOR PANEL PERIMETER TN 081 HINGE ASSEMBLY t4�753 -�43.000 .602J.750L790 .790 ��—L Lao 1E.062 .0620---^--^W 3.186 ---moi DOOR HINGE STILE GW -36935 SILL ADAPTERS 1.197 1.157 C .640 1.995 ��.062 2.880 625 -`-3000 T— —1000— SM. FRAME SIU.I ® ALT. FRAMILL GW -28515 n 3 droving no. W02-77 4 DOOR LEAF STILE GW 36048 ALT. DOOR LEAF STILE ® TM172 .9001 3790 .06e f.7m*,70 .6402.999 AA PE qj 1.954 4An L ��3000 ALT. FRAME SILL TM -184 LOCK STILE REINFORCEMENT 31 TM -075 l0i n 3 droving no. W02-77 SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. HINGES: X' NG ALUM BUTT HINGES, AT 11° FROM EACH END NE AT MIDSPAN OF LEAF. STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41-1/2° OR 48° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38°.OR 39-1/2° FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION N2 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34-1 2° FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENS WITH (2) #12-28 X 2-1/4° OH MS METALLIC STRIKE PLATE AT 34-1/2° FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2° FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT I0 -1j2° & 76-f/2° FROM BOTTOM FASTENED WITH (2) -32 X 1/2° FH MS (FLUSH (KILTS AT TOP & BOTTGM OF ACTIVE AND INACTIVE LE" TO 13E ENGAOL4 OURM PERIODS OF HURRICANE WAR") FRAME TOP CORNER SIDELITE CORNER 1� APR ©` tlrowing no. W02-77 ••• • • • • ••• ••• 1� APR ©` tlrowing no. W02-77 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUIMIBER: (305) 762-4949 BUILDING PERMIT APPLICATION [iUILDING ❑ ELECTRIC ❑ ROOFING SEP 25 2014 - --- - FBC 2013 Master Permit No. �0 5- 1 -/I- ( 2 Sub Permit No. j?hVISION ❑ EXTENSION 2ffRENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 w /0 ® T ace: City: Miami Shores County: Miami Dade Zio: 33 Folio/Parcel#: fl f 1 /0 P&Is the Building Historically Designated: Yes NO,�,,, Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): &P wa �K . A!jdrto Phone#:.(goq.) Address: - R / 4� LA) / 0 0 TO- P- - city: State: zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �,�-r�) I�F.�i /%� Phone#: -vim Address: /( 5? 0 / /V/� / f f o � City: l A,4A State: „Zip: `� Qualifier Name: State Certification or Registration #: ti • DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1500 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [3'Repalr/Rea_c_e, ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ � 2 CCF $ CO/CC $ Scanning Fee $ `� Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $� Bond $ TOTAL FEE NOW DUE $ 1::213 00 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as Indicated. I certify that no work or Installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing Information Is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant., As a condition to the Issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first Inspection which occurs seven (7) days after the building permit Is Issued. In the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. Slgnature ,� wc?/L- OWNE or NT The foregoing instrument was acknowledge before me this day of �EM 20—�--�.� by �%A)Wl'd1�6 A) , who is personally known to me or who has produced _.t/!j as identification and who did take an oath. NOTARY PUBLIC: Signatu CONTRACTOR The foregoing Instrument was acknowledged before me this day of 0t kM, GO, 20 0 by who Is per nWlly knnu,n t me or who has produced as Identification and who did take an oath. NOTARY PUBLIC: Si n' � 1 j. SP n I I �. Print: Ryd a / EiC ." f5s7�4 Print: Seal: �: of RIGOBERTO JESUS QUESTA MY COMMISSION 4 EE 051340 —�� .... n R150=1t5GD�517� Seal: MY COMMISSION p EE 051340 EXPIRES: April 27, 2015 EXPIRES: April 27,2015 N'' �T9lFOFF���\oe Bonded Thru Budget Notary Services " coo Bonded Thru Budget Notary Services APPROVED BY ` Plans Examiner Zoning Structural Review Clerk (Rev1sed02/24/2014) Miami Shores Village Building Department 7BY. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762A949 BUILDING PERMIT APPLICATION Permit 'Type: BUILDING FBC 20 Permit No. Master Permit No.W S y. ROOFING JOB ADDRESS: 1,5-b IJ W 100 —T_CP'R- City: Miami Shores County: Miami Dade 'Lip: Folio/Parcel# 3 // / Q/ - Q 2.3 -QP q0 Is the Building Historically Designated: Yes NO ✓ i+lood Zone. 2014 OWNER: Name (Fee Simple Titleholder): _—T. 14 11014N Phone#:G0(4) G7 3 •5(o S I Address: l 6V AJ (A) /0 O 7�2 City: M ( A -m i Sko g_ES State: dam% 'Lip: v TenanVLessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: /0 Ji 0 / A� ( S 57- —25_16- 0 Oa City: "/ .4 M / State: F� Gip. 35 / % Z Qualifier Nam: _:!ay7a-1ha Q Rod,, ) (! Phots'#: = f? 4-' - 9/ 0 % State Certification or RegiArdtion # C G C, / S/ 3 a-7 q- eemficate of Competency #. Contact Phone# ® S) Email Address: ZQ V ✓Zb E -S @ A5PW ! `i1 D Fd�'✓- • COW DESIGNER: Arc:hitect/Lngineer. Phone#: Value of Work for this Permit: $ a , 4 SV Squar&Unear Footage of Work: (tea Type of Work: OAddition ( Alteration ONew MI(epair/Replace ODemolition Description of Work: ____ Color thru file v�vee��ea��a//a��,,��.. Submittal Fee $ �/ ` L 0 Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training(Educatign Fee $ Double Fee $ Structural Review $ r� CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State dip Wic:ation 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, HHA't'HRS,'t'ANKS and AIR CONI)f1'IONI;RS, tor..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurdte and that all work will be done in compliance with ail 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 $25w, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged f, Signature Signature Own nt Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of, 20 �, by —Cdlcltt R.d� �. day of , zo, by t > ®,� who is personally known to me or who has produced L CEN who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign:( l I Print: R1 cin bEr+p My Commission Expires: APPROVED BY W COMMISSION t EE 051340 EXPIRES: April27, 2015 BondedRn BudOt Notary Sevices Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10nM)(RevisBd 3/15/09) NOTARY PUBLIC: Sign: t t c Print: 9,1 ® b My Commission * MY COMMISSION t EE 051340 EXPIRES: April 27, 2015 ` BMW Thru Budget Novy Services Zoning F017 JAN 302014 1 Level 1 _ _ FRONT DOOR 100 – 1/4"= V-0" ASP WINDOWS & DOORS No. Description -- DataED HYGEN 10601 N.W.14 Street #103 Miami, Fl. 33172 150 NW 100 terrace. Miami Shores, FL 33150 Otfice:305-470-9369 - Emal:engineedng@aspwindows.com __— www.aspwlndows.com aSHUTTER TAG # 11 WINDOW TAG # Dram by ASP Permit Dept 101 DOOR TAG # WALLS E EXISTING i FLOOR PLAN - LEVEL1 Project number 1 OO — --� q Date 012412014 Dram by ASP Permit Dept Checked by Jovan Rodriguez Scale a Zn N 0 y ri Permit Schedule Mark Family and Type Product Approval Design Pressure DP Required Frame Color Frame I Type Glass I Type Comments 1 6-8-Thermatru_0paque_X_Flber Classic: 36" x 80" 6 -panel IFL10537.1 +80.0%80.0 +40.1/-53.6 1 Ifiberglass INA 2 6 8-Thermatrv_Opaque_X_Fiber Classic: 30"x 80"6 -Panel I FL10537.1 +80.01-80.0 +40.1/-53.6 1 ifiberglass INA ASP WINDOWS & DOORS No. oeaerlptlon Data ED HYGEN 10801 NA14 Stmt. #103 Miami, Fl. 33172 150 NW 100 terrace. Miami Shores, FL 33150 Offxe:305-470-9369 - Email:engineering@aspMrtdows.com www.aspwindows.com Permit Schedule Pro>eatnwnnber 101 Date 01/24=14 Dmwn by ASP Permit Dept Checked by Cheeker scale 2010 FLORIDA BUILDING CODE/ASCE 7-10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING _ .__ __ For Buildings with a Mean Roof Height of 60 Feet or Less _ DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 4" � DESIGN PRESSURES FOR EXTERIOR ZONES ('Zone 51 Mean Roof Tributary Area (sq. ft) Height (ft) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 47.1 43.4 -42.4 -41.6 -41.1 -40.6 -40.2 -39.8 -39.5 -39.3 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 1� -44.0 -43.0 -42.2 -41.6 -41.1 -40.7 -40.4 -40.1 -39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 38.2 -44.61 43.5 42.8 -42.2 -41.7 -41.3 -40.9 -40.6 -40.3 Is 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -50.0 -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 20 42.6 41.4 40.6 40.0 39.539.1 -51.1 38.7 38.41 38.1 24 -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 41.3 -47.1 -45.9 45.1 44.5 44.0 -43.6 43.2 42.8 42.6 24 44.2 43.1 422 41.6 41.1 40.6 40.2 39.9 39.6 48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 -54.5 -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 34 -49.5 48.3 -47.5 -46.8 -46.3 -45.8 -45.4 -45.1 -44.8 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 442 -50.3 -49.0 -48.2 -47.5 -47.0 -46.5 -46.1 -45.7 45.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -51.0 -49.7 -48.8 48.2 -47.6 -47.1 -46.7 -46.4 -46.0 34 47.6 46.3 45.4 44.7 442 43.7 43.3 42.9 42.6 -57.9 -51.6 -50.4 -49.51 48.8 48.2 -47.7 -47.3 47.0 -46.6 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 48 -52.2 -51.0 -50.1 -49.4 48.8 -48.3 -47.9 47.5 -47.2 38 48.7 47.4 46.5 45.8 452 44.7 44.3 43.9 43.6 47.8 -52.8 -51.6 -50.6 -49.9 -49.4 48.9 -48.4 -48.1 -47.7 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -63.1 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 -49.6 -49.2 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.61 -52.2 -51.8 60 53.6 52.2 51.2 50.4 49.8 49.3 48.81 48.41 48.0 -58.2 -56.8 -55.8 -55.01-541, -53.8 -53.3 -52.9 -52.6 M,qan Roof Tributary Area s H (ft) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 382 37.7 37.2 36.8 36.4 36.1 35.9 53.6 51.5 -50.0 48.9 47.9 47.1 46.4 45.8 45.2 16 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 1� 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -56.4 -54.1 -52.6 -51.4 -50.4 49.5 -48.8 -48.1 -47.6 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 49.6 49.0 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -59.2 -56.9 -55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 36 48.2 46.9 46.0 45.3 44.7 442 43.8 43.4 43.1 -64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 40 49.2 47.9 47.0 46.3 45.7 452 44.8 44.4 44.1 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -58.2 -57.4 -56.8 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -68.5 -65.8 -63.9 -62.4 -61.2 -60.2 -59.3 -58.5 -57.8 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 -69.7 -66.9 -65.0 -63.5 -62.2 -61.2 -60.3 -59.5 -58.8 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -70.8 -68.0 -66.0 -64.5 -63.2 -62.2 -61.2 -60.4 -59.7 60 53.61 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -617 -60.6 General Notes 1 These tables list allowable pressures (W;,.�, given as 0.6*%b where W ft is the wind pressure calculated in accordance with Chapters 26 end 30 of ASCE 7-10 using the ultimate design wind speed (Volt) and the variables given heacin. 2 These tables are not valid as a site-specific drawing 3 These tables apply to wells and vertical surfaces only. 4 Use of these tablas, and the values and coefficients listed harem is to be dictated and verified by the governing building department and permit holder. 