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WS-11-226Inspection Number: INSP - 159498 Scheduled Inspection Date: May 10, 2011 Inspector: Bruhn, Norman Owner: LONGMAN, JOHN Job Address: 333 NE 92 Street Project: <NONE> May 09, 2011 Miami Shores, FL 33138- Contractor: AUTOMATED HOME SERVICES INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 GARAGE DOOR REPLACEMENT Passed Crj (/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments For Inspections please call: (305)762 -4949 Permit Number: WS -2 -11 -226 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number ()_ - Parcel Number 1132060136370 Phone: (305)594 -3810 Page 22 of 23 BUILDING PERMIT APPLICATION FBC 24 City: Miami Shores Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Na. Master Permit No. paisnrai fEB i 0 7011 Permit e: BUILDING _ ROOFING OWNER: Name (Fee Simple Titleholder): N., ./® / //✓ ZO { y/ i/ t/ Phone#: 75 6a? Address /vV City: / j i/77 / > c/./® State: ,. Zi 5,13 8 Tenant/Lessee Name: Phone#: Email: �J//i/Pv v .49,4 X4/4. JOB ADDRESS. County: Miami Dade Zip: 5 '5/ 3 S Folio/Parcel #: // - . 3a 66 - Oi 3 - Co 3 70 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ,46.9 70,,Q /4 C S4C St 5 Address: ,- 9/® /V2-C) 9 'IA / City: /42/ 4,92-7 3 x / State: ,L . . Zip: -5/ / 7 Qualifier Name: 2)/J,J -.17 .717 Z 5 Phone*. -30 5 / g /) State Certification or Registration #: Certificate of Competency #: ,9C ®® /456 Contact Phone .5g1 (� Rmail Address: ?,2 , �� ,5� i /�, ��✓� DESIGNER: Architect/Engineer: AL - J,,q/2Gp q q* 3. $ Phone#: 5 05 5 Value of Work for this Permit: $ / 9/ g Square/Linear Footage of Work: (o 5 91 Type of Work: °Addition °Alteration ONew Repair/Replace °Demolition Description of Work: e-- G° aj/ /e 4 6 Zoce- ****** *4+ k*** ** ** **+F********* * **** * ** *MIFF i************ **** * *** ** ** *** ** ** * * * ** **** * ** Submittal Fee $ Permit Fee $ #C, a 4 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 FT.FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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 o commencement must be posted at the job site for the first inspection 'ch occurs seven (7) days after the building permit In the absen such posted notice, the inspection will not b ' a proved and a reinspection fee will be charged. Signature gent The foregoing instru -nt was acknowledged before me this g day of , 6 , 20// , by --JOHN' 4e1✓lq'..9✓1✓f0 who is personally known to me or has- pfeted NOTARY PUBLIC: Sign: Print: � 111 , « / ss k 6 ^ Notary Public State of Florida Li A Lungaro My Commission 00996900 "oi a o" Expires 05/31/2014 My Commissi o*+b*+k * ** APPROVED BY an oa (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner Structural Review The foregoing instrument was acknowledged before me this g day of / ` U C , 20 // , by ,LJ 4t i) / �eJ/ who is personally known to me or iii ec�' NOTARY PUBLIC: Sign: Print: tr ' Notary Public State of Florida Lisa A Lungaro My Commission 00999900 0",# Expires 05/31/2014 My Commission E Zoning Clerk ' CERTIFICATE OF LIABILITY INSURANCE DA 12/20/10 ITh3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES FLOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED .tEPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the poiicy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 954- 883-2900 Tanenbaum Harber of Florida 954-617 -7400 2900 SW 149th Avenue Miramar, FL 33027 -6605 Pat Murphy CONTACT PHONE FAX Ems' INC, No): E . AIL PRODUCE` CROUSTOMERID :A UTOM - INSURER(S) AFFORDING COVERAGE NAIC 0 INSURED Automated Home Services, Inc. Brenda Lewis 2010 NW 94th Ave. Miami, FL 33172 ; INSURER Hartford Insurance Co. 22357 INSURER B: FCCI insurance Co 10178 INSURER c MED EXP (My one person) INSURER D : ■ INSURER E : $ 1,000,00 INSURER F : GENERAL AGGREGATE THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR L - A GENERAL TYPE OF INSURANCE LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR L12 VITA UB' .iii POLICY NUMBER 21UUNJT6664 POLiCY EFF MIS' 10/01/10 POLICY EXP ,, , • D 10/01/11 LIMITS EACH OCCURRENCE $ 1,000,00 �- X �- , ° -' $ 300,0 ■■ CLAIMS -MADE X MED EXP (My one person) $ 10,E ■ PERSONAL & ADV INJURY $ 1,000,00 ■ GENERAL AGGREGATE $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY n a n LOC PRODUCTS - COMP/OP AGG $ 1,000, 1 1 ' Emp Ben. $ 1,000, A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 21 UUNJT6664 10/01/10 10/01/11 COMB (Ea aBINED SINGLE LIMIT $ 600,00 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ ■ $ ■ $ ■ UMBRELLA LIAR EXCESS UAB ■ OCCUR CLAIMS -MADE EACH OCCURRENCE $ ■ ■ AGGREGATE $ ■ DEDUCTIBLE R NTION $ $ ■ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNEWEXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? n (Mandatory M NH) B es, describe under DESCRIPTION OF OPERATIONS below N / A 1 01WC11A65626 01/01/11 01/01/12 ® ■ ■ E.L. EACH ACCIDENT $ 100,00 E.L. DISEASE - EA EMPLOY $ 100,00 E.L. DISEASE - POLICY LIMIT $ 600,00 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, Hamm space Is mulled) Proof of Insurance Only ERAGE CERTIFICATE HOLDER ACORD 26 (2009/09) Miami Shores Village Hall 10050 NE 2nd Avenue Miami, FL 33138 CERTIFICATE NUMBER: MIASHVL CANCELLATION REVISION NUMBER: OP ID: JT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE - WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 4,T44a / © 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village BY DATE APPROVED ZONING DEPT BLDG DEPT {� / P // � 2�J SUBJECT TO COMPUANDE MN ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS February 8, 2011 PRODUCT: JOHN F LONGMAN & W /DENISE 333 NE 92 STREET MIAMI SHORES, FL 33138 JOB #: AFC 11- 085 PREPARED BY: Z.F. CHECKED BY: J.A. DESIGN CRITERIA: 1. FLORIDA BUILDING CODE 2007 2. WIND LOADS AS PER ASCE 7 - 05 3. BUILDING HEIGHT : 15' AUTOMATED HOME