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WS-12-2269Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 182261 Permit Number: WS -11 -12 -2269 Scheduled Inspection Date: January 03, 2013 Inspector: Bruhn, Norman Owner: • STOWE, HOWARD T Job Address: 79 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060130420 Building Department Comments REPLACE ORIGINAL GARAGE DOOR WITH HURRICANE IMPACT CODE DOOR (8.6X7) Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed G F Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 02, 2013 For Inspections please call: (305)762 -4949 Page 10 of 26 Miami Shores Village IMCMEWZ-Th aka) 14(10'4- Buildin g Department artment NOV 3 k j 2012 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �. e Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 0 Permit No. MA I Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 79 NE 93rd Street City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel #: 11- 3206 -013 -0420 Is the Building Historically Designated: Yes NO no Flood Zone: no OWNER: Name (Fee Simple Titleholder): Howard T. W. Stowe Phone#: 305 - 759 -3390 Address: 79 NE 93rd Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee N. me: -none- Phone#: -NA- Email: stowlee@bellsouth.net CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 550.00 Square/Linear Footage of Work: Type of Work: (]Addition (]Alteration (]New (]Repair/Replace (]Demolition Description of Work: Replace original garage door with new hurricane code door (8.6' x 7') Color thru tile: ***************************************F ******** ******* **** x *.a:a**** **gym ************** �1 6 Submittal Fee $ Permit Fee $ /AO CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 14C.IxD Bonding Company's Name (if applicable) "NA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) "NA" 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 Fi FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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 The foregoing instrument was acknowledged before me this day of , 20 I by "/'I 1 &I _, who is personally known to me or who has produced ( _� As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: uti�,n,r if Q%'''� rJ e��p�•0= APPROVED BY /! /1 '7 /:1ij g �rrrr►► E ner Zoning Signature Contractor The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entities me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 'per. 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initia 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable L laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Intemal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : //www.mvfloridalicense.com/dbpr /pro /cilbrndex.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible r the prop ed construction activity at the following address: fitcp reti 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this I day of b`i 1 , 20 By41P-t`-"`� 'J1 who was personally known to me or who has Produced there License or as ide��ntitkiptllpn. ®`���� d 01210 k 42 CO II/II ttrt t clew- 0.0' 13.69' 33.70' cd 0 t-- tD u. th c 49 14" at ey" BOU 10.65' fp 0.05' 14.25'12PPROVED :_ 4> 0. Q 0 c � 0 0 S RJESPECO COMPUAN jE WITH ALL FEDERAL c9. �:�( °TEND COUNTY RULESL�' rtit)NS 1 / OOH 1. _,,• Found 1/2'' 2" P' e] ecord do Measured: 75.00- 20' Pmoveni • 93rd STREET': centerline STATE OF (FLORIDA) COUNTY OF (DADE) Miami Shores Village Building Department SURVEY AFFIDAVIT a , 10050 N.E.2nd Avenue ° " Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 The undersigned Affiant, Howard T. W. Stowe , does hereby attest that (Property owner) The attached survey, performed by Delta Surveyors, Inc., Miami, FL (Name of surveyor's company) For address: 79 NE 93rd Street, Miami Shores, FL 33138 Performed on 9 -16 -02 (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Furt er, A - t s eth naught. Property Owner Signature SWORN TO AND SUBSCRIBED before me this day of Af a islu&M ause Property OWner Print Name Affiant is personally known to me, roduced 1�- / i as ides It' en " """" .