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or cartificetion is intended or applicable. 6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written toner ULTIMATE WIND SPEED (mph) = 175 EXPOSURE CATEGORY= 1C Tables are va8d for the followlna conditions only. 1 Wmd speed, (V,, 3 -second gust) - 175 mph 2 Risk Category: B (General Residential and Com narcisl Construction). 3 Expoama Category C 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd=1.0, multiply the values in these tables by 1.18. Verify KA requirements with local building official and product approvals before use. 7 Enclosed Building: Gcpi=0.18 Consult an Enatneer for any other condiflons Instructions 1 Tablas show the "worst case design pressures, with any unlmown variable at its critical condition 2 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height. If averege cannot be determined, use the peak roof height Round up the roof height to tine nerd highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet} 5 Area between structural milli shall be used as tribunary area 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer thaw distance 'a' to abuilding comer shall be considered in an Exterior Zone (51 otherwise if all of the opening fella more than distance's' from a building comer, the opening shall be considered in an Interior Zone (4). 7 Distance *a,' as refered to above, shall be calculated as the smaller of 100/a of the minimum building width or 400/a of &a height, but not less thin 3 feet. 8 Bead the worst case positive and negative design pressures Sir use as required by governing building deparnment Er Digitally signed by FL T. Mellinger, P.E. FL Date: 2013.05.21 15 -61t, -04'00' Date: May 21, 2013 Not Valfd without Signature and Raped Embossed Seal Florida Building Code Online http://floridabuilding.orgtpr/pr app_dtl.aspx?param=wGEVXQwtDgtfy... Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL10537-Rl Revision 2010 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419)298-1740 rfckw@rwbldgconsultants.com Rick Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2015 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL10537 RI COI Certificate of Independence.Pdf Standard ASTM D1929 ASTM D2843 Year 1996 1999 1 of 3 5/15/2013 8:31 PM Fl- LApplication ApplicationType Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL10537-Rl Revision 2010 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419)298-1740 rfckw@rwbldgconsultants.com Rick Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2015 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL10537 RI COI Certificate of Independence.Pdf Standard ASTM D1929 ASTM D2843 Year 1996 1999 1 of 3 5/15/2013 8:31 PM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfY... ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL10537 RI Eouiv of STANDARDS.odf Method 1 Option D 02/28/2012 Date Validated 02/29/2012 Date Pending FBC Approval 03/07/2012 Date Approved 04/03/2012 Summa of Products FL # Model, Number or Name Description 10537.1 I a. "FiberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 10537.2 I b. "FiberClassic", "SmoothStar", "Classiccraft" or "ClassicCraft I Rustic" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 2003 1998 2000 1995 1994 6'8 "Impact" Opaque Fiberglass Single Door - (X) Inswing or Outswing Configuration Installation Instructions FL10537 R1 II_Inst 10537.1.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R1 AE EVAL10537.1.Ddf Created by Independent Third Party: Yes 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite - (OX or XO) Inswing or Outswing Configuration Installation Instructions FL10537 R1 II Inst 10537.