SERVICES, Iy ( ) DORAL, FL 10' FEB 10 2011 PREPARED BY AL- FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT CAN (EB) #3538 1235 S.W. 87TH AVE MIAMI, FL 33174 TEL.: (305) 264 -8100 FAX: (305) 262 -6978 ONS FROM CONDITIONS SHOWN ON CALCULATIONS OR DRAWINGS INEERED SEPARATELY. ORPORATION WILL NOT PROVIDE A LETTER OF COMPLIAMCEVR • • • • ••.. • •• � t EPORT UNLESS CALLED DURING INSTALLATION. • OP [RAWIIGS CHECKED FOR STRUCTURAL REQUIREMENTS ONLY • • •••• • • •� • • • .. .. • • • • . . . . •••• • . • • • • • • • • • • . . • • . . • • • Contractor. Automated Home Services, Inc. 2010 NW 94 Avenue Doral, FL 33172 Tel: 305.594.3819 Fax: 305.591.2464 CC: 000011303 Residence of John F Longman &W Denise 333 NE 92` Street MIAMI Shores, FL 33138 -3133 Folio: 11- 3206 - 013 -6370 Legal: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 15 & LOT 16 BLK 47 LOT SIZE 100.000 X 127 COC 24661 -2878 06 2006 1 OR 24661 -2878 0606 00 Garage Door Location & Size SIZE FSCM NO DWG NO REV February 7, 2011 SCALE 3/16" =1' -0" SHEET 1 OF 1 Subject Garage Door Opening 2'-8" •• • •• • • • • • •• • • • • • • • • • •• ••• • • • • • •• ••• ••• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • •• •• • • • • • ••• • • • ••• • Flat Roof Structure No Overhang at garage door opening Estimated Roof at 10 Feet above ground. See attached picture(s). 9' -0" 0 1- South Elevation 14' -9" •••• • • • • •••• • • • •• • •• • • • • • • • • •• • • • • • • • • • • • • •••• • •••• • • • • •• •• •••• • • • • •• • • • • • • • • • • • • • • • •• • • • • • y approvczi AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :AUTOMATED HOME SERVICES PROJECT :JOHN F LONGMAN & DENISE WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -05 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 15 FT. TRIBUTARY LOAD AREA A : 27 FT"2 Kh = 0.85 (TABLE 6 -3, PAGE 79) Kd = 0.85 (TABLE 6 -4, PAGE 80) Kzt= 1.0 (TOPOGRAPHIC FACTOR - FIGURE 6 -4, PAGE 45) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV"2 = 39.43 PSF GCp COEFFICIENTS (FIGURE 6 -11A, PAGE 55) ZONE 4 = +0.92 -1.02 ZONE 5 = +0.92 -1.25 GCpi COEFFICIENTS = + .18 - .18 (FIGURE 6 -5 PAGE 47) DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 43.5 PSF - 47.5 PSF PS 7 5 ( ?s 0 it. 02 -08 -2011 • • • • •••• • • •• • •• • • • • • • • •• • • • • ZONE 5 = + 43.5 PSF - 56 3 PSF EgGC PIGCrr 91Tti 0 •�'. ,,�:• • • .... •j•• NOA . 10 - 04 20. UI C1 `'jIee l SCC- kICfirtal Cr/G;;e: : ►S • • • • •. • • • (05, 0 p s i' - �� -r 45 p s p c) V • •; (,See :•Pige 5) DTH � •, G • i >: N LOAD 9' -0• WY =0."--A -95.1 11' -0 4 56.4 -85.1 12 -M +58.4 -95.1 13' -r 4. 45.0 -52.0 14'-0" 4 450 -520 15' -0" 4 . 