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WS-16-2126 ' �� I Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL l Phone:(305)795-2204 Fax:(305)756-8972 Inspection Number INSP-264326 Permit Number. WS-7-16-2126 Scheduled Inspection Date:August 17,2016 Permit Type: Windows/Shutters Inspector: Mesa,Michel Inspection Type: Final Owner. ENCARNACION,SHIRLEY Work Classification: Garage Door Job Address:1125 NE 92 Street Miami Shores,FL 33138- Phone Number Project: <NONE> Parcel Number 1132050270380 Contractor: JULIAO GARAGE DOORS Phone:305-826-0260 Building Department Comments REPLACEMENT OF GARAGE DOOR. tnfractio fassed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction a Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid V August 16,2016 For Inspections please call: (305)762-4949 page 20 of 34 S 3 � � Miami Shores Village PBTtr it 7-ylgG.`1Nlf owsl3h0lk4s 10050 N.E.2nd Avenue NE M nrk IassrCatrCrt`Gar +g # oi3r ; Miami Shores,FL 33138-0000 r� h- P�tm t'Sta�¢,,A1'PRO ; Phone: (305)795-2204 R` Expiration: 02104/2 17 =. Ue i J 3/2016: P. Project Address Parcel Number Applicant 1125 NE 92 Street 1132050270380 Miami Shores, FL 33138- Block: Lot: SHIRLEY ENCARNACION Owner Information Address Phone Cell SHIRLEY ENCARNACION 1125 NE 92 ST MIAMI SHORES FL 33138-2934 Contractor(s) Phone Cell Phone Valuation: $ 1,900.00 JULIAO GARAGE DOORS 305-826-0250 .. _-_- _.__. Total Pq Feet: 144 Type of Work:REPLACEMENT OF GARAGE DOOR. Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-7-16-60785 DBPR Fee $2.00 DCA Fee $2.00 07/28/2016 Check* 1559 $50.00 $76.20 Education Surcharge $0.40 08/08/2016 Check#:1578 $76.20 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assunle responsibility for all work done by either myself, my agent, servants, or employes I understand that separate permits are required for ELECTRICAL,P MBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL wor . OWNERS AFF� I rtify that II the foregoing information is accurate and that all work will be done in com liance with all applicable laws regulating construction d z ing. uthermo ,I authorize the above-na ractor to do the work stated. Aug;ist 08,2016 Autoriz gnature:Owner / Applicant / Contractor / Agent Date Building epartment Copy August 08,2016 1 Miami Shores Village Rte' ' ` ' Building Department J L 2016 ]BY- 10050 N.E.2nd Avenue Miami Shores,Florid 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 t� _ BUILDING Permit No. PERMIT APPLICATION Master Permit No. W ( (o- 2-12- Permit Type: UILDING) ROOFING JOB ADDRESS: ` :.5 City: Miami Shores County: Miami Dade Folio/Parcel#: 03 b Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):AW Sf-I v1 If � NUA r)�( C,/®✓0 Phon$#:t 36 )9 '6 5y n Address: `t Z ktj City: k j to M V WJ State: LZip: .3 z 3& TenangUssee Name: Phone#: Email: CONTRACTOR:Company Name:_ ' �' Phone#C 141Y V �� Address: b 06 4 N ,W if I City: �A1G\Mk UAW State: zip330\�o e � kl �—Qualifier Name: Z1 State Certification or Registration#: Certificate of Competenc Contact Phone#:(305 1�� D`-()TS(i Email Address: C c�vU C.