Loading...
WS-17-1127 Perm O, Ss 7-112 7 �sK°.' LMiami Shores Village ■ Permit Type: lndows/ Cutter 10050 N.E.2nd Avenue NE why OJassflcat/prt; 4rillge Door Miami Shores,FL 33138-0000 Permit Ste#us.APPROVED hrsro— � Phone: (305)795-2204 �'teRivA , ' ate.4 t1€ 7 Expiration: 1 / 1 x Project Address Parcel Number Applicant 501 NE 92 Street 1132060141120 Miami Shores, FL 33138- Block: Lot: LIZA ROSE CIRALDO Owner Information Address Phone Cell LIZA ROSE CIRALDO 501 NE 92 Street (917)744-1879 MIAMI SHORES FL 33138- r - l 501 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone _Valuation: $ 1,900.00 JOHNS GARAGE DOOR INC (305)822-2951 _. .. Total Sq Feet: 63 Type of Work:REPLACE EXISTING GARAGE 9X 7 FOR A Available Inspections: No of Openings:1 Inspection Type: Additional Info:REPLACE EXISTING GARAGE 9X 7 FOR A Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-4-17-63792 DBPR Fee $2.00 04/25/2017 Check#:9329 $50.00 $76.20 DCA Fee $2.00 Education Surcharge $0.40 04/25/2017 Credit Card $76.20 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z ning. Futh rmore, I authorize the above-named contractor to do the work stated. 0 ' 1- - April 25,2017 Abt1horized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 25,2017 1 Io� 4 Miami Shores Village RECEIVED Building Department APR 2 201' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 CL; Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S FBC 201 ' BUILDING Master Permit No. w PERMIT APPLICATION Sub Permit No. 0910'EDING Ej ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL F-1 PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP n� / �q ) 0 (',�,yy� CONTRACTOR DRAWINGS JOB ADDRESS: Sol ' `� t q`_6y l�1►" CJLA ,7 City: Miami Shores County: Miami Dade Zip: JSe� Folio/Parcel#:1, "` 0620114 - 112.0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: 1 FFE: J OWNER: Name(Fee Simple Titleholder): 1 J1 z(3Rme fa tAc� Phone#: 17 WTI Address: and104 City: ( f' \ -moi'{7W 3 State: Zip: Tenant/Lessee Name: Phone#: Email: 1 CONTRACTOR:Company Name:�0\_)n S (CIC,I 1 W( 1 nL Phone#:SUS- bid"O"IS Address: ZZ (Ld 4RSi "+L1P` 5y City: Ci I'Q L h State: 1 Zip: X01(o Qualifier Name: 77� h(cn Phone#:-2p-:R ona'-0aaI State Certification or Registration#: Certificate of Competency#: QC4 BS�cam0p N I DESIGNER:Architect/Engineer: Phone#: Address: a �p 1 0B City: State: Zip: Value of Work for this Permit:$ 1 Square/Linear Foota of Work: Type of Work: Elition El Alteration El New epair/Replace ❑ Demolition Description of Work: i c ncl 0c, A f:r r i Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ /n....:...Ann/1./'fns Al 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. Signature il Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of �IId�L 120 by c>1 C1i�, _day of 20 , by 2n koe (A {u�UD who is personally known to 1�'1 �. Q( ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Y Sign: Sign*V,Print: S61J 811174 ll Prini Seal: Seal: SUSANA C.FERNANDEZ C MY COMMISSION#FF993291 Notal P+ State°f Florida -djgiq���0p EXPIRES May 17,2020 uAtura Medina F X72 IIe*ok k*irk k ye ye t407)'p38B-0ii� 3***** IOfpi�k * * ak k** #*k+k+k k*k*k k**#44*k***k *V�% «" ars APPROVED BY �� Plans Examiner Zoning Structural Review