45.0 -52.0 19' -0" •45.0 -52.0 APProng • G4. WNW I �I TOP SECTIDN y.. BOX STRUT Int INTERMEDIATE SECTION SE LATE ON BOTTOM SECTION ASTRAGAL RETAINER SEE DETAIL ON ENT SECTION A-A 48ECTION HIGH DOOR SHOWN WR®UHBNG BRACKETS iS O. MANBNM 12 SHEET FI D PER SCREW t.'OA�BRAC ET END STILE 14' :r °.7 �� 12 Ur RADIUS JAMB ANGLE A T HW W/TH�WEX IM� NEAR LAG SCREWS le VERTICAL TRACK III 0 I1� 1 TYPICAL TRACK INSTALLATION NORMAL HEADROOM TRACK SHOWN. LOW HEADROOM LIFT AM) VERTICAL LIFT TRACK AVAILABLE T. HGH MOWN OTHER DOOR MOM AVAILABLE Up TO I8-0•USING 19-1R', 19.10• ORS HIGH TOP FIXTURE SEEOETAIL WINO S pH�EET METNSCIEW TOPE SOIM TOP FIXTURE STEEL T NT STRUT PER SECTION. FASTENED TO ALL CENTER MID END STILES U80113 (2)SHEET MEIN. SCREWS AT EACH LOCATION W0 ( INTERIOR LOCK 2) RECTO TWO 2) DO PER DOOR LOCATE OPPOSITE EACH DINER SW ITT f ON � A• , • GE V COFd�t SEE CET No 003 DDFJ?bR saw INSUIATTON CORE EXPANDED pompom& 1 LBIFT TOP FIXTURE DETAIL COMER VENT Omar •Lau 1 �TIIN ' •� • A9 1E OF MAYBE * CORNER BRACKET! ROLLER CARRIER - . A rW�AOwR +R¢F.M DETAIL - ENLISTEES TOX LUSTED TO PANEL SEE DETAIL pE RO BNT9 PEE'TER SEAL .0199 THICK 0L0GALVANIZED STEEL WOW AN EPDXY PRIMER D BAKED ON POLYESTER FINISH MICR IS ROLL-FORMED WITH WITH WOOD GRAINTEXRFE AND STAMPED WRFI EMBOSSED PANELS FORBNOWCAEE MA11EITRELE OR&MOTH FORTO220. MACTUM WELD STRENGTH A 20/130 PC EXTERN/A UXa .0159 THICK 0-411 GALVANIZED STEEL WITH AN EPDXY PRWER AND BAKED ON POLYESTER FRESH WHICH IS ROLL- FORMED WITH WOOD DRAW TEXTURE. MRNBSRIYIED STRENGTH • DITIN PAL CENTER FONGE SEE DETAIL ON SHY ENDSTILE I 10001PAo DOOR WIDTH. 18 WIDE SHOWN SEE SHEET E FOR OTHER DOOR WIDTHS INTERIOR ELEVATION .m maw Arm Aux EDGE HARDWARE PATE SEE DETAIL ON SIFTS HARM/ARE PLATE SEE DETAIL ON WIT RETAINS* NUT NW PUSH ON ) RETATIENG REQUIRED PER BEE DETAIL 091821T3 SECTION 54 SPRING WILEI DMDUA0LY C/1LCUTATED TO Ct IETWALANCE SPRING COUNTERBALANCE DOER. QUANTITY MID SZE CF SPRING WILL VARY BASED ONCOCO BQE i II saAk NOW D oma 1000 043 °+.s - !D Am DOUBLE SEE LLIGMEN8XHT3 HINGE STEEL LEE T�XU0 SET 3 STRUT SWEET METAL SCREW (8) REWDPER PAWNOR ten Silin !MM. JAMBS NO3 IDDOUGLAS HR OR BETTER WOOD JAMB BEE ATTACH/MO EIT2FOR HEX HEAD LAG SCREW WIPER BRACKET. FEE ON DETAIL ENT 3 TRACK BRACKET SHOWN FULL AM3LE OPTIONAL TRACK /DMZ LOCK NUT 50fr SEE DETAIL ON SHT3 TRACK ROLLER SEE DETAIL ONEHT3 TRM:K. ?SHOWN. 3' OPTIONAL SEE DETAIL EDGE HINGE DETAIL END STILE DOORS TESTED PER TAS 202 FOR STATIC AIR PRESSURE TESTED PER TAS 201 AND TAS 203 FOR LARGE MISSILE IMPACT AND CYCLIC WMD PRESSURE LARGE MISSILE MPACT RESISTANT SPEC. wiNmEmD IDOWCASE. MASTERPIECE. TCEXD No P -3312 I :7,a 18 •• • ••• •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • •• • • • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Raynor Garage Doors 1101 East River Road Dixon, IL 61021 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Showcase/Masterpiece/TC200 Steel Sectional Garage Door up to 16' wide APPROVAL DOCUMENT: Drawing No. P -3312, titled "Spec, Wind Load Showcase, Masterpiece, TC200 ", sheets 1 through 3 of 3, dated 10/23/09, with last revision B dated 06/16/10, prepared by Raynor Garage Doors, signed and sealed by Richard A. Baumann, F.