� V\6 (.0 DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 1 I 0 U• 0 V Square/Linear Foo a of Work: Type of Work: ❑Addition DAlteration ONew epair/Replace ODemolition Description of Work: Color thru tile: Submittal Fee$ 1® -OZ) Permit Fee$ CCF$ CO/CC$ 0 Scanning Fee$ Radon Fee$ 2 - DBPR$ 2— `Q-� Bond$ Notary$ Training(Education Fee$ Technology Fee$ 1 . 0)n Double Fee$—T Structural Review$_ 0 TOTAL FEE NOW DUE$ —16 Bonding•,CQmpany'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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC...II. 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 EMPROVEMENTS 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 lie aw broeh ill be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of ommen men must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is ed In th absen a of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent _ ontractor h The foregoing instrument was acknowledged before me this t_r�, The fore g instrumen as acknowledged befo,e me this day of ,20 �,by �� C�� 1 day of ,20 ,by , who is prrersonally�known to me or who has produced who is personally known to me or who has produced <1/reg As identification and who did take an oath. ak as identification and who did take an oath. NOT UBLIC: NOTARY PUBLIC: l Sign: Sign: - .-066 Print ( Lp Print LOPEZ � r� ®��E"�.�.� �..®��. i ;M µA1/C(l c.S10N#FF980020 My Commission Expires: ;+� •'s My Commission E i MY COMMISSION#FF960020 EXPIPI >robruary 11.2020 •, 4,�, EXPIRES February 11.2020 +,�u�;•' e� ^^�'"°dy`` �4"" i�07�3W1U'Si r y;iernr.n.wn +��x��+��e��x��x��x��u��:x�� e�a� � t«sa�s��u��s��a�x��n��+��s•��s+�x�an�a��x��n��e>i=�� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Iq JUL 2 8 2896 IBY-4 •00• •0 • .••• . •• ..•.. 60:04 0000*0 •• •• •0•• 0000•• 0 0000• • • • • 000000 0000•• • •6060• •• ••6• • • a AAJJ •• • ov j co ON. I WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS *arr FLORIDA BUILDING CODE 5TH EDITION(2014) - DADE COUNTY FLORIDA 175 MPH ENTRIFAMATIC EXPOSURE C EXPOSURE C EXPOSURE D EXPOSURE D Mean Design Pressure Mean Design Pressure Mean Design Pressure Mean Desi n Pressure Door Door Roof Door Door Roof Door Door Roof Door Door Roof Width Hei ht Hei ht Positive Neglafive WidthHei ht Hei ht Positive Ne alive Wfdth'Height'Hei ht Positive N alive Width HeI ht' d1 }� sitive N 8 7 35.6 -44.7 8 8 35.2 -44.0 8 : 7 43.2 -54.2 • 8• 8 • •42.7 058•q• Do 9 7 35.3 -44.0 9 8 34.9 -43.4 9 7 42.8 -53.5 •S. 8 ••• 2.4 52.6'' 10 7 15 35.0 -43.5 10 8 15 34.6 -42.8 10 7 15 42.5 -52.8 10 8 15 4 42.0 51.9 16 7 33.8 -41.0 16 8 33.4 -40.4 18 " 7 41.0 -49.8 • 8 6 0 18 7 33.5 -40.4 18 8 33.1 -39.7 18 7 40.6 -49.1 • hA• 8 40.2 •48.2> • 8 7 36.1 -45.3 8 8 35.7 44.6 8 7 43.7 54:8 e$' 8 •• 43.2 i 9 7 35.7 -44.6 9 8 35.4 -43.9 9 7 J1.14 -50.4 54.1 r• ' 9 8 • •' 42.8 -532 10 7 16 35.5 44.1 10 8 16 35.1 43.4 10 7 16 53.4 1 : 8 •16 42.5 • 16 7 34.2 -41.6 16 8 33.9 -40.9 16 7 • h6'+• 8 •• •> 1.018 7 33.9 -41.0 18 8 33.6 -40.3 18 7 41 -49.6 o 18• 8 ••• 040.6 •4fl*So • 8 7 36.5 45.9 8 8 36.2 -45.1 8 " 7 44.1 -55.4 •X9 , .7 =54.59 7 36.2 -45.2 9 8 35.8 -44.5 9 7 43.7 -54.6 • 43.3 -53.8 10 7 17 35.9 -44.7 10 8 17 35.6 43.9 10 7 17 43.4 54.0 • i17 3.0 16 7 34.7 -42.1 16 8 34.3 -41.4 16 ra 7 41.9 -50.9 • 118 7 34.3 41.5 18 8 34.0 -40.8 18 7 41.5 50.2 r 48 7 37.0 -46.4 8 8 36.6 -45.7 8. 7 44.6 =55.9 • 44.1 =55.1 936.6 -45.8 9 8 36.3 -45.0 9 7 44.2 55.2 •• .7 -54.3 10 7 . 18 36.4 -45.2 10 8 18 36.0 -44.5 10 7 1$ 43.8 -64.5 10 8 18 43.4 -53.6 16 7 35.1 -42.7 16 8 34.7 -41.9 16 7 42:3 -51:4 16 8 41.9 -50.6 !' 18 7 34.8 -42.0 18 1 8 34.4 41.3 18 7 41.9 -50.7 18 8 r 41.5 49.8 8 7 37.4 -46.9 8 8 37.0 -46.2 8 : 7 45.0 -5815 8- 8 44.5 55.6 9 7 37.1 -46.3 9 8 36.7 -45.6 9 7 44.6 -55.7 9 8 44.1 -54.8,<, 10 7 19 36.8 -45.7 10 8 19 36.4 -45.0 10 7 19 44.2 -55.0 10 8 19 43.8 54.1 16 7 35.5 43.1 16 8 35.1 -42.4 16 7 42.7 5189 16'' 8' 42:3 -51.0 18 7 35.2 42.5 18 8 34.8 -41.8 18 7. 42.3'> 51.1 18 8 4L9 50.3'a 8 7 37.8 -47.4 8 8 37.4 -46.7 8 7 45.4 -57.0 $ 8 44.9 -56.1 9 7 37.5 46.8 9 8 37.1 -46.1 9 7 45.0 =562 9 8 44.5 -55.3 10 7 20 37.2 -46.2 10 8 20 36.8 -45.5 10 7 20 44.6 -55.5 10 8 20 44.2 54.6' 16 7 35.9 -43.6 16 8 35.5 -42.9 16 7 43.1 -52.4 16 8 42.6 51.5 18 7 1 35.5 -43.0 1 18 8 35.2 -42.2 18 7 '42.7 -51.6 18 8' 42.2 -50.7 8 7 38.2 -47.9 8 8 37.8 -47.2 8 7 45.8 -57.5 8 8 45.3 66.6':' 9 7 37.8 47.3 9 8 37.5 -46.5 9 7 45.4 -56.7 9 8 44.9 I' -55.8 10 7 21 37.6 46.7 10 8 21 37.2 -45.9 10 7 21 45.0 56!0 10 8 21 44.6 -55.1 16 7 36.2 -44.1 16 8 35.9 -43.3 16 7 43.4 52.8 ' 18 8 43.0 51.9 18 7 35.9 43.4 18 8 35.5 1 -42.7 18 7 43.0 1 «52.0 18 8 42.6 51.1' 8 7 38.6 48.4 8 8 38.2 -47.7 8 7 46:1 =57.9 8` 8 45.7 57.0> 47 >. 9 7 38.2 - .7 9 8 37.8 -47.0 9 7 45.7 57.1 9 8 45.3 ,56.2 10 7 22 37.9 -47.1 10 8 22 37.5 -46.4 10 7 22 45.4 -56.4 10>: 8 22 44.9 55.5' 1:6::l7 36.6 -44.5 16 8 36.2 43.7 16 7 43.8 `53.3 16 8 43.3 -52.3 r 18 7 36.3 -43.8 18 8 35.9 -43.1 18 7 43.4 =52.5 18 8 42.9 1 -51.6 8 7 38.9 -48.9 8 8 38.5 -48.1 8 7 46.5 -68.4 8 8 46.0 57.5 9 7 38.6 -48.2 9 8 38.2 -47.4 9 7 46:1 -67.6 9 8 t44O 56.7 10 7 23 38.3 -47.6 10 8 23 37.9 -46.8 10 7 23 45:7 -56.9 PEI 8 2356.0 16 7 36.9 44.9 16 8 36.6 44.2 16 7 44.1 53:7 8 52.8 18 7 36.6 -44.2 18 8 36.2 -43.5 18 7 43.7 -52.9 8 8 52.0 8 7 39.3 -49.3 8 8 38.9 -48.5 8 7 46.8 -58.8 8 8 57.9 9 7 38.9 -48.6 9 8 38.5 -47.9 9 7 46.4 -58.0 9' 8 57.1 10 7 24 38.6 -48.0 10 8 24 38.2 -47.3 10 7 24 46.1 -57.3 10 8 2456.4 16 7 37.3 -45.3 16 8 36.9 -44.6 16 7 44.5 -54.1 16 8 ar 53.1 18 7 36.9 -44.6 18 1 8 36.6 -43.9 18 7 44.1 -533 18" 8 1 43.6 1 -52.3 8 7 39.6 49.7 8 8 39.2 79.0 8 7 47.2' >-59.2 8 8 46.7 -58.3 9 7 39.3 -49.0 9 8 38.9 -48.3 9 7 46.8 -58.4 9 8 46.3 57.5 10 7 1 25 1 39.0 48.4 10 8 25 38.6 -47.7 10 - 7 25 48.4' -97.7: 10 8 a 25 16 7 37.6 45.7 16 8 37.2 -44.9 16 7- 44.8 -54.4 16 8 44.3 53.5 r:: 18 1 7 1 1 37.3 145.0 18 8 36.9 -44.3 18 7 44.4 53.6 18 1 8 43.9 52.7 Notes: `.