Clerk �- r CTQB Construction Trades Oualifymg Board BUSINESS CERTIFICATE OF COMPETENCY J h 99BS00141 ;JOHN'S GARAGE DOOR INC D.B.A.: TOO JHON F Is certified under the provisions of Chapter 10 of Miami Dade County rf 71 p x� 7r _c t 4'"" "� . *•'�,: ,a ,w Z :.,i.;dis t QUALIFYING TRADE(S) 0022 GARAGE 0018 & INDUS DOOR FFNCE i' ,'=NOR SeCrelarV of Ifw Hr.artl �:J�'<j� ©yak lka,ra GaM Co,nOy,cla,en a®p,t%Cw��i.y ., ,a i --� i Mu Icl al1C6n r � '' ' "Realp Miami--Dade d � �.a F erida —THIS IS NOT A-51L qbAq7 'A ' l i. hCC N4: 9BS0 1 4 ? t3USINt;B��tAMlLOQATIONtt:Gt:tl�t FNO CARACt,100OR INC c� P'?'EMBER0 . t Our ant to county Code Sec 10-2 a PA x �C?WNER "- TYPE OF Bt)StN 85 _ PAYMENT RECEIVE0 JOHNS CARAFE DOOR INC SPECIACIYUiL®iNG CpfVTRACCJR sy,TAX C lLLEC�R a 0 This receipt is reit I€ i atf wr cog Municipalities:Aventufa,Doral,Hialeah,I(S A'ca, Miami Gardens.Ntinrni 4 Pit!tretta Say,Pinectestr Sunny Isles Beach,To+ of mar D . �41A1�11OAMFer more information.visit www m1amWade oVhaxcolle0 � idui apk' Scanned by CamScanner Local Business Tax Receipt Miami-Dade County, State of Florida HIS IS NOT A Hl! Du N0 T PAY 4150942 BUSINESS NAME/LOCATION RECEIPT NO JOHNS GARAGE DOOR INC RENEWAL EXPIRES SEPTEMBER 30, 2017 2266 VV 79 ST 4334801 NA.u-,t HIALEAH FL 33016 Code Art qk 1() OWNER SEC.TYPE OF BUSINESS JOHN'i GAR.RGt DOOR INC -46 SPECIALTY BUILDING PAYMENT RECEIVED CONIRACTOR BY TAX COLLECTOR Workori,) 54S.o0 07/13/2016 ECHECK-16-170091, This Local Business Tax a Re"III only confirms payment of the Local Business Tax rile Rej;ejjjj is o0 I license, Period,of a certification of the holder s qualdicallolls,10 do business Holder most cOATIV with any of 1101h](W-m1widdl roquNlitiFy laces and lettioleoliolts which apply to the hosoless governmental The RECEIPT NO,above must be displayed on all commercial vehicles -Miami-Odde Code Sec llla-2M For more information,visit WWvvmoaojjda(h;govIla x cal lector ® DATE(MM/DDNYYY) •A Q CERTIFICATE OF LIABILITY INSURANCE F 04/21/2017 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 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) 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). CONTACT Jih Perez PRODUCER NAME: _ _— -- - - PHNE (305)275-1711 O Absolute Choice Insurance a No Ext: (305)275-1777 _ (ac.Not: E-MAIL info m absolutechoice.com _ 9415 Sunset Drive Suite 151 ADDRESS: G Y _ __ _ INSURER(S)AFFORDING COVERAGE - I_ NAIC# Miami FL 33173 INSURERA: ESSEX INSURANCE COMPANY INSURED INSURER B: JOHN'S GARAGE DOOR, INC. INSURER C_ - 2266 West 79th St INSURER D: _ __ — INSURER Hialeah FL 33016 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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.ADDL INSR TYPE OF INSURANCE NSn SUER POLICY NUMBER _TMWDONYYY OLICYEFF MM DDrrYYYY LIMITS I LTR SD D X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE T RENTED - -- - CLAIMS-MADE l PREMISES(Ea occurrence) $ 100,000 IJP OCCUR ail I - � -- -- MED EXP(Any one perso n) Y Y 3EH4763 03/23/2017 03/23/2018 PERsoNAL s ADV wJURY $ 1 1 000 - $ 000,000 A ---- �GEEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JE 1 LOC PRODUCTS-COMP/OPAGG $ 1,000,000 C $ OTHEINED SINGLE LIMIT ULBB� dentAUTOMOBE LIABILITY IYURY(Per person) $ $ - -ANY AUTO — ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS - - - - - AUTOS NON OWNED PROPERTY DAMAGE $ F y HIRED AUTOS AUTOS _(Per acciden0 $ UMBRELLA LIAROCCUR EACH OCCURRENCE $ � - EXCESS LIAB i CLAIMS-MADE AGGREGATE $ DED ' RETENTION$ $ WORKERS COMPENSATION STATUTE OTH- AND EMPLOYERS'LIABILITY -- ER _ !ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.-EACH ACCIDENT -i$ In 'OFFICER/MEMBEBE NIA R EXCLUDED? ❑� (Mandatory ) E.L.DISEASE-EA EMPLOYEE $ - If yes,describe under E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below I'll I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Door or Window-Installation,Service or Repair Additional Insured Blanket Endorsement CG20330413;Certificate Holder is listed as Additional Insured Waiver of subrogation applies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village 10050 Northeast 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores,Florida 33138 ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD JOHNS11 OP ID:YR AC���.'C� . CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 04/24/2017 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 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(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 NAME T Chrystal Martinez _ BenTrust Insurance Group PHONE 305-722-7058 701 Waterford Way,Suite 300 ALC,No.Ext): i�ac,No): 305-714-4401 Miami,FL 33126 AOQREss:cmartinez@bbmia.com INSURER(S)AFFORDING COVERAGE _ NAIC# INSURER A:AmTrust North America,Inc. INSURED Johns Garage Door,Inc INSURER B: __ ___ __ _ _ 2266 West 79 Street Hialeah, FL 33016 (NsuRErtc_ - -_ INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM DDY/YYYY MM DDOLIC/YYYY LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE DAMAGEENTELJ CLAIMS-MADE E OCCUR PREMISES(Ea occurrences_ $_- - _- �J MED EXP(Any one person) $ -- PERSONAL&ADV INJURY $ 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ _ �GENr- -I PRM ODUCTS-COP/OP AGG $ POLICY C PRO-JECT LJ LOC --_- ---- OTHER: $ �AUIOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accidents ANY AUTO BODILY INJURY(Per person) _ $ ALL OW NED SCHEDULED BODILY INJURY(Per accident) $ AUTOS - - AUTOS ~~ NON-OWNED PROPERTYDAMAGE HIRED AUTOS ' AUTOS Pe $r accident)_ _ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X STATUTE ERH_ AND EMPLOYERS'LIABILITY 1 000�00� /� ANY PROPRIETOR/PARTNERIEXECUTIVE Y/N IAWC1051119 06/23/2016 06/23/2017 E.L.EACH ACCIDENT - $ _ - OFFICERIMEMBER EXCLUDED? ❑ N/A �— (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If as,describe under E.L.DISEASE-POLICY LIMIT$ 1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) License#99BS00141 Door or Window-Installation,Service or Repair CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD ......... ....... ,fE- �2- f'/) AN) CA Agak W 2-G Z6., n 66.66• 6666 6666•• • ry 609:99 00000 :* Soo: • 0* 0000 00 000 0*000 *000:0 + :000:0 0*0000 • 000 0 0 *00 :Soo*: 0 • RECEIVED PR 2 5 2017 amp ST PERMIT #: Miami Shcres Village APPROVED 13Y DATE ZONING DEPT BLDG DEPT I SUBJECT fo CCNIPLIANCE W1 FH All FEUERAL STATE ANo U(,IjN i (HLL-�S AND REGULATIONS STRUCTURAL SOLUTIONS,P.A.