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • : • : : • • LABELING: Each unit shall bear a � • permanent label with the manufacturer's name or logo %city, s following statement: "Miami -Dade County Product Control Approved ", unless otherMgifdted hetein" RENEWAL of this NOA shall be considered after a renewal application has been fifedjd there jias been no change in the applicable building code negatively affecting the performance of thiipddct. . TERMINATION of this NOA will occur after the expiration date or if there has beenD2 revision reltdtl„e in the materials, use, and/or manufacture of the product or process. Misuse of this NOA aa•hn endorSdthnt of any product, for sales, advertising or any other purposes shall automatically terminatd tlfiQ 110A. 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 CountjJ'logda, aid ▪ followed • • by the expiration date may be displayed in advertising literature. If any portion of the NOA is displVect 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 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 Carlos M. Utrera, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinacode NOA No. 10 -0420.01 Expiration Date: October 20, 2015 Approval Date: October 20, 2010 Page 1 • • • Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. P -3312, titled "Spec, Wind Load Showcase, Masterpiece, TC200 ", sheets 1 through 3 of 3, dated 10/23/09, with last revision B dated 06 /16 /10, prepared by Raynor Garage Doors, signed and sealed by Richard A. Baumann, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of 16'x 7' Showcase Sectional Steel Garage Doors, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493- 1102 -09, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of a 12'x 7' Showcase Sectional Steel Garage Door, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493- 1201 -09, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of 9'x 7' Showcase Sectional Steel Garage Doors, prepared by Hurricane Test Laboratory, LLC, • Report No. G493- 1201 -09, dated 02/04/10, signed and sealed b} Viub.J. AbrIi 1, P.E. • • • • •• 4. Test report on Forced Entry Test, per FBC 2411 3.2.1, TAS 2024242 f.two (one. • • TradeMark and one Showcase) 16'x 7' Sectional Garage Doors, iaepaj ed b}: . 4 . • • Hurricane Test Laboratory, LLC, Test Report No. 6493- 0706 -10; bated 08 /t. &I10, signed and sealed by Vinu J. Abraham, P.E. • • •' • 5. Test report on Tensile Test per ASTM E8, of steel sheet, prepar3 • Vesting •. Laboratories, Test Report No. 0037T, dated 01/20/10, signed an:I se',al@d by Ramesh • Patel, P.E. • 6. Test report on Salt Spray per ASTM B117 of painted G40 galvard2ed painte 4tppl, • • prepared by Wendler Engineering Services, Inc., dated 04/12/10, signed andsealed by Richard A. Baumann, P.E. E -1 7 i D 2 7 1,0 Carl s M. Utrera, P.E. Product Control Examiner NOA No. 