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WS-18-3542
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 30S-795-2204 Issue Date:12/06/2018 Location Address Parcel Number 990 NE 97TH ST, Miami Shores, FL 33138 11320601431SO Contacts Permit NO.: WS-11-18-3542 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: Approved Expiration: 06/04/2019 TRACY YOUNG LE Owner 990 NE 97 ST GARAGE DOOR SOLUTIONS CORP Contractor JUAN MATUTE 102 NW 86 PL, MIAMI, FL 33126 Business: 7865462879 Description: REPLACE 2 EXISTING GARAGE DOORS 8X7 Valuation: $ 2,450.00 Inspection Requests: r777 49 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Scanning Fee $9.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $138.40 Payments Date Paid Amt Paid Total Fees $138.40 Credit Card 11/27/2018 $50.00 Credit Card 12/06/2018 $88.40 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing regulating construction and zoning. Futhermore, I author ate and that all work will be done in compliance with all applicable laws contractor to do the work stated. Authorized Signature: Owner / Applicant December 06, 2018 / Agent Date Page 2 of 2 Miami Shores Village Y� Building Department X 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 BUILDING PERMIT APPLICATION ME BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICALPUBLIC WORKS JOB ADDRESS: 990 N E 97 ST RECEIVED NOV 2 7 1018 �`r I CP�"1 Fsc Zap Master Permit No. wS t� _S94 Z Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): TRACY YOUNG LE Phone#: Address:990 NE 97 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: GARAGE DOOR SOLUTIONS CORP Phone#: 7865462879 Address: 10843 NW 29 TH ST City: DORAL State: FL Zip: 33172 Qualifier Name: JUAN MATUTE Phone#: 786-5462879 State Certification or Registration #: 13BS00180 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2450.00 Square/Linear Foo ge of Work: Type of Work: ❑ Addition El Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: REPLACE 2 EXISTING GARAGE DOORS Ejq i Specify color of color thru tile:, Submittal Fee $ Scanning Fee $ Permit Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ DBPR $ CO/CC $ Notary $. Double Fee $ Bond $ u TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �'C ~ OWNE AGENT The foregoing instrument was acknowledged before me this daG ✓ 20 1 % by who is pIE12nall y known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: holvre6 If- 1'prize Signature �* CONTRACTOR The foregoing instrument was acknowledged before me this _ day of Noxie, two 20 / S by .JN4n 12 J404 who is penally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Dc,(Vr as Seal: Seal: iJ£'! DOLORESRODRIGUEZ"'+.: DOLORESRODRIGUEZ MY COMMISSION # GG 15MI .: MY COMMISSION # GG 159091 *l�lEP1RE8+yK,tlu�ve�aYerA$a�4** ,'.FOF FL�P• O��P/ Public _ /. A •.,OF t1,`• wINR1 N�Rft ROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full -rime employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Q a- O State of Florida County of Miami -Dade The foregoing was acknowledge before me this /(v day of NOVe Mlbe e , 20_L5. By / rQt� V-0 ✓✓�'4 who is personally known to me or has produced as identification. DOLORES RODRIGUEZ Notary: F MY COMMIS; ION # GG 159091 � �o? EXPIRES: NovernG•3r 12, 2021 SEAL: ,Fp: Ft°: eo�aea mn, Nolary Puw� underwrnero GARAGE DOOR SOLUTIONS, CORP Noviember 17, 2018 State of Florida County of Miami Dade This letter is to confirm that as we are workers comp exempt we will assume all responsibility during the course of the project for the garage door installation work to be done for Tracy Young, Site address: 990 NE 97 ST, Miami Shores, FL 33138 Juan Matute will be the only person working on the project. Sincerely, 4rm Matute Personally Know V/ Or Produced Identification Type of Identification Produced DOLORES RODRIGUEZ MY COMMISSION # GG 159091 % EXPIRES: November 12, 2021 `•°F B-dwmn+►�►rwaicU ers Print, Type or Stamp Name of Notary Garage Door Solutions Corp 10843 NW 29th ST, DORAL, FI 33172 • Direct line: 786 546 2879 • Office: 786 953 6581 9 www.earagedoorsolutionsmiami.com 11/27/2018 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY PRAISER Summary Report Property Information Folio: 11-3206-014-3150 Property Address: 990 NE 97 ST Miami Shores, FL 33138-2569 Owner TRACY YOUNG LE REM ELIZABETH R SODERHOLM Mailing Address 990 NE 97 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Living Area Sq.Ft Sq.Ft Adjusted Area 2,611 Sq.Ft Lot Size 11,500 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017` 2016 Land Value $310,247 $310,247 $321,563 Building Value $181,726 $181,726 $181,726 XF Value $2,016 $2,028 $2,039 Market Value $493,989 $494,001 $505,328 Assessed Value $493,989 $494,001 $505,328 Generated On : 11/27/2018 Taxable Value Information 2018 2017� 2016 County Exemption Value $0 $0 $0 Taxable Value 1 $493,9891 $494,0011 $505,328 School Board Exemption Value $0 $0 $0 Taxable Value $493,9891 $494,0011 $505,328 City Exemption Value $0 $0 $0 Taxable Value $493,989 $494,001 $505,328 Regional Exemption Value Taxable Value $0 $493,989 $0 $494,001 ''. $0 _ $505,328 Sales Information Previous Price OR Book - Qualification Description Sale Page Corrective, tax or QCD; min 04/06/2018 $100 30949-4944 consideration 04/04/2018 $600,000 30929-3608 Qual by exam of deed Corrective, tax or QCD; min 06/16/2016 $0 30175-4828 consideration _ _ 04/01/1974 __......... $80,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. 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LM MOUNTS SEMORSM am mm� O'!M M MM �M/T.I'i w!<t1 WUMOF ! <Ji MORUM !IM" �Z w4,-m t' WIN EK2w�� !mE'J L 1.mwx 7 WOKM K-1 E-m MUM mm IFEWOMM ��ric�ur t�•�■� l�ur;�rr W.iMmU:M mm m.�M �:itA� mm I W'E KUM d t� i` .rmmw. m t'w" KEMWEN tlLl� E iallu m AK-! Yr RUMIKIM ow=KLA SiMUMM � K1J2WlWf-DW E!E! NUMMUMKINKTO wilmmucm NOW wa-M MUM �''m tmow `N �wtamw_-T' �� mm rEMMISIM mm KZM KOKM mmw-TI-M m mrm®-m am EXIMmr com mrwm om m•� mm NEKIMMunm MM" smom IUEiK;Em MUMMMM /�I'ii ® n� KMKM ��7EEMKEC=KEM n� ��m tlEl! KlImmulYfflE OE>w K.JM=NWM NJMwM I7fX7K,'f,IW rclrri! • MI KIMIRAUM mm IMMIK M mmm WMAR KIM" m. ImIllm&EMWAIEM Km mAUlim KM "I L� E31'i�� mtM r`EEEj slu=Wum "WIN 0OM SUM■rcx.'m IMENKSM 00 om txl�rc oioo NECO ©m � E! KEMOM-M om �K" mm �1��� mm ` NICE " 0 � CEP "o■'!t7!l MUMEif�E� MI Mims" l -mumil f!E!' iiomm tlEn, mmmm mu !IMEMMI �SYI� ��EIlI 1['i�." K-11 s ©o NI-mmu i w'lt:!' E�L� tlEl! MIMMMA 00 ®■ -lin dm mrOR:0 do saimmoam ■r_AlEm; c�r� om toa� 09r■m t malim ©1 cn�rr�f3� mm: R>143i�lfi:E !!E! Zmw iw MWwm � WBo ! 