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R1 AE EVAL10537.2.Ddf Created by Independent Third Party: Yes 10537.3 I C. "FiberClassic", "SmoothStar", 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites - "ClassicCraft" or "ClassicCraft (OXO) Inswing or Outswing Configuration Rustic" I ........_... _.—.__..... ..... .. __ .............. _.......... ... ......._......... ................................... . ...... ....... _...... _._...---- ............................. _---.....__. Limits of Use . Installation Instructions Approved for use in HVHZ: Yes FL10537 RI II Inst 10537.3.pdf Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes i Created by Independent Third Party: Yes Design Pressure: N/A 1 Evaluation Reports 2 of 3 5/15/2013 8:31 PM Florida Building Code Online http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfY... Other: See INST 10537.3 for Design Pressure Ratings by j FL10537 R1 AE EVAL 10537 3 Ddf speclflc Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note -ASTM E1300-98 utilized , for areas inside the HVHZ) I ? 10537.4 ! d. "FiberClassic", "SmoothStar", 6'8 "Impact" Opaque Fiberglass Double Door - (XX) Inswing "ClassicCraft" or "ClassicCraft or Outswing Configuration f Rustic" Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10537 R1 II Inst 10537.4.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant., Yes Created by Independent Third Party: Yes Design Pressure: N/A `' Evaluation Reports Other: See INST 10537.4 for Design Pressure Ratings by FLM37 R1 AE EVAL 10537.4.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 10537.5 ' e. "FiberClassic", "SmoothStar", "CI assicCraft" or "ClassicCraft Rustic" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 10537.5 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites -(OXXO) Inswing or Outswing Configuration Installation Instructions FL10537 RI II Inst 10537.5.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R1 AE EVAL10537.5.Ddf Created by Independent Third Party: Yes Bade Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a publIc-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an emall address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ff:1 EM 3 of 3 5/15/2013 8:31 PM G84EM MQTE$ this product has been evaluated and is In corripliorice with the 2010 Rorldo BuktV Code (FXI stucturd requirements hvAdN ft 110 Velocity Hurricane Zone` NVHZ). Z Product onU= dial be as listed and spoced as ftwn on details. Artalior embedment to base material shall be beyond wag drevkig or stucco. 3. When used in the HVHZ'ff* product compiles with section 1626 of the Florida Bu Code and does not require an impact reWant covering. 4. When used in crew outside of ft'HVHL- mcp" wind bome debris protection this product complies with Section 1609.12 of the 2010 FBC and does not require an impact resistant covering. TKs product meets ritsile LwWIX and fricludes Wind Zone 4 as defined In ASTM E1996 and Section I609.1.2.4 of the FBC 5. For 2x stud framing conSWCUM, anchoring of Mese units sti011 be the MM as that "wil for 2x Wa rnawriry construction. 6. Site conditioris that deviate from the details. of tht draAng require further englneerhV analysis by a licensed engineer or registered architect. 7. OvIswirig cmfturallom u*V fteshold item #4 meet water infiltration recii.&oments forliVKr. 8. kwwhV corftmllm and oitsx*V configurations using threshold item #S do not meet ft water WWcdion requirements for the 14VW and stiall be Installed onty in non-txtitable areas or at habiloble locallarts protected by an overhang or omopy such that the angle between Ifte edge of canopy or overtiarg to A Is less than 45 degrees. I.