�5��` ° -4, tkla sal \t:":• �� tee` ��� /'rrr►uiiitoP Revsed on 5/2212009/ Revised on 6/12/09 WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH EXPOSURE C Door Width Door Height Mean Roof Height Design Pressure Positive Negative 8 7 35.6 -44.7 9 7 35.3 -44.0 16 7 15 33.8 -41.0 18 7 33.5 -40.4 8 7 36.1 -45.3 9 7 35.7 -44.6 16 7 16 34.2 -41.6 18 7 33.9 -41.0 8 7 36.5 -45.9 9 7 17 362 -452 16 7 17 34.7 -42.1 18 7 34.3 -41.5 8 7 37.0 -46.4 9 7 36.6 -45.8 16 7 18 35.1 -42.7 18 7 34.8 -42.0 8 7 37.4 -46.9 9 7 37.1 -46.3 16 7 18 35.5 -43.1 18 7 352 -42.5 8 7 37.8 -47.4 9 7 37.5 -46.8 16 7 35.9 -43.6 18 7 35.5 -43.0 8 7 38.2 -47.9 9 7 37.8 -47.3 16 7 21 362 -44.1 18 7 35.9 -43.4 8 7 38.6 -48.4 9 7 38.2 -47.7 16 7 36.6 -44.5 18 7 36.3 -43.8 8 7 • 38.9 -48.9 9 7 38.6 -482 16 7 36.9 -44.9 18 7 36.6 -442 8 7 39.3 -49.3 9 7 38.9 -48.6 16 7 24 37.3 -45.3 18 7 36.9 -44.6 8 7 39.6 -49.7 9 7 39.3 -49.0 16 7 25 37.6 -45.7 18 7 37,3 -45.0 Notes. 1) 2) 3) 4) 5) 6) 7) EXPOSURE C Door Width Door Height Mean Roof Height Design Pressure Positive Negative 8 8 352 -44.0 9 8 34.9 -43.4 16 8 15 33.4 -40.4 18 8 33.1 -39.7 8 8 35.7 -44.6 9 8 35.4 -43.9 16 8 16 33.9 -40.9 18 8 33.6 -40.3 8 8 362 -45.1 9 8 35.8 -44.5 16 8 17 34.3 -41.4 18 8 34.0 -40.8_ 8 8 36.6 -45.7 9 8 36.3 -45.0 16 8 18 34.7 -41.9 18 8 34.4 -41.3 8 8 37.0 -462 9 8 36.7 -45.6 16 8 19 35.1 -42.4 18 8 34.8 -41.8 8 8 37.4 -46.7 9 8 37.1 -46.1 16 8 35.5 -42.9 18 8 352 -422 8 8 37.8 -472 9 8 37.5 -46.5 16 8 21 35.9 -43.3 18 8 35.5 -42.7 8 8 382 -47.7 9 8 37.8 -47.0 16 8 362 -43.7 18 8 35.9 -43.1 8 8 • 38.5 -48.1 9 8 382 -47.4 16 8 36.6 -442 18 8 362 -43.5 8 8 38.9 -48.5 9 8 38.5 -47.9 16 8 24 36.9 -44.6 18 8 36.6 -43.9 8 8 392 -49.0 9 8 38.9 -48.3 16 8 25 372 -44.9 18 8 36.9 -44.3 rr. GARAGE DOORS Design pressures have been calculated using procedures listed in ASCE 7 -10, Chapter 30, Part 1, for Low -Rise Buildings. The calculated ultimate wind pressures have been multiplied by 0.6 to convertto the nominal (ASD) design pressures shown. Pressures have been calculated based on an enclosed building, any roof slope, Risk Category q residential application. wit t mg3Be The design pressures assume the entire door's width is in the end zone (zone 5) of the building. Most garage door openings mill not be located completely in zone 5. Therefore individual calculations will result in lower pressures. For mean ref heights less than 15', use 15' pressures. This Table is only to be used in conjunction with Amarr Garage Doors. 165 Carriage Court • Winston-Salem, North Garonne 27105 Phone (336) 744 -5100 • Fax (336) 744 -5815 www.amarr.com N o 0048578 COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 3152590 F (786) 315 -2599 mean'/ Amen* 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 PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH.1). 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 ART (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 AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 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 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 !through 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 tiled 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 manufkturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0604.03 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. PP0V1i NOA No 12- 0228.12 Expiration Date: September 4, 2013 Approval Date May 3,1012 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 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 ltbrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM BI 17, prepared by Architectural Testing, Inc., Test Report # A1420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. 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 # 12- 422819" "Submitted under NOA # #8- 0718,01" 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' Model 950D Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01 -93R, dated 06/22i2006. signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 0341502.01" 4. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM -297, dated 04/09/2003, signed by Robert Kelly. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code Structural Solutions, PA., once to 2010 FBC and o financial interest issued by sealed by Tomas L.,-imerdine, P.E. 04/18/2012, signed E -1 2D12. Carlos M. Uttera, P.E. Product Control Examiner NOA No 12-0228.12 Expiration Date: September 4.2013 Approval Date: May 3, 2012 / f V 'wN_-a8'AC188 8• ri*rOc M GAL ipCfl7pf ATTpw V/ V4 � a D � t IIC18f AM O M M iaa u+• r 1/8' 32.1 CA. 11.AG SWTIOET ATIMOED TO NOMID no A BM VIM TRACK TRACK V/ TIO %x1311 Matt M D A alttoriZa LAO BOLTS Alit:...... ......:..X• . *au ,Ai. A !.: -_ 0 T: 8-88136' PER AMMO O Vim ROR 8TILE PtMEl1 r D'-0' BAX INEDE ELEVATION N.T.I. ENE 14,7A3w dial 1 1141 A5 We rot D PAGE it Sy RM'SAQi N6PVscams AT AT PAdi �I. AA1*BRAQT m M. 01TX. $TEL =:x• T /r -DD MAIM it MT NCTPISUCAO TRAM 0014POURAION TAR 0'0' UP TO 14' TAU. 000Rs _Tide A —A (*2*2 VIENA N.TA. STEEL 3 D/w e3oA vcirRXa. *;:talga, B1 0061. sum fffi A7� rssANESI r y� w� JPe.P 41.0 44100 214&ars � aft worm 24 Ci1I 012 =Da 035 0A1 04 MOM LOO :: 0 1000 MOW PAX= as ft BMX R- TRUMA sp y ,T D PBI --- OOF*t Ti UVB 385 TRACK MOUNTING DETAIL on. a Ott 08sumo A.u. L SLONE PEUL f- 0210161 TABLE 1 DOOR tfIGtlt SPACING (BASED ON RE SECTION CONWIGURATKO ° TOP ©CICJ D ©© i[7,i I �til I��n - e� },:`.'.n I �, DIM 111111FAII LE imam 58' ;;;- f' I I x _ [�j�_r.l ss,i, a , t:.s�1[ Js! I r �ff 2am ,l ry _.L= i LA 62" 70 MI MI 161 48° 87° EA= i1i r i . ,, � � � , ti, . ,Yi.' :;. i L ?rYli.: fy i[t > i Bali � � " i� LTA LA EXAM '��13 G T 8' 5 1/2" 5 1/2" Lira 16" kid ���. ^���. �iiwi.iiL:7• i� ® 4a ILA 1121/2" ILEMi tt i �T ;lY'�ryry TABLE 3 TABLE 2 DOOR HEIGHT 13' 8" 12' 8" 91'8° 10' 8" 9'8" 8' g° 7' 8° SECTION HEIGHTS Btm 21° 18" 18° 18" 18" 18' 18" 18" 8' 8" 18" 18° A�IFil' ., +: r n�; �'r . � ',3 i :a.i... 18" sPEORCATIONS AND NOTES TO THE FROM THE TRACK THE ALL WE LOAD FROM RE DOOR t �sAL JAMB LOAD t�DERRRRECEIVES PORTI N�E' LOAD iRED FROM THE DOOR. 2. ems4 VERTICAL + MIS &J 271.4 LBS RECEIVES_ DESIGN LOADS OFT 3. DOOR ANiDFTHARDS RE BILL REE DESIGNED, MANUFACTURE) AND INSTALLED MATH STANDARDS AS SET FORTH BY DASMA. 4 DOOR SECTIONS ROLLED FORMED / 9�D0N OYES'iER0I8j -GAIN EXTERIOR SdN 5. DOORS F U (4) SECTIONS AS SHORN. USE (5/8" RSS PER SECTION OR P2 (4) SECTIONS REFER TO TABLES i AND 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGEGMED PROFESSIONAL ENGINEER FOR WW1 LOADS INDICATED RE E& A ES THE TO DO TESTING OF AU. COILS USED TO FABRICATE DOOR PACS LEDER TES NOTICE OF OF 2 SPECIMENS SHALL BE CUT FROM EACH AND TENSILE TESTED � iE ASIM E� BQECTED � T MANUFACTURER. 3 APPROVED LAE TIMES A WAR, THE MANUFACTURER MAIL TO THE OFFICE: A COPY OF THE TEST REPORTS WITH NN THAT WE SPECIMENS WERE SELECTED FROM COILS Oa' THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY cues WITH YIELD STRENGTH OF 32500 PSI OR MORE SHALL BE USED TO MANE DOOR PANGS FOR WIDE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. INTERIOR OF GARAGE MAX. TEDTH Bb" -.- DESIGN +23°A) L M SEE NOTE 2 -271.4 LOOT 11111188181 f fN 0040879 1 OF Mot I - ill 11511111511ffilial PRODMIENUED tendisittoftAiWTRA Was Angina +45 !9 MODEL � OAK SNA1MIT 24 5*) 1000, sous SEM LONG, BIB. FGET DAN SMUT PAM DOSE SC-9509-183-21 MET 2Or3 WOOD JAMB ATTACHMENT TO STRUCTURE • :..i..:'M•1 X, 1 4 '7'7•77, : _114• C.C. t6 1/O' SIBESNENT) SLEEVE AW G)z 4 � E s rn/RA S D ( S.fi� 6 FROM Ma DC. (2 W U4ED►ENT) USE PAIRS OF FASTERS HOF SC. 0 )/e' ENDSIRIENT) HILTS U z 2-314• KVIOAF -CON REV ST 6• FROM ENDS, USE PAIRS OF rumen cr APAR1) Al E• 0 1/4. 048E n c „v :7;4 n_ 1/4• EIIBE MENTi MR* USE FASTENERS FIR HOLLOV C•SD 2.t *LAOS AND DOLTS CAN IS COUNTEREINK TO ROME A FLUSH MOUNTIES SURFACE. NPREPARATION OF VOID JAM 8T VEERS asociartosms '1"P'-‘` Awsta 11 TAB NM VNDTI*0•L L Na. ME VVVANY400 *0DF3. 000 1ORI1'ATIE (114 QA) 1000. 2000 11023E ONO RAE 90 124 0A) 3000, 3400 02022, PLUSH, ONE SOME PANEUI i1& SON 811 11E WPM 1wU0DHN10 9 f S1 AE 552 RC- 9509 - 110-21 0EM ISIM 4 SEMINE RE LE 111 4Dl1 SW 3 W 1