••• c 1) Design pressures have been calculated using procedures listed in ASCE 7-10,Chapter 30,Part 1,for n,;, *s*' �•+`•.. �� Low Rise Buildings. a ••° �� "`�/ #••• cU 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal(ASD) •i1' .••• �•• % o z design pressures shown. E 41 O ♦ �c+' o 3) Pressures have been calculated based on an enclosed building,any roof slope,Risk Category II. 4) The design pressures assume the entire door's width is in the end zone(zone 5)of the building. W LL �• + z°a 5) Most garage door openings will not be located completely in zone 5. Therefore individual calculations 06-a o(B will result in lower pressures. 6) For mean roof heights less than 15',use 15'pressures. 7) This Table is only to be used in conjunction with Amarr Garage Doors. a �� .i STATE .� e L M J 165 Carriage Court•Winston-Salem,North Carolina 27105 s �•`++•+•••� 'rt" Phone(336)744-5100•Fax(336)744-5815 M �"s �•� 23 www.amarr.com 0v, FL ••`br••..■.••'*•'' n� i MIAMI-MADE MIAltu DAD)E COUNTY PRODUCT CONTROL SECTION I 1805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(1W 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE.(NOA) www.miamidade.9v/economy . . .... ...... Amarr Garage Doors i sees • .' 125 Carriage Court '00 9096:9 ' Winston-Salem,NC 27105 •••••• . SCOPE: •••••• �•• •. • This NOA is being issued under the applicable rules and regulations governing the use of coonostorouction tvaterials.The ":". documentation submitted has been reviewed and accepted by Miami-Dade County RER0 Eontrol! Aeon to b*e•• 0 used in Miami Dade County and other areas where allowed by the Authority Having Juris i&�iQgAHJ). • This NOA shall not be valid after the expiration date stated below.The Miami-Dade Co Pra ct Control V1ection iIn • Miami Dade County)and/or the AHI(in areas other than Miami Dade County)reserve t e right to havpeffiheproducnor • material tested for quality assurance purposes. If this product or material fails to pmfo Vft acceptg0•rpanner, Zher•• manufacturer will incur the expense of such testing and the AHJ may immediately revolve,modify,or s&pEtld:he use of such product or material within their jurisdiction. RER reserves the right to revoke this lacceptance, 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. 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 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to 9'-0"Wide(DP+51.1,-60.3 PSI+') APPROVAL DOCUMENT:Drawing No.IRC-9509-180-21,titled'Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,.Flush and Oak Summit Panels",sheets lthrough 3 of 3,dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by Tomas 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 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 prevision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NQA 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#13-0503.06 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. CNAM14momecour-ft NOA No 15-0505.11 Expiragion Date:September 4,2018 d� of/ p is Approval Date:July 1 , Oe 1 j g Amarr Garase Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted underNOA#13-0503.06" 1. Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets lthrough 3'df 3,dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr taraga Doors=:t* d and sealed by Thomas L. Shelmerdine,P.E. so 000009 B. TESTS "Submitted under NOA#13-0503.06" :0040: 0000 96 0 0 1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared b 'A wrfcan TIsMaT5,Inc., 0:0 0 ..... .. . dated 06/11/2013,signed and sealed by David W.Johnson,P.E. ' . ... 2. Test report on Evaluation of Painted or Coated Specimens Subjecw 10 Eorrosive• •' ..•••• • Environments per ASTM D1654&ASTM B 117,prepared by Amit al Testing,Inc.,Test • Report No.C5463.01-106-18,dated 04/03/2013,signed and seat6dby Gary T.liml4an,P.L.""' 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per ft;1S 202.94 :Go*** 2)Large Missile Impact Test per FBC,TAS 201- • 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Tensile Test per ASTM E8 5)Forced Entry Resistance Test per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 9'x 7'24 ga steel garage door Model 950,prepared by American Test Lab,Inc.,Test Report No.'ATLNC 0129.01-13R, dated 04/02/2013,signed and sealed by David W.Johnson,P.E. 4. 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'Model 950D Heritage with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson, P.E. "Submitted under NOA#08-0718.01" C. CALCULATIONS "Submitted under NOA#13-0503.06" 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and sealed by Thomas L.Shelmerdine,P.E. 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,signed and sealed by Thomas L.Shelmerdine,P.E. "Submitted under NOA#08-0718.01" D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 51 edition(2014)FBC land no financial interest issued by Structural Solutions,PA.,dated 04/08/2015,signed and seale ds L. Shelmerdine,P.E. _ Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0505.11 Expiration Date: September 4,2018 Approval Date:July 16,2015 E-1 ADIUSTASLE ROLLER CARRIER ATTACHED W(B)V4'x 1/2' 1400.IDA)ASAPE 0 o BOLT 6 RUT PER BRACKET 14" HDRi p•RAWEO 3 QA TLAp BRACKET ATTACHED 70 V® W to V4..3/4• .AVB NEK HEAD SCREWS S•THICK UA COINERCTAL W(3)M45 OA X I-D/S•LAO SULTS AND TO To FIXTURE ATTACHED V/ TRACK V/(4)V4•-BD x 9/S IRACK SKI= ._ 3 3B•eask R-TRUSS ATTACED (4)V4•x 3/4'HER HEAD SCREWS SULTS AND HUTS IR OA OAW.COXX iRCRCLv_ VR O)1/4•X3/4• ADJIRTAeLE am> T ATUMM TA ROLLER BRACKET :.._ HEX HEAD SCREWS AT W/(0 1/4•x VS'BRIT AND NUTS 3,4, E6 V/(4)1/4•x = EACH CENTER STD-E .:. -.: . 