- 3.75* MAX OVEML MVM WM PAMMMI VAEOPCOMM awa MCWWX I rVPICCI elevaRM, de§M Pressuies & neral notes 2 OW defolls rAMOth Star) 3 Door parcel delaft JCIM- CMM 4 Door panel detoftc Dolt Rustic)5 Doo 4 HCxlz*nfd CMU Sectim 7Ymticalam section 8 luckand htwft ancWng - 2X buck irwE!X coristrucOm ? Frame Snd" - IX bva mosmy comtrudion TO of materials & COMPWIerft I.- 3.75* MAX OVEML MVM WM PAMMMI M- FL–IOW7.1 M, I'Va . . ................ M- FL–IOW7.1 M, I'Va 4a) EXTERIOR 4>I 43 Ilag� �O�s a �$�oa INTERIOR 4b 42 qq g g a o HORl ONTAL CROSS SEMN s g 2 4T E 41 4.10°ff �S }Mi— EXTERIOR INTERIOR S� a a F RAI ; �_(1C ItLE g DETAIL A -A ,� DQOR FAidEt Sr�wom star 49 00000000 Z 0000000 00000000 �^ 0000000 00000000 0000000 00000000 0000000 © vS 00000000 / 0 g 0000000 1 00006000 a'� L ci w 6000000 00006000 F 0006000 28.86% OPEN AREA MAX. MG1 B 2 p 0o0 O00r21 VERCAL CROSS N .2124164-- io00SCAM. N.T.S. DM. BY. AL m DEYAti A -A ate. gn LFSDRAWM z Pane! reinforcement: FL -10537.1 0 *w OF_M N 54 5T 51 EXTERIOR 57 5i V NNTERIOR Sb 3 52 � a°O• � $ a 3 HORUOWAL- CROSS SECWN56 51 3 1.4V--4 r dU a� TY .4 a� t3 COWERS OF F NNEL or EXTERIOR It1tEl210R L DETAIL A -A 52 IOP RAtt tOCK STIEE ] � o 7 00000000 0000000 00000000 00000000 0000000 ' �1' 51 0000000 00000000 0000000 0.34 00000000 10000000 00000000 N g i ^_t„ ._o - {) N m 0000000' ,Q 00000000 0000000 28.86% OPEN 0 0 0 -o AREA MAY. (OtTOAW �Att z 00--a 000 0 0 0 �1�! _ g CROSS SEC77OP� 2/24 09 z 00000000- 0000000 3 N.T.S. ° 00000000 BY: AL 9kTAtt A -A cm BY. CFS ems.: a Partes te6lforcemonnWWent FL -10537.1 c 3 a St 35 38 EXTERIOR INTERIOR 32 $ r 1 ONT A! CROSS SECTION TYP.4 13 t� CORNERS � EXTERIOR INTERIOR OF PANEL o DETAIps- 1 A -A f A�Et ^ 31 35 z `1� CSC cxarr n 36 UO I 000000 fl 0000000 N 000000 00000004.W 000000 J� 0000000 000000 000000034°a 600000 Jo�-"�,. 0000000 a 000000 0000000 ?°Q 000000 2 VERTICAL CROSS S€MON `� o 0000000 4 u L 00 28.86%OPEN a OAREA MAX'2 24 09o 00 smam N•LS' 000 om W. AL dac. ft LFS DETAIL A -A Maya a6 N04 a Pme, reinforcement FL -10537.1 o a 67 61 EXTERIOR 67 61 R h deo. r ;• Q> q .gggE 2 INTERIOR 62 S u HOPJZOWAL CROSS =WN S 67 EXTERIOR INTERIOR b. P t tOC�STILE a DETAIL A -A P 60 ol�c 61 000aO000' 0000000 c 0 00000000 i I� 0000000 67 R 00000000 0000000 00000000 �I.$$`--�•j� �at 0000000 O 00000000 66 0070000 00040000cx � O � z 0000000 —q[- 00000000 I a 0000000 28.86%OPEN 00 c0 �O ^0 AREA MAX. � itiI E STBE � N m z 00000 U 0000000 2 NE L CRSS SECHONa3Ys 2 2$ 03 i 00000000 0000000 S+ M.T.S. 00000000 m DETAIL b•$ mac. 6Y. LFS Fonei reinforcement uwr No - FL— 10537.1 o a -1 T T J O o ,4 ~ NUT C 10 �zs INTERIOR EXTERIOR 40 30 ! p u3 1✓I 14 (� i 60 so 1 -IM MIN. Qi M. Til'?.) co t ® 1 �._HORtZOPdTAL CROSS SECTION n 4 S 6� Shown wl �X sub -buck m 9 (LC!Sl$ P IS m (TY-) (TYP-) we a P a o t4 INTERIOR INTERIOR 19 0 Z 1 Q A ^ } 1 N a a 13 12 30 40 EXTERIOR {+ EXTERIOR �14 aarE: 2/24/09 °g i .1;a Mme. L C 11 � &0 60 J30 G 16 m EMB. ITYP.I Mm syt at_ HORIZONTAL CROSS SROM (2 NOMONTAL CROSS S 1J 1-11a ram. c sY: cis � L � EA46. oaaxa� �.: � irlswln.3 6 - kwNh9 fes' i Ft -10537.7 0 N < &TZAR ,6, d e INTERIOR EXTERIOR air. L gig€ 30 40 $ O oP� 4 —Ira so 60 40 30 40 3Q 10Za 8 60 60 g O b0 50 10 E A p EXTERIOR INTERIOR EXTERIOR INTERIOR La 1 VERMAL CROSS S 2 CAL CROSS SECTION 3 1rE CAL SS } T Oufswing shown -' nsm—i ng 7 shover, wltX sub Duck 7 Outswtng con � approved see general rm meet 1 � � fior"HVHZ"waterinf�tration ) � requkements o j!t a EXTERIOR INTERIOR EXTERIOR INTERIOR 0 30 40 30 40 INTERIOR EXTEERIOR 6 50 60 50 60 Al_ z 0 1 V50 2 7 3} 4 10 9 � a a p9 PO nn P v n a, v P, O D p _ q 9 d D v > • v