* Project No.: 17-002 5921-G West Friendly Avenue Date: 4/20/2017 Greensboro, North Carolina 27410 NC Firm #C-1096 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1 for Components &Cladding, based upon the design parameters listed below, using the Load Combinations in Section 2.4.1. For use with Florida Building Code 5th Edition (2014). Building Address: 501 NE 92 St Miami Shores, FL 33138 Garage Door Width: 8.5 ft Garage Door Height: 7 ft Basic Wind Speed: 175-mph- Exposure'..' *: C .... Mean Roof Height+--;- 1.25-ft-' **ease Least Overall Horizontal Dimension of Building`."` 37 ft . ;....: Distance from left building corner to edge of garage door opening::::E.167:ft Distance from right building corner to edge of garage door opening:....2.167 t ... ..:..' Roof Slope' --• any Slope ...... . 00 Positive Design Pressure -s . 35.4;PSW Negative Design Pressure +40.8•psf .. Design Assumptions: The building is considered Enclosed as defined in ASCE 7-10 The Topographic Factor for the building is 1. The building and garage door measurements shown above were provided to Structural Solutions, P.A. by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the responsibility of Structural Solutions, P.A. This document is only to be used in conjunction with garage doors that are manufactured by Entrematic. •. �4 No. 485 +, '. STATE OF R � *1 `.........►+• STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina,Inc., FL Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579) MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiamidade.gov/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 acceptg(lMaler, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,siodgy,or suspdridbt'he use of*••;• such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it 48Ct8rmined •• by Miami-Dade County Product Control Section that this product or material fails to meel:ttt requiterhents of tht••••• applicable building code. , •••• This product is approved as described herein,and has been designed to comply with the Florid•aeNilding Vbode,• . including the High Velocity Hurricane Zone. • DESCRIPTION: Model 1200 Heritage&Oak Summit 3000 Steel Sectional G31r. Door u��e�-0" �����• Wide with Impact Resistant Windows ...... • APPROVAL DOCUMENT: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;daJ&db 05/08!`2007,with •••• revision C dated 10/28/2013,prepared by Amarr Garage Doors,signed and sealed byTh$mas 1•.••. : • 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 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#14-0414.10 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrcra,P.E. NOA No.15-0505.22 MIAMI•DADECOUNTY Expiration Date:September 6,2017 Approval Date:July 23,2015 015/11;12015 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Amarr 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=-94 2)Large Missile Impact Test per FBC,TAS 20$-94•• •••• •....