10-0420.01 Expiration Date: October 20, 2015 Approval Date: October 20, 2010 • Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Jamb attachment verification calculations, prepared by Wendler Engineering Services, Inc., dated 04/13/10, signed and sealed by Richard A. Baumann, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning Characteristics, per ASTM E84 of Type IX EPS, Report No. 3147467SAT -0O1, prepared by Intertek Testing Services, NA, Inc., dated 04 /10/08, signed by Chris Bowness, P.E. 2. Test report on Self - Ignition Temperature per ASTM D1929 of Type IX EPS, prepared by Intertek Testing Services, NA, Test Report Ng. 3147467SAT -002, dated 06/12/08, signed by Chris Bowness, P.E. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products LLC., for their EPS Block Type Insulation, approved on 02/28/08, and expiring on 01/11/12. F. STATEMENTS 1. Statement letter of code conformance with FBC 2007, issued by Wendler Eigitiee.Cing Services, Inc., dated 04/12/10, signed and sealed by Richard A. $auuiann, P.E.• • • 2. Statement letter of no financial interest issued by Wendler Enginknma Serie:0% 1nc., • dated 04 /12/10, signed and sealed by Richard A. Baumann, P.E. • .... • • • • • • • E -2 • • • • .... .... • • • .• • • • • • ▪ • • • • . . • • • • • Carlos M. Utrera, P.E. Product Control Examiner NOA No. 10- 0420.01 Expiration Date: October 20, 2015 Approval Date: October 20, 2010 • • • SECTION INTERMN EDIATE SECTIO AppeFd /asobies dbYH Dr1 /rirT/ 140A1 )is %y/i .0/ BOTTOM SECTOR A S DETAIL T TAL ON BHT 3 SECTION A-A 4 BECTON 6106 DOOR SOWN REMAINING BRACKETS 18 C. ESIORAH is 12- SHEET METAL SCREW C END 818E 12' 13'RAmtIB JAMB 1 IffODPEIi Ai TRACK WITH (D EK VEFRICAL ) V' HEAD LAD SCREWS Vemau.TRAu III III TYPICAL TRACK INSTALLATION NORMAL HEADROOM TRACK SHOWN. LON HEADROOM. LIFT CLEARANCE AND VERTICAL LIFT TRACK AMIABLE V A te► II TOP FIXTURE SEE OETNL ON BHT 3 SIM 0? ) REBFORC ENT SECTION. FASTENED TO ALL CENTER AND END STILES IMO ES SHEET METAL SCREWS AT EACH LOCATION T- 017204 SHORN OMER DOOR HEIGHTS AVAILABLE UP TO t84T USING %W. MU' DOB8OR U3CK OR21 HIGH IWO(2)RE=D PER DOOR BECK LOCATE ATE EACH OTHER TOENGAGE T22 TRACK L0L • ON ENT 3 5 P QL . GE CORN BEE ET 3 Tarr No 00 VENTS (O9TIifeou.) INTERIOR MN D M TRICK 040 GALVANIZED STEEL WRHAN EPDXY PRIOR AND B ALD ON POLYESTERFBN81 MIC HIS ROLL-FORMED WITH W0®G AIM TEXTURE AND STAMPED BOWSBED PANFIR FOR SHOWCASEAND OSTER ECE OR SMOOTH FORTC2G0. MOILS WELD STREWTH 257123 PSI EXTERIOR SIGN D IM NECK G40 OALVAN ®STEEL. WITH AN EPDXY PRWER AND RAKED CS POLYESTER F8718H WNOH IS ROL4PDOIEO WITH W000 GRAIN TEXTURE YQJNW YEl0 8TRENGTH.2WSO P81. ��e ae:o .1011M1 WEASATION -- - -' I ERAS= POLYSTYRENE IDIFT SHEET METALSCRE 11 (3) RECTO PER RETAWNG NUT CENTER HINGE TOP FORME 8ffOETTALL ON&IT 3 T/IB' PUSH ON BEE DETAIL &03 TOP RETAINING NIT O) FIXTURE u1Q_ REOUWED SUER PER STEEL BOX STRUT EE DETAIL ON SW