v OSx 2/24/ 09 8 p v ✓ �sT ' v c$WF' N.T.S. 0 4 AL CROSS NQM 5L CROSS S b AL CROSS _�ON cast. rn: AT—"\ m T irswing configurot*n trtswin9 contgumflon T �tswing c�ntkxva4ion atx By, LFS see genmal notes, sh®et i see general notes, sheet i see gerterof sheet i oarawrai rsa for'TwVtirwater katrotion W 141 [r water lnfi tmfion for "HVHP water entAhaion FL -10537.1 a requirements requirements requtremeNs N sir —L or 10 21 I LOW MAX ONCENM 4* 4 TyP.v. Typ. TYP. HEAD & MASON y R7Y MASONRY ONRY - JAMBS OPENING OPENING MAS OPENING FRAME IL 2X BUCK -/ - 2XSUCK-,, 90 u 2X BUCK c; z u !2 0 Wa ANCHORING WCK ANCHOW4G HHW JAMA FLWEANCHORM SWKE JAMB ---- DP <-- 8D psf BD<DP<-100psf Mwmw2X buck constmrion O CONCRETE ANCHOR NOTES: --A ea 1. Substitution of equal concrete screws from a different MJPP§er may have different edge dEstance and center distanceL ni requkemenf& - I- — Z) Z Concrete screw locations at the comers may be odftsted to maintain the n*grry" edge distance to mortar joints. if concrete screw locations noted as MAX. ON CBqW must be a*sted to maintain the mininxim edge distance to mortar 12 its, oddff-,d concrete screws may be required to eraffe the maximum on center dihIension is not exceeded.L 3. Concrete anchor table. --(D �z 3- ..... ......... .... . .. ............... . 12 -.-A H. C a as os ... ..... .. . ....... 12 z sm4m N.T.S. HINGEVERAL LATCH A ftW9WRffA#L M BY., AL M LFS 1pr 1-1/,r 4* F7 -1 7,1 III my°r Z0 I -0 —. J-0- m IXBUC HINGEJAMB FRAME AMCHORM Masonry 7X buck corsfiucfron I CONCRETE ANCHOR NOTE.' 1. SLftftffon of equal concrete screws from a different M;Ppgar May have different edge dstonCe and center cbtonce recIt*ernents. Z Concrete screw bcaffons of the corners may be adjusted to maintain the mk*rwm edge distance to mortar jobts. it concrete screw locallons noted as "MAX ON CENTER" must be actusted to maintain the mi wnm edge dklance to mortar joints. additional concrete screws may be requfred to anstim the ma*num on center dmensm Is not exceeded 3. Concrete anchor tobb. AMCHOV .......... ......... .. ............... . ..... .. .. .... .. 01MYGSE .- tblkCLhi7 tG83tltx 2 14' 1-1/c 4* T— I STFMIJAMB LATCH & VEADSMT IMAIL d jib I WH I 6� z Y z El Le N.T.S. af. AL Ftw!':l 3 7. 1 ET ,9 oa 10 '0 BILL OF MATERIALS ITEM I DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A i X BUCK SG> - 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS io e B 2X BUCK SG 2 OSS WOOD 31 DOOR SK04 0.095" THK. CC RUSTIC Fy = 6,000 PSI MIN. FIBERGLASS P C MAX IN SHIM SPACE - 32 TOP RAIL CLASSIC CRAFT RUSTIC WOOD D I14" X 2 3/4° ELCO OR ITW CONCRETE SCREW S7� 33 LOCK & HINGE STILE CLASSIC CRAFT RUSTIC WOODAVL �d E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 34 35 BOTTOM RAIL CLASSIC CRAFT RUSTIC PANEL REINFORCEMENT 0.023° THK. PASSIC CRAFT RUSTIC COMP. STEEL +d „ G 13/16'X 3-114" ITW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE H 114" X 3-114" ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANE. DETAIL SHEET FOR DETAILS J I /A X 3-3/4* ELCO OR TW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065" THK SMOOTH STAR = 6,000 PSI MIN. FIBERGLASS a L # 10 X 2-112' PFH WOOD SCREW L STEEL 42 TOP RAIL SMOOTH STAR COMP. I INSWING ADJUSTABLE THRESHOLD (=A 11 ALUM./WOOD 43 LOCK STILE SMOOTH STAR WOODAVL 2 INSWING THRESHOLD 5) ALUM./COMP. 44 HINGE STILE SMOOTH STAR WOOD 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M ALUM./COMP. 45 BOTTOM RAI! SMOOTH STAR COMP. 4 OUTSWING COASTAL THRESHOLD ALUKIWOOD 46 PANEL REINFORCEMENT 0.023" THK SMOOTH STAR STEEL. 