• 3)Cyclic Wind Pressure Loading per FBC,TAS 2031% ••:see• ••0 0• 4)Tensile Test per ASTM E8 sees.. • 5)Forced Entry Resistance Test per FBC,TAS 202 sees.. ' ' G. .e . along with marked-up drawings and installation diagram of 9'x• •34 ga steel49 rage ..f.. door Model 1200 Heritage 3000,prepared by American Test L•Iki,'ft.,Test Itewrt 00000 No.ATLNC 0909.01-13, dated 12/17/2013, signed and sealectM]%vid W:*Jolinson, :• P.E. fees.. sees.. . Submitted under NOA #12-0228.03" e e 'e"e 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrdsite Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing, Inc.,Test Report#A7420.01-106-18, dated 04/12/2011,signed and sealed by Joseph A. Reed,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 Candida F. Font,P.E. - o7�t6�15 Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0505.22 Expiration Date:September 6,2017 Approval Date:July 23,2015 E-1 t Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted tinder 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. . . .... ...... l). QUALITY ASSURANCE • ...... .... ...... 1. Miami-Dade Department of Regulatory and Economic Resoutt t,(RER) • .... .. • .... . .. ..... ...... . ... ..... E. MATERIAL CERTIFICATIONS "Submitted under NOA #12-02 .10J' 0 • ...... 1. Test report on Surface Burning Characteristics on the expando poystyrene WL file# • . . . R11812. . •••••• ...... 6.0 ...... 00 1F. STATEMENTS 1. Statement letter of code conformance to the 5'h edition(2014)FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L. Shelmerdine,P.E. 40 7 1*5 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0505.22 Expiration Date:September b,2017 Approval Date:July 23,2015 E-2 E�A:lll FCOW,E ATTE4 GA MIN LYEST6R ANI (P.x 3,4' ATTACHES CREOyBNED OV PDL7ESTCR fTNISX 4•%3/4'ItdC 160.6 SCRCVS 1E G0.WLV.CDXXERLMAL W 10 S&L STEEL aOLLER 14GA DIRASAFC T EACH END STILE TO P0.UR BRpCxEi V/9'STER AND O)7/16' CENTER NR(G£ATTACHED DJUSTABLE SLIDE RRM*WT ATTACHED ATTACHED V/(4)1/4' l0.T RETAINER IRED FOR © V/(4)I/4' 3/Y 1410..DHRASAFE IE GA MIA SAP V/(E)1/4•x Me DOLT AND NUTS 3/41 HEX HEAD S(JEVS THREADED FASTENERS HEX HEAD SCREWS ROLLER CARRIER ATTACHED [MO XWGE ATTACHED PER BRACKET M R-TRUSS V/C3)I/4'x 3/4' V/(E)114•x We' MEN HE SCREWS PER CARRIER 8 HEX HEAD SCREWS top SECTION 3 at"X PA G&C)3 SRI) • 8 CFC-rREE EXPANDED SAM STEEL It-IR OII POLY WSLAISOK TTACHEO .1 FIXI)NtC t0 3 S/O'%2E GA R TRUSS E•ID BALL STEEL ROLLER V/9'STEM cams PCF) V/(� AI.x314'HIX READ ATTACHED V/(2)I/Y x 3/4' AND O)RCiNNER USED FOR 21RA RT EACH STILE,I tM REX HEAD SCPEVS PER STILE 3 SAB'EBGA R-TRUSS' S AND SHAfIS PER ROLLER CENtp(/0 ENDDSTR[ET A ATTACHED V/AC 1HI % )� • 3/4'HEX HEAD SCREWS 1464 DIRASAFE AT EACH HINGE TOROLLEREND CARRIERS ATTACHED TO END STILE V/(4)V4•x 314' CFC-TREE EXPANDED TYPICAL TOP FIXTURES 1 )EX HEAD SCREWS Ace caRRIER DLYSTTRENE UOUATHIN 1 N.T.S. TYPICAL DURASAFE CENTER HINGE 3 5/B•P.EGA R-TRUSS 1 3.DENSITY N.f. '2 ATTACKED vl/¢X AD 5C3� SLIDE LOCK ENGAGES INTO VERTICAL a.9T3,u=0.t7 TRACH DN BOTH SIDES SIB'WN (SNAP LATCW at LOCK HAIL OPTIONAL) END HINGE _+A ATTACKSCREWS VAe>1/4•x 314TLX HEAD N GA _ TYPICAL DURASAFE END HINGE MoUUCi'A6YL N.T.& — Wo � gaQ�r%NYItb INt F10t� 3 PER SCCTIOG C RMA.STRUT ATTACHED V/ CDdR 3 S/.M%E2-T(3'J KSI) (E)1/4'X 314•HEX HEAD SCREWS A.C.P NR NA GALV.STEEL 3/4'S ATTACHED V/U)1/M x 3/i' ( / / 0.7 EACH END ETRE,CCNT[R STILE, R L)CA 17 1EX READ SCREWS AT EACH AND EACH SACK SKIN MIDWAY BETWEEN ENO STILE.