SEE NAIL ON MIT TOP FIXTURE DETAIL L VEIN YE A I •1* ¢ A sC EPFNE OF :Ala: BHl1ET �TAR82SW • : $ 0 .40R 1oe • ROLLER PER • l• • r i•a/ E� fie• ROLLER CARRIER \ * 7 �' .I N A =- 1,1% ?,..... — - CORNER BRACKET T ROLLER CARRIER Y - DETAIL EPRLVO COUNTERBALANCE WIRE BPNAKH WLRE KERVOUAN CALCULATED TO COIJNTE 4BALN10E DOOR OIMNTITYAND BZE OF SPRING WILL VARY BASED ON DOOR B� DOOR mom - 18 WIDE MOM EE SHEETS FOR OTHER 0008 WIDTHS INTERIOR ELEVATION was 0 WmHmm aRmn 0 MOD= con =KS RCM I®EASEDIOBPRCOJCIIION PIEINAIIM 00111WIa1 DENS SCRIM SECTION 5 d.. MAT am IIm-01 END MILES TOXLOCIED TO PANEL BEE DETAIL 044 BHT 3 PEROETER BEAT. SALLOW 0.C. WITH 44 STEEL NABS 885T METAL SCREW OS REDD PER ROWNOR RIP 174,1■113•02131 ocr JAMBS DOR DOUGLAS FIR OR BETTER W000 JAMB SEE SNT2 FOR ATTACIDEIT H�OIKEADLAG SCREW 03 PER BPIN3ET. SE DETAIL ON BHT 3 TRACK BRACKET SHOWN FULL ANGLE OPTIONAL BEE DETAIL ON BHT 3 TRACK BOLT! WHIZ LOCK NIT EE OETNL ON BHT3 TRACK ROLLER SEE DETAIL ON ENT 3 TRACK T SHOWN. Y OPTIONAL SEE DETAIL=BHT 3 EDGE HINGE DETAIL END STILE DOORS TESTED PER TAS 202 FOR STATIC AIR PRESSURE TESTED PER TAS 201 AND TAS 203 FOR LARGE MISSILE IMPACT AND CYCIJC WIND PRESSURE DOOR WIDTH B' - 0 10 '•0' 11' - 0' 17 - 13' - 0` 14' - 0' 16' - 0' 16' - 0' DESIGN LOAD +SSA +864 +85.4 +664 +46.0 + 45D +46.0 + 45.0 76.0 -65.1 65.1 -65.1 -62.0 -52.0 -620 - 52.0 LARGE MISSILE IMPACT RESISTANT ITU SPEC. =MOO SHOWCASE. MASTERPIECE TC203 N0. P -3312 I 1 B • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • • •• • • I y I)) Ill I 0 Or 4 III Ill llli. •3 t!lrtiA813881W WY. WC= STILE Wet BO faOLwon IIEFINSOPP ON NOR131iWYNTION poop' 3 CENTER GUMS' e, 4, 13 AND 11' WIDE 3 CENTER BTU S' 17.13. W AND IE WIDE 3 CENTER 31111X5* 13 WIDE CENTER STILE LAYOUT INTERIOR VIEW nio ]IIII11 1111 •• • • �ON� • • 171TETilO VIE ee •• ••• C CARRIAGE HOUSE PANEL 4 45 1 !.% 8 (i RANCH � •, G � P • i c E N. 0 - :`,gt PAN¢ l ' NO 00311469 %I • . * t. t STATE OF 4 -"?....°4'..% 4 A %%%%% V. 4 PANEL o t� 4 q O \ • • z- i E��o • • f /(A MIIN j • .: •Y % • • . ...._. • • • • • . •° ° � ii 2,,, •• • • • •• JAMB ATTACHMENT NOTES 1. 114 DIAMETER ANCHORS REQUIRE BIB' MIN. O.D. STEEL WASHER 2. 6118' AND sir DIAMETER FASTENEER REQUIRE T/8' MW O.D. STEEL WASHER 3. MAXIMUM POSMVE LOAD PER JAMB • Of X46 P 38O LBS PER FOOT 4. MAXIMUM NEGATIVE LOAD PER JAMB • (16'X 52 PSF) /2.4161.89 PER FOOT. 8. DESIGN OF THE SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBLITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOADS LISTED IN NOTES 3 AND 4. MAT Mu. wwE MOWN Qwx.ZOmm annum 1111113FRIND 3uumoaos 'MDR am O. Attal. m.. SPEC WS4):OAD SHOWCASE. MA8TWPEDE. TC2O3 NO. P -3312 I3 Ie ••• •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • •• • • • • • • 3 • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • FASTENER TYPE 3 ti me U 5/16" DIA X 3 UP LONGDWTAPCON . 