030 M'AMMIM am Wj&W1= a t.. t. HdW BLS COiiNTY _-: NIIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section 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 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 mgnner,, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or guspend:he evof such product or material within their jurisdiction. RER reserves the right to revoke this acceptlUV, if it is dgtenr�ned by Miami -Dade County Product Control Section that this product or material fails to meet 4w wgyiremetLt? 8f 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: Model 1200 Heritage & Oak Summit 3000 Insulated Steel SectionelGarage Dee: up to T-0" Wide with Impact Resistant Windows (DP +57.0, -67.5 PSF) • • • • • • APPROVAL DOCUMENT: Drawing No. IRC-1209-189-21-I, titled "Model #1200 I eri ape & Oak • Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, date4 05/98/2003 milli' revision C dated 10/28/2013, prepared by Amarr Garage Doors, signed and scaled by Tliiotu'&s L. .. Shelmerdine, 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. See sheet 3 for Polycarbonate panel glazing, not to exceed 3 8-1/16" Wide DLO x 10-5/8" High DLO. 2. See sheet 3 for Eastman Saflex PVB panel glazing, not to exceed 18-1/8" Wide DLO x 18-5/8" High DLO. LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0517.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. APPROVED � �JtO NOA No.17-1010.29 Expiration Date: September 6, 2022 Approval Date: December 28, 2017 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS "Submitted under NOA # 14-0414.10" 1. Drawing No. iRC-1209-189-21-I, titled "Model # 1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated 05/08/2007, with revision C dated 10/28/2013, prepared by Amara Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 14-0414.10" 1. Addendum to Test Report No. ATLNC 0909.01-13 prepared by American Test Lab, Inc., dated 05/20/2014, signed and sealed by David W. Johnson, 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 IQ44J � 0 � • 4) Tensile Test per ASTM E8 • •' •' • • ...... . ...... 5) Forced Entry Resistance Test per FBC, TAS 202-� - along with marked -up drawings and installation diagram of 9'x 7:21rga steel; garage door • Model 1200 Heritage 3000, prepared by American Test Lab, Inc.,j;e;sj Report�N'o. ATLNC 0909.01-13, dated 12/17/2013, signed and sealed by David w! Johnsort�.E. Submitted under NOA # 12-0228.03" '''' " ' 3. Test report on Evaluation of Painted or Coated Specimens Subjected tp Corrj ivy • 0000 Environments per ASTM Di654 & ASTM B117, prepared by Mcliifeolural Testing, InG; "': Test Report #A7420.01-106-18, dtd 04/12/2011, signed & sealed by Joseph As 4eed, P.E. "Submitted under NOA # 12-0228.09" 4. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 07-0706.05" 5. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0430.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 6. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Test Report # HETI-07-T707, dated 05/30/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS "Submitted under NOA # 14-0414.10" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/24/2014, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 12-0228.03" 2. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. Sk4� \ , L. --I-.r Ishaq I. Chanda, P.E. Product Control Examiner NOA No.17-1010.29 Expiration Date: September 6, 2022 Approval Date: December 28, 2017 E -1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 12-0228.03" 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. F. STATEMENTS 1. Statement letter of code conformance to the 5th edition (2014) FBC and of no financial interest issued by Structural Solutions, PA., dated 05/08/2017, signed and sealed bey Tomas ..... L. Shelmerdine, P.E. ; . • • • • • •; • ...... 2. 00*000 New Evidence submitted. • 00 A. DRAWINGS • • • • • • ...... 1. None. �•••�• ... . .•; :00' B. CALCULATIONS ' 1. None 00......• . C. QUALITY ASSURANCE . . • • 0 1. Miami Dade Department of Regulatory and Economic Resources (RER). . ...... ...... ..... D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0410.01 issued to Covestro, LLC for its Makrolon Polycarbonate Sheets, approved on 06/08/2017 and expiring on 08/27/2022. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. E. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61 Edition) dated 09/11/17, prepared, signed and sealed by Thomas L. Shelmerdine, P.E. F. OTHER 1. This NOA revises NOA # 17-0517.12, expiring 09/06/22. Ishaq I. Chanda, P.E. Product Control Examiner NOA No.17-1010.29 Expiration Date: September 6, 2022 Approval Date: December 28, 2017 E -2 311 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L e 17 Md NT PER SECTICIR 3 3/!'x % Et " a3 UP •o-v, r1m tams ATUOU v/(0W xLY N" Iwa iflC� iug m !9 W GE A 3I@I YiY® N[E OH3 614 STAE A EUSU ttk 6 1/!/OB CR t 9tAID A ftt 7Gt t1 Aff9WWII 5.`.. MAX WE wy�'F 8 a LAW DESIGN LQ `sue.• u'.,p ' +67A PSF -875 PSF / 2 arr W CURVAE COST V14TON4ALM " UM wv vum MODEL #1200 HERITAGE 3000 MODEL 11200 OAK SUMMIT 3000 (ORT, Lon. FLUSH & OAK SUNMIT PAMEM S LLW AY tAII tW tAA1aQ ow 31 emu ail DAI o 4 v WI 1209-189-2H g87 1 OF t 14 GA. FLAG BRACKET ATTACHED IO WMM JAMB W/ (3) 5/16 DI& X t-S/8' LAG DOLTS AND TO TRACK W (4) V4'-2D x 5/D TRACK SPLICE DOLTS AND NUTS S PLICETRACKS AT TWS LOCATION -20 JAYlI WITH ( SPLICE BOLA % NIaTS�LTS ,,(I) S/T6' DLA x 1-sf5' /LAO BOLT ATTACHED TO JAW AT EA. JAYS BRACKET 12 C.A. GALY. STEEL /Z ACHED //T(1) lle-. x 5/1 TRACK SPLICE BMT & NUT A I bf SEE (TABLE 2) EN PAGE 4 FOR JAMB BRACKET SPACING TRACK CONRGURA'RON FOR a'6' UP TO 14' TALL OC PR me f. REVBM jw=wpghR•hr she i4eA6 BA+rI•sewe blo•L� AMquac N• _ R1f�tNIW Rate PRODUCT RENEWED as comp Mm.I M!h the Florida N A,W a r 17-0597.12 Expiration D't•OWD612022 By M. s Product Control WOOD JAMB ATTACHMENT TO STRUCTURE rZvTW/MMT 3' LA6 SCREWS STAR 6 IB' AC U V2' EH7EDHENF) VER 'MePSI C2pE'TE YDCBE 3,W X 4' STARTING 6' FRON ENDS THEN LW = @ IM' EHBEDM ND LEEVE AMIM 31W X 2-3/4' STARTING V FRUN EN➢S THEN 16' D.C. U IIV EISEDNEND REDHEAD CIRD-i0.D SAr X 4' STD 6' FROM ENDS THEN e4' = OR V2' EMS Mk EM 1/C X 7MEN SC9! STARTING 6' ARM ENDS, USE PAIRS [IF FASTENERS (3' APART) AT D' OC. Q 1/V EXIMEND - HILTI V4' X 2-3/4' KWIK-CON IT+ SCREWS STARTOKI 6' FROM ENDS, USE PARS