(a A7 THE CENTER STILI AND END STILE A/- IKUM lD ATI wCK DAND(AY�1V[[N a A(INRi R'Ad1X,,:ORQd MNG[AND EIID SIU BOTTOM BRACKET • • 13 GA ATTACHED . - V/(4)I/4•%3/4• (1)E•EO GA(33 KSD SEE(TABLE 1I ON PAGE,FGR f E'W BALL STEEL RTLLFR V/9•STEN HEX NEAR S[REV$ SIM LARGE MISSILE ��� WTTOM ,� RECOMMENDED SECTION CONFIGURATION 3 AND O)RETLAM USED FOR THREADED SWIFTS PER ROLLER a IMPACT RESISTANT ASay nACH RRACKET ATtA(XED _TYPICAL BOTTOM BRACKET ¢ Q NE(9 VP z 3/P RIAXCX HEAD SCREWS I PiLDUUC73tFiYlSfiA �trt'D�t Rama R�1'rpt)sR S5ECTION A-A(SIDE MEWfif Catle rt'r.0. t. H��a ? CIFlc'aTIONS AND NOTES DF. If01 OF WM A KIrLaO mil a In/42 lCel 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL g UWE10mM, TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF C NO MM WOW INTERIOR OF GARAGE THE LOAD TRANSFERRED FROM THE DOOR. _ ...... �^ 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: ,. —A MAX.WIDTH 2'0" +256.5 LBS/FT & -303.8 LBS/FT 0 ? 34' 3.DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED 9 ji °�IVS' ••• 'Fip„�••, P• AND BVSTALLEO WITH STANDARDS AS SET FORTH BY DASMA. ••' ''•�•• V B. 4.DOOR SECTIONS SHALL BE 24 GA.(.0218)MIN. EXTERIOR SKIN DESIGN LO 6 •,� •� B +57.0 PSF ° �• INSIDE ELEVATION DESIGN LOADS® ROLLED FORMED,W/BAKED ON POLYESTER FINISH -67.5 PSF �N 8679 a RLS +258.3EBS/FT SEE NOTE 2 5.DOORS UPTO 7'0"HIGH CONSIST OF(4)SECTIONS AS SHOWN. 12 �•: .' 8 -303.8 LBs/FT USE(1)3 8/8"R-TRUSS PER SECTION AND 1� T STA (i)2° 2010.STRUT ON THE BOTTOM SECTION � �• � •'•,Ras(�t�,• sTp�WOU DING 6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 �, ,�Q,, "• 3 3/4•NTN. (i)E-1/E•x 3-Im lop 1t/RFIa�SEAL ON PAGE 3 LARGE]MISSILE� '•.;)Sl���:•'� � aMD��E-- SACNER PLATE AT EACH �1PPlIED 7 UPP TINC STRUCNRAL Et.EMENTS SNAIL BE DESIGNED •••, QQ INTCNXCDIATE AND END HINGE ME STANCE L IDN •� 'i REe P ES"AL•EN0NEEReROR WIND LOADS FL M EO GA GALV.STEEL END 575.E { ATTACHED WITH)ID 96 x 1-M4' •INDICATED N ��SSJRRTfFllIIRI $I•AD�TIO10 TO OTHER LOADINGS. scRE+rs THIS p �*AS MMgUFACTURER TO DO TESTINGmay.�LRpDOOR�ANELS UNDER THIS2kar•NOTICE•pT•pCE4N M SIE SPECIMENS SHALL BE �` 5/16•x 1 5/8•LAG 03 1400.DURASAFE ROLLER CUT FROM EACH COIL AND SIL ED ACCORDING TO ASTM MS FARAIAGE COAT VIHSTO*-SALEM,NC. 0103 VVVAYIRAf N SCREW(D PER CARRIER ATTACHED TO R-TRUSS E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY )0."R BRACKET H(READ WS THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MODEL X1200 HERITAGE 3000 MANUFACTURER MALL MAIL TO THIS OFFICE: A COPY OF THE TEST MODEL #1200 OAK SUMMIT 3000 s/"X eE GA Y CAL9.s1En tAACK • t$H1TF1 GaNFIRA RRON THAN 711E S glgMENS WERE SELECTED SHORT, LONG, FLUSH & OAK STITJM[T PANS f0 V4-20 x S/e•TRACK ES S/e'R-TPUSS) TRA(K INICxNESS.0&)' CONE 9El(71CAL.lAUO P)t0 SPLICE SOLT AND NUT PER STP Da SPF : COILS A22_74 MANUFACIURlR PROBUCfiON FACILITIES. AND mumay HD DIJ( d IS ORAI�NJYLTA JAMB BRACKET (NO.2 OR BIT") •:FRO A N ARIZZ�EO ST ''��MMF�1T FROM I"WANNFAWURER THAT ONLY /� TRACK MOUNTING DETAIL • COIL �pBTFTY,EL� EkGI}( dk 3%,60D FRI OR MORE SHALL BE g man 6T sci Hou "tw IRC-1209-189-21-1 N Ys •• USE4 TO MAKF•Q R LS FOR Dj)E tT TY UNDER THIS / Nwo TAOFCE ACCEP ANCE SHED U ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD JAMB ATTACHMENT TO STRUCTURE p X 6 VERTICAL JA.H ATi K NT TO VODD FRAME STRUCTURE 9/16'X 3'LAG SCREVS STARTING 6'FRDH ENDS THEN IB O.C.O V2'EMBEBMEND EmEk',T x ATTACHMENT TO P DOD PSI CONCBEIE,SDLT 3/8'%4'STARTING 6 FROM ENDS THEN 24. /2'EBEE )E ANCHOR 3/D'X 2-3/4'STARTING 6'FRGM ENDSTENT) REOHEAB(IRU-HOLT)3/B•X 4'STMTING 6•FROH ENDSTEN4O.C (2EMBEDMENT)ATTACHMENT TD HOLLOY C-90 BLOCK'X 3•T1TEN SGREVS STARTING 6'fROM ENDS,USEOFFASTAT B'OC.