1N' DN X 311° LONG OWTAPCON e i 6118' DIA X 3314' LONG OWTAPCON to 5 2 318'DIA X3 VT POWER STIR ANCHOR 318' DWX 3 ter POWER STUD ANCHOR 818'DN4X3 V! 6116DYLX3 VC I y I)) Ill I 0 Or 4 III Ill llli. •3 t!lrtiA813881W WY. WC= STILE Wet BO faOLwon IIEFINSOPP ON NOR131iWYNTION poop' 3 CENTER GUMS' e, 4, 13 AND 11' WIDE 3 CENTER BTU S' 17.13. W AND IE WIDE 3 CENTER 31111X5* 13 WIDE CENTER STILE LAYOUT INTERIOR VIEW nio ]IIII11 1111 •• • • �ON� • • 171TETilO VIE ee •• ••• C CARRIAGE HOUSE PANEL 4 45 1 !.% 8 (i RANCH � •, G � P • i c E N. 0 - :`,gt PAN¢ l ' NO 00311469 %I • . * t. t STATE OF 4 -"?....°4'..% 4 A %%%%% V. 4 PANEL o t� 4 q O \ • • z- i E��o • • f /(A MIIN j • .: •Y % • • . ...._. • • • • • . •° ° � ii 2,,, •• • • • •• JAMB ATTACHMENT NOTES 1. 114 DIAMETER ANCHORS REQUIRE BIB' MIN. O.D. STEEL WASHER 2. 6118' AND sir DIAMETER FASTENEER REQUIRE T/8' MW O.D. STEEL WASHER 3. MAXIMUM POSMVE LOAD PER JAMB • Of X46 P 38O LBS PER FOOT 4. MAXIMUM NEGATIVE LOAD PER JAMB • (16'X 52 PSF) /2.4161.89 PER FOOT. 8. DESIGN OF THE SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBLITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOADS LISTED IN NOTES 3 AND 4. MAT Mu. wwE MOWN Qwx.ZOmm annum 1111113FRIND 3uumoaos 'MDR am O. Attal. m.. SPEC WS4):OAD SHOWCASE. MA8TWPEDE. TC2O3 NO. P -3312 I3 Ie ••• •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • •• • • • • • • 3 • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • �I1C1'11151F \111 STEEL SOX STRUT NAIL 20 (3A (.031r GALVANIZED I8GHTENSLE S T M 80 K8i MINIMUM YIE D SHEET ISETALSCREW (4) RECTO PER HINGE CENTER HINGE DETAIL SHEET ENO STIL / Jr INTERIOR LOQC DETAIL 1.7 1.88 r 82 � �"'- .� -2.M HARDWARE RATE CENTER TRACK B,RDE PLATE 1 SW AIWA AM LOCK BAR 3WeX1/4 SPS MUM 1.80 I on o0 o 0 0 0 0 0 TRACK BOLTMRIQ NUT 8918 -1823W wPE STRIKE PLATE •• ••0 • .. • • • •• • •• •• ••• 18.80 MN. --- 1 HORIZONTAL TRACK ANGLE 899 GALV. STEEL HORIZONTAL ANGLE ATTACHED WITH E rX3N•TRACK BOLT MIDVASZ NUT SLIDE LOCK CASE .WBONLY. STEEL 1--278 121 ay2fff .BOrmAROiib ' may: ..088 GALV. REEL. HARDWARE PLATE EDGE HARDWARE PLATE END STILE .058 GALV. STEEL A SA OALV. STEEL D43 GAL.V. STEEL ••. •.• . • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • ! • •• •• 000 • • • 000 • • Y J / 1 100 3' TRACK BRACKET .118091V81EEL - I.t9 -1 1 3.OD Q ...TRACK BRACKET .118OALX13TEEL 183 O ASTRAGAL ALUMINUM MO A L RETAI 3 �� A8 22B 28+1 2@ 200 JAM AND HEA009BEAL TOP SAW.STE PONIED PVC WON FUME PVC FLIP OBI BILLY. STEEL O SECTION • HEIGHT i • • • • • • • STpTfr OF . 41� COMER • • ? •�C To Lee BA.V. • TOP ROLLER GAMER „B BALK. STEEL ATTACHED TO TOP FIXTURE WITH (2) TRACK BOLTS AND WH2 NUTS 1.43 CENTER HINGE .OUL BALV. STEEL BA/ 1BIRRIC.AAETRACK ROLLER 0 48 Bm RETAINING NUT Dm EDGE HINGE .088 BALVSTEEL SHEET METAL SCREW O 120 7.49 0 1.81 --.44 TRACK .088 BALV. STEEL JAWS ANGLE .WOOALV. STEEL 0 .68 Leta L. POP 1.43 3M NO. P -3312 1800 153 0876' SPEC. WINDLOA4 SHOWCASE. MASTERPIECE. TC200 7