S•' FASTENERS Cr APART) AT 8' C.C. C 1/4' ENDEDNENT) ' WLTI SL B/S' X 2- 4' STARTING 6' fRON ENDS THEN RV DC. 0 1,14' EMBEDMENT) M USE FASTENERS FOR HO.J_DW C-BB BLOCK) •LAGS AND BOLTS CM 1C CUWERSUW TO PROVIDE A FLUSH lULWDEG SURFACE. xPREPARATWH DF VfAD MM BY OTHERS STRUCTURE STRUL7IJAE STRUCTURE . m I/P• m p)(yB-3/4' MIN I:DE' KN 4` P. JAMB T WN PAODUCrAMSM s•oils 3 "ftmcfEDdd• PA01)UOwRwa= Eg Aom. -1 �%Z b*YdldiAgtlo6ewiBILM17wMe 7 A[gymoa Din (B By hedYd U•Ieet 11� �n AahatCa�d • • • • • • • • • • ••• • • • ••• • • I V UtSDRRB DFW= B4E A IELBIBWE4 B WDLDDffi1BCDa1 t ItBD tt. N WM e' x 14' � • C'+, ��+�' •' as DESIGN LOADS +57.0 PSF € CIE .?b; Y _ !: -87.5 PSF •• BWACT RESISTAROE rFL '• "'» �''^•.,.:• �� MODEL f1200 HERITAGE 3000 MODEL #1200 OAR SUMMIT 3000 :ORT, TANG, FLUSH & OAK SUMMH' P OE awsr = ORE 0{/W am BOPS 3 mull =1 w Byars W-120PW2H SHT I T4 4 .■ p•pyty MdI dd�iF� i PRODUCT RENEWED to co.. Waq wFrn tb. 17.r1d. B.Rmn- Code NOA-Na 17-0517.12 Exp� OS/OB12022 �Y PTodnd Contro RFV r Vf ORRU➢R AWiROt HIPACT 1STYE R FRABE /w3Ts STYE aM cLAu osER I FIAI.OLON POLYCAMATE NftrACTtRE1 3r MYER vE 01 .E SECp B-B BPACT VITaW BETAIL .rs. r GALY STEEL. VfTQ= RIPACT VVWV FME GALV M L EXTERIOR TMPACT VD®OV FRAME WX WE M v1/�nVE M ff u STEEL ST. am StOM- WAE_.. EA GA STEEL V= St1Ml I L," EX716IDO RNC INTERIOR n=OkATIVE v1nAOV rRAFE 1. 3Ad' X }/2'BSTtfJ�iVp-�TUSED T7O�ACT iFE EEl IMERat RPACT VR9OV FAM S 1144' X VV 3MV - USED TO fASM DECORATIVE PLASTIC 1mm %Tam rRAIE TD YM ASSEMLY MAX. Ie-1/e• BLC z 5 � is S/�' aln IWACT GLAZING FASTENER DETAIL GµLAZ24 NEETS ASTH E1300-04 F70( tE4SP177QlY5NS tuH 14 S iPWN VFWJN C -0m OL?. Qmf4 hftm t vxIf ia7.D PSF �/ IWV% e7.5 PSF 6 **b em fwdeR 3 3/D' t'AfiA R-7Rf3S 3 S/.• X E2 fiA R TRWS ATTAO" V/ W vlr x 3M• MIX HEAR AOWA PER 3rxe ATTALTRD V/ (S 1/r x V.r FIX HEAD Saaw AT EACH COM VMf • • • • • • I pRpl AR.� • • • R-Tm 3PACSR A.xAy..oe N► x-TZ= R-TRUSS SP �� • • • . • • . N.26 R-TRUSS SPACER � • • ICES • • • • • • • • • . . • • •. •• • • • •• •• 2 LWI U3 t:a.FA¢ cmRr voar�eNxlA�Rc. olas wvaum+.vF MODEL #1200 HERITAGE 3000 MODEL #MO OAR SUMMff 3000 ORR, Lour, FLUSH & OAK Sulam PMELO BM7F 8f 0TF 0LE y/pJ� on I= B tlm�eeF aA 10 mh 6-1209-0-23-1 301 TABLE 1 DOOR SECTION HEIGHTS HEIGHT Btm #2_ #3 #4 #5 #6 #7 #8 7911-4 Ud 9A1, M-0 v MAS ITT 21' 21" 21' 21' 21- IT IT 21' IZ W 21" 18" IT 18" IT IT IS- 21- Ni'virmA - Ta7w ME ME 15Flrk, 1416" 1* 21' 21' le IT 18' 21- IV 6" 21' 21' 21- 21-121-121-1 ln� QW IT :21' 0 m 21" IWm A TA 2iE �M -a-N at W 21' IT W IT �Njv—.-- �I:S° W, W-A;W V fr 21' 21' 21* - 18' , 18' i 6"E"d42. MI v 6-6- 121-11T 118". 121' TABLE 2 FIT*--071-;g MR 2 FR2 K M F3 9 M 9 3 k M- W MONT01 '. W-R 1 h M 4 R N, M- -F, F OR m ALL mzAcK ArrAoww spAakG +I—e ALLOWED V4TN SYP OR SPF NO. 2 OR BETTER ONLY PUDDUC r RrAwn a with at SNkl "dift reme PRODUCT RENEWED � comp=lth the Flarlda Suffell" MCA -No. 17-0517.12 :7 09106120= Mlnrnl-0w)f* Product Control zw 90 r7 FO PMW=CFJU= lux p A I mmmwl lipm rx ImnsFamm le f DEWN PSF LOAM +57.0 -87.5 PSF f 8.0 9UFM9 ST NAL ARGE 3' FL WACT JUSMTANM 6" thomw Cow WwAmtmw MODEL #1200 HMTAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORr, LONG, PLUSH & 0" MUM FAMM atom R psi km "m I mawmi