<1 1/2'ENBEDHENT)CJ2 APART)ATI 8'D.C.<l�l/R4 VEHBEDNEINn 6•FROM ENDS•USE PAIRS �' ^6X A7TACI:;ENT TO rRItIrtEB C-9 DIx(2000 PSi G HB.TI SLEEVE ANCHOR 3/8'X 2-3/4 STARTING'-FROH ENDS THEN 2DROUT)O.G O I/4' EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) .LAGS AND BOLTS CAN HE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. .PREPARATION OF WOtlB JAMBS BY OTHERS WOOD ICUNCRETE HOLLOV BLOC GROUTED BL STRUCTURE STRUCTURE STRUCTURE STRUCTURE 14 GA.FLAG BRACKET ATTACHER TO WOOD JAMB W/(3)8/16 DIA,X 1-8/8'LAG BOLTS AND TO TRACK W/(4)I/4'-20 x 5/8 TRACK SPLICE r-.- 1/2'H)N 2iIN 1NIN 4' 2X6 JAMBTYP. 3'MIN ACKS AT THIS LOCATION 4'-20 TRACK SPLICE BOLTS&NUTS JAMB PATH(3)5/18'DIA.x 1-5/B' pauoucrmav S o ••Ieoy6mv,iisenad" taoUUmacvm RkY OESBPODIaRE1190(i DIIE N, Of 4E Md�� �' a �tamnnu B 1p/� In. AoOeylmm m°4-04 ./o a IFDATID 10 RC Sam lop ms ao•�H C Imm R1AS00PDR5 tamps.... rx-EZZ .......... �h (1)5/16'CIA.x 1-5/8' �•• S'-(R.'/._�• @ LAO BOLT ATTACHED TO JAMB ,'/•.7�`,p �•.� AT EA.JAMB BRACKET 9'x 14' ��• �"". "fQ e • d fGN LOADS km +57.0 PSf 7��:• o. 67 '. 12 GA.GALV.STEEL -.87.5 PSF � *. , (Sp me) JAMB BRACKETS .�•� l E ATTACHED W/(i)1/4'-20 x 5/8` • ''�< tlwoiXJl TRACK SPLICE BOLT&NUT E� ::'Q•i. 8 TE aQF`• j SI �� • O,E�,,r:�a`G '' 3 LARGE MISSlLf •'eJO( C?_, 17 RESISTANNCE FL .... os 2"� .• � � � � •� Qom, I67 CARR74GE COAtT ViNST@1-SfLEW NC. 2710.1 YWAxARRLmI A 1 MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SEE(TABLE 2)ON PAGE 4 • • • •• • • SHORT, LANG, FLUSII & OAK SUMMIT PANLU FOR JAMB BRACKET SPACING • ' • • (•i• gal w"BY BIC OAA 0IJ16p1 WAYS NATER TRACK CONFIGURARIX4 FOR 6'6'UP TO 14'TALL DOORS • • • • • • B ABT Sn D)u ropelw RC-1209-189-21-1 ••• •• AvuIABI•TBA oalOcvAATwxs • • • 9EET Z O 4 ov • •• •• • • • •• •• ••• • • • ••• • • A37.6060 EXTRUDED ALUMINUM 381}'MAX.DLO IMPACT INTERIOR FRAME 047 OB X 1•PHILLIPS V/.378•BITE ON GLASS HEAD SHCETMETAL SCREWS TIP SECTION USED TO FASTEN THE ALUMINUM V4•MAKRALOM POLYCARBONATE INTERIOR FRAME TO THE NAIUFAITlDtEO BY BAYER ALUMINUM EXTERIOR FRAME l0� MAX.IILO V8•X VB'CONTINUOUS 1 0!\PA)xL [MPAGT EI aING„EA i R IL ie IL INTFRMFDIAIE SECTION A38•6060 EXTRUDED ALUMINUM 018078)HOT MELT SEALANT IMPACT EXTERIOR FRAME MANUFACTURED By BISrI% SECTION B-B IMPACT WINDOW DETAIL N.TS. ) p -OPTION I I ONG PANFI GLA7E0 cECTI(BJ R-TRUSS1tN➢..,S.TI OLE_AYOUTN.TS. .033•GALV STEEL INTERIOR IMPACT VINOOV FRAME33•GALV�VSSTEEFM ETOXTTEIRIIOOERCIIM�pP�ACT WINDOW FRAME V/.8'RITE ON GLAS5A TOP SECTION T27.S STEEL GR S SKIN24 GA STEEL➢WR SK I31Wm OVERALL INER DETAIL1/e'0.EAR ANNEALED GLASS 090'EASIMAN PVB IHTQ6AYER I/6'CLEAR ANNEALED GLASS E1300-04 MA MFACTURED BY GUARDIAN SUREBOW SB-140 STRUCTURAL AOHESIV jNTF DIAT. C.CTION 3 5B 69•EXTRUDED RPVC INTERIOR DECORATIVE WINDOW FRAME WW= 0M DIX A lVaNas - Ind I3/l6•X V21 SCREW E-XT�USED TO TFSF �.V_ WIGS 2BI0 �_ TIAOEETS�TEEL INTTE�RIOR MPALT�VINDDIT7 iRN V FRAItE 7I _____ _--.... 