44 DA 1@I OCENDR SIKH 3/Y IE1C PfR B 8 =�'.. M DO BALL STEEL. ... t/DNNtEO ON PIX.YE56R FQASII ET &)m(STEH ROLLER TT'PICA1. P X1 UN 4 1 4-�iTBA�CSt LLTS h NUTS ?LTA 1T uD Balis,41Vm 5llm(3)D/I6•q0..K I-6/6• R>• 0 SECCf1m@ip 71@I LT.S. H_DURASAFE CENT 2 aPLtE� t)aps,q0..x I-5/a' N.LO. Lro iA 10 AWR 3 9/e•em lZ-TRUSS PER SECTION 1 11 e0.KAL14 sTe1A a P) aow+D �&T/atAl ST&E ST•TYNERB(9) 2 n ON TOPS E ION ELY J 0.V MOP SECTION CN.Y Tr@rn1B1T Aq�TT t TRUT 6 4 c6 4W(TABLE 3)09 PAW 3 O )q JAMB mvzm SPAM 1AAO(COMMIRATION FOR O.O'UP TO 14•TALI DOM 3 OAT•N x EB W C3 9/B• SIL& 7Y ICL 1I F E TER R-YRUW DKV.STEEL R-TRUSP IACATll1N-"` SEE TABLE 4 am PNi<3 A N.7$ 5 ATTACHED W(4)v41 x 9/4• TOl STILE PLACEMENT TEE(T RIQUI PACNPAM 3 HEX WIN SCREWS AT EACH END 8'-D•MAX a SCREW 1141 T GM�CERIEIIRR STILE INSIDE ELEVA710N gy N.T.& A ATT W/(@I lh-x ISNDE ATTACHED )2.PAfiA STRUT AT 3/S'TDACK BOLTS AND 1/X)1141. 4'>it BOTTOi . 14 OR WRASAI•C A.IUSTAVg STEEL RETAINEWS DUM11111VISM ROLLtOR CpIStRRS ATTAOWD TO K W BOTTOM SEN, ra 4EIr�►fTD�d• 3 B/S•904 R-TRUSS ME) 4DA 'E •�""'^""^'p A RTR�I7D2WI6'iU®.@B$f��f8d1-09 90.! V4•X R/4'TEX HEAD TO 4WD Sf W/CS ATTACHED 3/4' HEX HEAD s1xEWs PER caRRm1 .� SECnoN A-A(SIS "001pf°gOND O Mw�wlBeroD to/opl Dx f0 SALT SEEP]. 1!p AMAX 4BiteiaaealaPBj +f 3 9/3•SERA 9'Liam aTEx RaLLFu S'x 14 0eeeee(J,,,$NE(/J�ai♦x, A_ qR-TRIOS DE�6N �e Q,�.,••••••• lC 1/4k 3/4'lElt Ods BDSD/B' �PTIDNAL v ]NAIL 6 +ata P� mo O TT vi(o a ;. ^° (;�AT�,,��x LARGE M)SSLE �°'� <�� Do *p 3/4')CTI WAD STREWS IMPACT RESISTANT 12` T'- L DUW4M END N6�E 3 p STAY aF j�v., 3 3/4•NI)A 'tom l�I. 9116•x E S/R'LAO AirACHEOV% �ADIE J$ o��''�.� OALV STEEL flO STILE V CD PER tO VM x 3/4• RE�9TANCE ♦♦ By �. ATTN36:6 VkH a)TDG-L 18MB Bf�dIEL- ♦ S x• L' e -7O-Df0R4 AOH ARD(@) - ATI �Llia OD a CFx7fER SIRES 70G-LdDC AT THE 7[B ANB • • • • • •aBeyap • •• • • •BO"m�T AmsmT "� ' nNtlfeAmpTd)BOTTOM BRACKET. t6B CARRIAD6 CMW(O UN-4 IM 97M VWAKVR m1O BALK.STEE13 OA ATTACHED ADD&,SOD N1NlWAt4B(R4 BA)J. am D•KIN am ROLLEV/ttA V4•X 3/4' : NEX fIEAD SCRLYS • •• SSS 8086DTTq((BA 00.)1060,OODD 9/e9T x PP OA D•tWV 81ST17HM( • • • • • • USN,A14D OAT(!lUML4T PANM lD V4-OD x 0/O'TRACK CT wr R-TRUSS) iRAKD(ABCWRES4.0B3• • • • • • • Sq 9Amv 4OtA em p 0laf?iDmm zrau BDTrmI DRACICET • •• • • • • wiN/� 1RC-9509-180-21 SAM BDL*AND NUT PER CIVIL YLRTNAL AM [� •• • • • • BRACKET TRACK MOUNTING DETAIL ( R 6�R Bm PF NLa •• • • • ••• • 9EET I OF 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a SFE.CJEICAMOpMSS�AgND ROTES FRALL C TITRE T '11W LLOAD FROM AD IS TRANSFER TO TTHETRANSFERRED�VER�TICAL�TI�&TRACK. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2.EACH VERTICAL JAIRIS RECEIVES MA)S M DESIGN LOADS OF: +230.0 LBS/FT Ec -271.4 LBS/FT INTERIOR OF GARAGE 3.DOOR AND HARDWARE WILL BE DESGNED,MANUFACTURED AND INSTALLED V41H STANDARDS AS SET FORTH BY OASMA MAX.WIDTH e'0' M DOOR SECTIONS SHALL BE 24 OA. 0216)MW.EXTERIOR SK01 RILED FORMED.W/BAKED ON POLYESTER FGM 6.DOORS UP70 7'0°HIGH CONSIST OF(4)SECTIONS AS SHOT64. USE(1)3 6/8"R-TRUSS