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUM./COMP, 50 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.095" THK. (CLASSIC CRA = 6,000 PSI MIN. FIBERGLASS 8 JAMB SG >-- 0.55 WOOD 52 TOP RAIL CLASSIC CRAFT COMP. W 9 JAMB (OAK) SG >= 055 WOOD 53 LOCK STILE CLASSIC CRAFT) WOODAVL r 10 WEATHERSTRIP FOAM 54 HINGE STILE CLASSIC CRAFT WOODAVL 11 HINGE STEEL 55 BOTTOM RAIL (CLASSIC CRAFT COMP. i Hca 12 # TO X 3/4" PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023" THK. CLASSIC C STEELm i3 13 #9 X 3 PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.065" THK. (FIBER CLASSIC Fy = 6,000 PSI MIN. FIBERGLASS IL a 16 #8 X 2-1 i2" PFH SCREW STEEL 62 TOP RAIL FIBER CLASSIC) COMP. 17 #8 X 314" PFH SCREW STEEL 63 LOCK STILE FIBER CLASSIC WOOD/LVL m 18 KWIKSET PASSAGE LOCK- SIGNATURE SERIES STEEL 64 HINGE STILE FIBER CLASSIC WOOD 19 KWIKSET DEADBOLT - SIGNATURE SERIES 980 STEEL 65 BOTTOM RAIL (FIBER CLASSIC COMP. ......... ._..------ — 8.74- --.- _-.........._. adpatca� e 8 gg Oandard 5.85, H�m3ng adl�at� THRUMb mca. dP r = i(- SQA t$t 66 67 PANEL REINFORCEMENT 0.023THK. FIBER CLASSIC STEEL FOAM CORE POLYURETHANE 4,57"--- sr 8.87"— y. aTiIRFSKOLD E$NO1A �WGt�58IF$ 4 --� _.....�.. Ptetog 9 8 b0 a o o N N a rr 2 24109 swe N.T.S 00RJ. BT: AL CF6L BY: LF$ olvow 0537.1 �r��10 R W R W BUIlding Consultants, Inc. BConsulting and I:ngir.ccring Scr vices for the Building Industry P.O. [lox 230 \+ahm. F1.33593 phone 913.659.9197 Florida Board of I1rv1'c iiunnl Fnginccrs Cct611a.ac of auWnriiatiou No. Sri 1.1 Product Category Sub Category Manufacturer Product Name Therina-Tru Corporation Smooth Star, Fiber Classic, Classic Craft Exterior Swinging Exterior Door 118 Industrial Drive and Classic Craft Rustic Fiberglass Door Doors assemblies Edgerton, OH 43517 Inswingl0utswing Phone (419)288-1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporation based or, Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial Interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and Is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in the "HVHZ" this product icomplies with Section. 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind horns; debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This products meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of those units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -10537.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using tthreshoid item #4 meet water infiltration requirements for "HVHZ". 8. inswing and outswing configurations using threshold item #5 do not meet the water infiltration requirements for Che "HVHZ" and shalt be installed only in non -habitable areas or at habitable locations protected by ati overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -10537.1 for size and design pressure limitations. Supporting Documenfs: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 TEL 06-1031-1 2. Drawing No. tlo. FL 10537.1 Test Standard ASTM D635-03, ASTM D1929-96 ASTM: D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929 -96(2000)e01 TRS 201-94, TAS 201-94. TAS 203-94 Prepared by RW Building Consultants, inc. (CA 49313) Testing Laboratory Signed by Testing Evaluation Lab.,inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, inc. Joseph A. Reed, P.E. Testing Evaluation Leb.,inc. Wendell W, Haney, P.E. Signed & Seated by t_yridon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Seated by Anchoring RW Building C.cnsuitants, Inc. (L:F: ;a,rt1 ?j Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate. of Participation issued by National Accreditation and f.Aanagement Institute , certifying that Therma-Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.F. FL PE No. 43409 2128!2012 PF 1454 Sheet 1 of 1