3.11/64•X 1/2'SCREV-USED TO PASYEN DECORATIVE PLASTIC MILDED AZVG CPDCRSWINDOW FRAME TO THE ASSEMBLY _ �......SECTION C-C IMPACT WINDOW DETAIL.S. SHURT PANE ADS�.D: ,SF w.V_ �.JD. 879 "' pPIEQDUCE i1f�1M1SBD SF < / /�-�ytDy•Yb IPA Flaef66 € �. �'[941 C4f7D7ATER HINGE ATTACHEC _ ST1'tOOFHE%MEAD SCREWS E 333333 8/8.22GA.R-TRUSS �. SIE R ••'.O ( At),L3 8/B•X 22 GA R TRUSS ATTACHED V/t2>1/4'x p�cae-1 E Q W'•ATTACHED V/@)fI4'X 3/4• 3/4'REE WAD SCREWS • •�•HE%NEAR SCREWS PER STRE AT EACH CENTER SIRE ••• • • • •• CE I, 6 ••i •� ••• � • ••• PA.00OwUwICCA8Vt9PD y?����0PI0� ccs CAMI C T wRsra-SALM R0. E7=vwAMWe" poftR-TRUSS SPACER Aoo004MRB No MODEL #1200 HERITAGE 3000 R-TRUSS SPACER MODEL #1200 OAK SUMMIT 3000 ••• SHORT, LONG, FLUSH & OAK SUMMIT PANG R-TRUSS SPACER 5A • • ^ • • • • pmAeLtpM••+o) N.N.T.S. N.T.S.USS•SPACCW`/J�9' •• •• • ••• • • 91 WA•By Sm OAIC 005107 MC-209',NBJ 9 R21-I • •w • • • • • • B IM m Br 9° wrt °SlO m • ••• • • • SIUT I OF 4 ••• • • • • ••• • • ••• • • • ••• • • TABLE I TABLE 2 DOOR SECTION HEIGHTS DOOR TRACK ATTACHMENT ISPLICE HEIGHT Btm #2 #3 1 #4 1 #5 #6 1 #7 1 #8 HEIGHT A--B-F-C-F D FIG HI —l -J-T-K I L I M I N I S am6 IT 6" 21- 21- 21-121i;- 21' 18-118"121' 7- 3- 27" 38"146' W- 68- ; - BM6":i; �.ONihfv -,-;18 ms�,sj 4m WEI-'.'1,4 2XN.;-A I .40�; 49 IT ul 21" 18w" 18"1 1 18" 18"1 18"121' v 3' 14" 27' 38"F4 ' 66" 68" 78 igm 49 im m".$$!+.:�iM Men 11'6" 21" 21" 21*116' 18' 18 9 100- 1 a' 14!' 27" 38-146T 50' 69' 7W 88" 100" 10. 1V I AM4 X215, ARN-10 -W, 10'6" 21" 21" 21 21- 2 21" 19 S' W' 27" 38"146- 56-169- 78' 81r IOT 2" 6 6i" P14 F4 21" 14" 27 f 4.1 9 21" 18" 18" 18" 18" 2V 11' X 14V 27- 39'1 46- 6e'I 68- 78- 8T IGO"110' 124" 710, 7,187! ...? IS-�48? 8'6" 21' 21".21" 18" '21" 12' 3' 14!' 27' 38" 46" 56 68- 78- W 100-110"127 1 136' A -21- .4. Y4 T 6 1& 18- 18-118- 13 &' W 7" 38" 46' 1279 12z. I3qj 1 148- 'T " , ITO_0 TO 1 160- 66' 21" TWT- 18' 21- 14, 31 14" '2*�7 39' 46' ST 68" 78' 88" 100"114r 172-2-- 134-1146- ALL TRACK ATTACHMENT SPACING+/-2"ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY Fff USC W 0'RIM OAQ Iffimms 1/1(08 t81 Immlofic2m 12AIII DES GN LOADS VRODULTREWSM) +57.0 PSF f6mus : -Na.4 79 memoly4wado -57.5 PSF fl�i y: stoldwso$6 Hi . ACOWWM f"bm mwaio�k PN*Ad C...m LARGE MISSIE NPACT RESMANCE ........ so* 00: so FL 2karr, AaeyYlq IW Id lid COMAM MOT wmom-S&M UC. RIM VWAXWM 17 MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 04: Pmd wt SHORT, LONG. FLUSH & OAK SUMMIT PANELk 0 000 M WM BY UC DW W1141 mmmm oo* 0 0 0 : �e �2=9-18 9-21-1 0 e a =a w sm UK :00 • 000 0 0 • W 4 CF 4 0:0 0:0 4/19/2017 IM G-20170419-W A0012.j pg f� a hit Yll r r aawu _ -... at .�� ..z:�*r ^`�•zj�fs'o"" ^a d+` 5'ia�.,e i'#r�';;'b xt''i' �*,S ���. � r. � i„t, 'Z`'Ic.-�c,-iF•c .� ,asr1,-!w s` � � y 3 bAwa"4 �„ VA 5 ��,� a� �'�" ka rr'�.T�+.✓ t 'moi, air `�°' `�' �. .rrc a • • • ;, S�xS�st'r - � -'ii'�i•• � d ` v.;. r dAC'P �'4 ✓ }�ppZ d" ;r i � � it C -� 3 �v�. �..�. �.... '��r.+,.wa��}.Aw.h ,.w"k.,:�� :�+� s. of r''``� - „.. �. „�A',�'�a�.e'a$.;an�",� . ,.✓i�`n https://m ai I.google.com/m ai I/u/0/#i nbox/15b87b2f2O7l45ee?projector=1 1/1 4/19/2017 IM G-20170419-WA0007.j pg ell J � r i W x r ru �}. c https://m ai I.googl e.com/m ai I/u/0/#i nbox/15b87b2f2O7l45ee?pr of ector=1 1/1