PER SECTION DESIGN LOADS 6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 +230.0 LBS/FT SEE NOTE 2 o ON PACE 3 -271.4 LBS/FT 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED ' BY A RE(8S7RED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADI NS. & THIS APPROVAL ROQUIRES THE MANUFACTURER TO DO TESTING OF ALL COGS USED TO FAINGWE DOOR PANELS UNDER THIS NOTICE OF AOCEPTANCL A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE IW O ACCOROINO 70 ASTM E-8 BY A DANE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER EVERY 3 MONTHS.4 11MES A YEAR,THE MANUFACTURER SHALL MAIL TO THE OFFICE:A COPY OF THE TEST FORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FAWFIES, AND A NOTARIZED STAIEMI T FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH FRODUCfYBYIM phoDmarmw OF COUNTY 008 UNDER�ONOTICE OF ACCEPTANCE.RE SHALL BE USED TO MAKE DOOR PANEl3 FOR OAQE �0 �FT41W Afteptn"ph By Rads WOOD JAMB ATTACHMENT TO STRUCTURE F <F1 W TO VMD FRAME SD=TURE A RrraamMToawTe�lsgaLLeaxF��as I ro aMe 16•x 3• SM St NO 6•FRDM ENDS THEN EO'D.0,a 1/E'ENSEMNT) B IWMMFMM I B/MN ION 3/8'X 4 S7ART Fim LT1DS 84'ac.a 1/8'FINBEBHENT) HTLTI SLEEVE ANCHOR 3/8'X 8-3/4'STARTING 61 FRDM ENDS THEN UB'GC.Sl 1/41 EKBEgNFW tdA1t 312E 5515 1111 TTM/RRN9ET REDWM(TRU-BOLT)3/8'X 4•STARTING 6'FROM ENDS THEN 84'O.C.(E 1/E'EHBEIDIENY) SINPSOS 4• RMSMI B•I'=ENDS,USE PAW OF FASTENERS DESIGN LOADS � o��Q;•�C��'��vv��O°p (3'APART)AT 8'O.G O I/8'ENBEWENn) +61.1 PSF oe d V F dM. �dy HI.TU U4•X 8-3/4'KV&-CON U+SCREVS STAATBIG 6•FAM ENDS,USE PAILS OF -41D.3 PSF W a h'Z''I '•Syt1T a,@ FASTENFAS Cr APART)AT 8.OC.(t 1/4•EHBEORM) m* f t �3 (q 1 SW) 3/B'X 2 FOR STIRTI46 FRO)ENDS T ILC,SI 44• tSYt ta®EmG:Nr>(OR,USE EASTTIiERs FOR 1RLDa ca0 BLOCK) LARGE WM aSTATE OFA -LAGS AND BULTS CAN BE CMWERSUMK TO PROVIDE A FLUSH NOWTING SWACL IMPACT °�•••� P.'�.a�: wREPaRAT10M OF WOOD UAti&4 BY mH£Rs RLSIsWM °O°� yO TQ.•6�,,� o1S`S�E1161111 SYMCGRE SiR11CT1ITE srRttcn -••-� : t• t t • FL i/NnlFiuuS q • • •• • • r $ • • • • • • • Au iy.y.i. . U/2•FGN 7-3/Y 1-I/8•MIN ' 163 cmw Vw=-VAER'Im 97105 if. Lid pt6,,Uygg MODIM 880 IIVIRTAOB W4 0A)LOW.8000 TTYYPP • ••• • •e• M �6 84 QQ IBM 2m F000,A OAK SUMMM PATH • • AVAILABLE 1TRACdt CONFIWRATIONS • • • • • • 41 ' �U�1A WJDJV 061�8A�' RLr.� - •i i• • •�• i • � BT mM1Le RC-9568-18G-21 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • �••- i • • • _0000© Q c ram . © '` � � � �®� +1.� :1;Q� •i �Jc�''r' Yi i, k_LLL3,TTT1TTTy��f+ib `A fvc� f3' d � � IYtSSW�' �'.+ ��. rw.v."."9.�• �j 1 ' L 6 111 11:1 111 :�j'� ^�� p �j �.�g ILA "� ��.F°�"� ::FS�ENTITA�'"�Ja7�&��EM t�kl_1 a L� ��Ge�FA11Y;itr�'ll`��•-.._cam-+��5 f3��.'.Ldu,2) �°--°.' ��`��' wi:51 ��^-�.�� ®�� .1 111 SYG1La r � ®T� g��©� " ®�� ®®tel ®®® ?ass 7_ ,�+., p.• �ra?''�: �-L•.4...�:3•g�i..�y' `� ty��^�.{rn��ny�e+i ! Fairy aFr��}w�Yp � "��,.,:��../,lJr�t��..Y,< �L�F:�R'I Y.`_... 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