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RC-06-2903Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 182038 Permit Number: RC -12 -06 -2903 Scheduled Inspection Date: November 28, 2012 Inspector: Bruhn, Norman Owner: APONTE, EDWARD Job Address: 102 NE 107 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Miscellaneous Phone Number Parcel Number 1121360070240 Building Department Comments garage door Infractio Passed Comments INSPECTOR COMMENTS False Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 35553. CREATED AS REINSPECTION FOR INSP- 33795. Garage door not installed. Not ready for final inspection. 12/18/06 CG. 2X6 Attachment TO BLOCK NOT PER N.O.A. November 27, 2012 For Inspections please call: (305)762 -4949 Page 27 of 32 la DEC n 1 2006 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. oRa5 PERMIT APPLICATION FBC 2004 Permit Type (circle): Master Permit No. lectrical Plumbing Mechanical Roofing Owner's Name (Fee Simple ` Titleholder) C Ir^� L®� /44 /S Phone # 7, - a 3 7 227 9/ Owner's Add ess �Cc —72 &/' 7 5 City /L e5 State Zip Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Villa • e FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contractor's Address Phone # County Miami -Dade Zip NO Phone # City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable Value of Work For this Permit $ Phone # Type of Work: ❑Ad 'tion Alteration " _ Desc 'be Work: L° . "f.AO II./ i g -4 6 .; ,moo 0 i2.1 i) -C., Square / Linear Footage Of Work: / �( ❑ Repair/Replace sl olition * * * * * * * * * * * * * * * * ** **ter * * * * * * * * * ** ** * *F ees * * *** *** * * * * * * *: * * * * * * * * * * * *** * * * * * * * *** * ** /t3 � do cc�� CCF $ Q Training/Education Fee $ to-go Technology Fee $ r _ ✓ Submittal Fee $ Permit Fe $ Z� -� Notary $ J'O Scanning $ (7O9 Radon $ Bond $ Code Enforcement $ DPBR $ Double Fee $ CO /CC Zoning $ Structural Review. $ Total Fee Now Due $ f W See Reverse side -* 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 ELECTRICAL 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 wh' 'ccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no s - �.�; 'jil/Il and a reinspe -e wi I be charged. Signature —.•1•11/101/4 Owner • Agent The foregoing ' lament was ac owledged -fore me this 012 The foregoing instrument was acknowledged before me this d a y of V P' 20 ,b i r 11 I F ( day of ,20,by who is personally known to me or who has produced - 1 ✓pwho is personally known to me or who has produced as identification and who did take an oath. Signature Contractor As identification and who did take an oath. Sign: Print: My Com r ission Expires: NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) )/ / C) IC) Plans Examiner Engineer Zoning untitled PROPERTY ADDRESS 102 NE 107 ST JAMES T MILLS AND ALPHONSO MARTIN 786.239.7091 REMOVE EXISTING WALL AND WINDOW IN GARAGE ORIGINAL OPENING REFINISH INSIDE FRAME AND PAINT TO EXISTING EXTERIOR COLOR. INSTALL NEW HURRICANE RESISTANT RAISED PANEL GARAGE DOOR, APPROX. 1001 WIDE AND 90' HIGH it%-0740 B Y: Page 1 R02- 2R03 BY: ----------- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING \/4..n4 " JOB ADDRESS: FBC20)' Permit No. Master Permit No. 2110 ROOFING /a,L /e) 7 sf City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO r Flood Zone: OWNER: Name (Fee Simple Titleholder): c`% z%�� C° .40/11--C Phone #: 03 T Address: /6.)- , / 0 7 City: State: Zip: Tenant/Lessee Name: Phone#: Email: 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: $ LDO Square/Linear Footage of Work: Type of Work: Addition DAlteration n oNew ORepair/Replace ODemolition Description of Work: Color thru tile: ********+x****** **** x*** *****+x*****+x**** Fees* **+ x********************** ******* *** *+x****** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for El.F,CTRICAL 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 1 UR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI _ E 0 COMMENCEMENT." Notice to Applicant: As issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith e notice of commencement and construction lien law brochure will be delivered to the person whose property is u: �� j ent. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspe ti V 0010, 4,,, occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no I1, , el ` j; . ed and a reinspection fee will be charged. Signature S ii iliUL Signature �� IV er or Agent Contractor / n/ ,� The f e ,, ®g ms • ent was acknowledged before me this ,0-1/ The foregoing instrument was acknowledged before me this day of , ' • , by-5-06 , t (�S, day of , 20 _, by who is personally known to me or who has produced 6 / who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: As identification and who did take an oath. NOTARY PUBLIC: , 111111,0N / / ", Sign: �`+.��''• °;'c6S ° '' ••.` '�.� Sign: Print: �C �� \�6 e���'•� _ Print: Q ' My Commission Expires: = s ,Iki\l, \�g\o��g p My Commission Expires: .(,(\e �. * * * * **** ***** *** ******* ** ** x�zx�*** ** r � g*I*+ say*****+ x+ x+ x* *******+ x***+ s**** **+ xw ********* ********** ***** APPROVED BY 47:1C4164- Plans Examiner Zoning 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 DISC OSURE STATEMENT NAME: 7, 14'1 r' //J99 DATE: ADDRESS: /C2,9-- 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 entitles 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 :s my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is respo • ibie for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may • .':ct myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instea, of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or Iicens bers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also buil ''0. i'" • rove a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occu ' - cy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substa i+.- "\ improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I buil tantially 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 residence. It is my responsibility to ensure that the persons whom I employ have the license required by law a municipal ordinance. Initial bu ding or county or 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. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not li ' nses 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. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by aJNapplicable 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 Internal 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 /cilb/iindeX.htrr� Initial / 111 1 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am legally and financially responsible for the proposed construction activity at the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informati have provided on this disclosure. Initial e T Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not • e a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may b 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 contractor's 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 owner's 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 day of , 20 By Prod : e \i, � Jse or as identification. ■`0\`‘Ny" who was personally known to me or who has NER _J NOTARY Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: /Doi 7 ' /Q 7 Permit No. Q$ .-2 0 j Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 11) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF () PSF ( +) PSF ( -) PSF / &402.463e2 oiciat_ o, I2/2 -e,z. qO.b 3 -R. © 840-I—x 6--,— /ZD /ID 7e. (H--------re 4- c___________ -.-"-----leC-""-*-\--'' ''......'..5 (CI") W e MIA I 1,) AM DEC o1 2 • , . ET 149 WEST FLAGLE t STREET, SUM 1603 �d 1 MIAMI, FLORIDA 33130 -1563 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DWISION B Y: NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 630.375-2901 FAX (305) 375 -2908 Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 SCOPE: This NOA is documentation submitted Rules and Appeals (BO Jurisdiction (AHJ). applicable rules and regulations governing the use of construction materials. The by y1iami Dade County Product Control Division and accepted by the Board of " to be used in Miami _Dade County and other areas where allowed by the Authority Having This NOA shall not be Italian date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) xI areas oother than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as descrlbed herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Sectional Garage Door 16'- 2" Wide. APPROVAL DOCUMENT: Drawing No. 101300, titled `Double Car Hurricane Pan Door", dated 02/11121 . All last revision on 01/06104, sheets 1 and 2 of 2, prepared by Clopay Building Products Co, signed and staled by M. Ni". Westerfield, • PE., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Ac ceptaaoe number tpitl„eA4iiration • • • • date by the Miami -Dade County Product Control Division. • • MISSILE IMPACT RATING: Large and Small Mid Impact • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state tad followiprddement; • "Miami -Dade County Product Control Approved ", unless otherwise noted herein. •••• • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and therequirletn no pbpg8 an 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 artteige in the Materials, .... :._ use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, Bar salea,"alitrEnisiUg . or any other purposes shall automatically terminate this NOA. Failure to comply with any section Qf tje NOA shill be cause for termination and removal of NOA. • • • •••• • LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels'ffode& this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM B-8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 mks, four times a year, the manufaCturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 38000 psi or more shall be used to make door panels for Dade County under this Notice of Acc eptattce 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 renews NOA # 03-0829.05 and consists of this page, evidence page as well as the approval document mentioned above. The submitted documentation was reviewed by CandidoFont PE. • • • NOA No 05- 1212.02 Expiration Date: March 26, 2007 Approval Date: March 23, 2006 Page 1 • u '0" 18 0A. OALV. DOUBLE END STILES • ATTACHED TO TOP AND BOTTOM RAIL ORH PATENTED TOO -L -LOC SYSTEM.' ATINTERMEDIATE BETWEEN EACH L A1• TACHED WTEN D ??0 _.1, -LL P& 50) ' AND 1& ,..An (AL -l�l1 7 I) Intl 1161 = �� 1 Jj1 ,i _, .1 ,' _._� I .. ._ _ . Arre°PN9T TD EYi CW1(4i[1• ildir If LIFT_∎ [Y;iitT<iTEYJi [� [rt>ic>Eex�t� 8° OR 21' HIGH A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR MOTH 16-2" , 00002 E 'AFr1LR th7F�>• •'; "';..'►,; u„ - �. q.. � ;:v.,quS!e!f4i4eLU ?..L:!Si�lts� STD HEIGHT MODFIeS 83 84A. 93. 94 000RS UP To 8 o 81011 HORIZTO'N1AL TRACK SUPPORT EN DOOR INSTALLER (TO SUE) coarreReALMCE SYSTEM • 12 0*. CAW. CONTINUOUS 1 -8/8 s 2 -3/ ANGLE. • 78° (re% & 8'0"H DOORS ILLY) nEALactiamisms e3" 38" z' CALV. STEEL TRACK TRACK THICKNESS: .086' TIP. 2-21/012 0A. GALV. STEEL Wm, CIJPS. OISTANCE FROM BOTTOM OF VERTICAL, TRACT Tp EACH C}1P 11: 3-1/2; 10' 13....31;•84% RS 070Y) ' i -S Loa SCREW PER . GUY TRAECNK CONFIGURATION gar UP TOG120 HIGH H93. H9¢ PAGE 1 OF 2 16 GA. PAINTED END STILES ATTACHED TO DOOR SKIN W1114 PATENTED TOG -L-LOC BYSR01 • (TOP. BOTTOM & CENTER).. VIEW 'C" • vim '8" . TWIN' PONT LOCKING" HAS BEM TESTED PER TPE SECTION QIREME11 OP 8/8 E 11. ENGAGEMENT. DOOR TESTED FOR •• FORCED ENTRY BATH OUTSIDE TWO* L LOCJC 0210 INSIDE �G16 (SEED! I ONOi EACH PAM. . 24 GA. 006 ® Imo. Y0.O STROKED mg y i..- SKW BETH 0-40 • 04L BNDp -ON PRIMER AND A • .. No. A553). • CENTER NANO REQUIRED FOR / DOORS 0778 8' HIGH SHIP LAP JOINTS. i fN1.V. TAPERED &EEL TRACK AND ANGLE.:.��/ TRACE THW2tNE56 :.101 °. ANGLE RICKNE45: ✓>w OS% g/y�R r SUPPORT 14' M610MUM SPACING S1�•E 8uR) — FROM LAST MOUNTING SLOT TO TRACK JUNCTION SPA= AT 1" CEIG -12' ON ' r,. TRAGIC LEMON d ff' WY`i- ivCiiilFr':� �Y TRACK NUT AI' EACH SUR LOCATION. r 10' •1 • • 3-143' • • 46', IB0. ).• ALTS • • • •C• HORIZONTAL TRACK • • • • • • •�TAtCE81pS THE :,•'� _ (LL 3r AT THE 6AME 1/2". 10'. 22'. 34', IXICATED AT 16', 28 ". & EYt5 LOCATED ABOVE JUNCTION. • • ••• • • • • • • • W. =— FIERO P.E. • 4 FLORIDA REBJIIS0IMTIRJ' N0. 48 •. 2 3 4 5 2/t3/98 12/8/2000 8/25 2003 1/6/2004 2' THICK / ADDED JAMB DWG & HART 0 PAGE 4 DWGTO2P S DISK; VENT AREA; TRACK NOTE TO PG. 1 DEL. M/N 87/97; DDS/G-40 WAS DISK 0 -80 ADDED EXTENDED HEIGHT MODELS H93, H94 JAMB ATTACHMENT & VENT NOTES MODIFIED 1 TOP ' I + ATTACHED TO TOP BRACKET OM (2) 1/4111/2' BOLTS AND NUTS PER BRACKET. • 6"—I 814LGA. OALV. FEVER WNW. ' FC21 HIM FASTENED TO END • AND (4) 1/44 81/ SOY TAPPING SCREWS. ' (SEE VIEW °8°) 2 -1/2' e/8' (TYP) ' C- CNNITNEL 18 GA. f6V.V. STEEL • COCI�N --�E B' AC fir EACH SMILE LOCATION WITH • b' • (1) 1 4 /4 SELF TAPPWD SCREW. tar WIDE ■ 108 QALV STRAP. (7) PER E [flelA)8 RND FRO13UCC 13 OA QALV. BRACKET. &WAD e8A4.1ryapld0 ATTACHED WDK (2) #1485/8" SHEET METAL X89. ALUMO4UM E7ORUSER & VIM WEATHERSTRIP. ' CFOTON A—A EROS W1) #148/6' 8HEET METAL SCREWS 1,7a ir7k 1/4%3/4" SELF 14 Mimi %4INGRE 16 pA INTER y T NCi: �e WEtV B E p Cade t>s•109eE it• HISidIns ..- 0 isghass DEMON LOOS: +48.6.PGA & -82.0 P.S.F. MODELS 83, 84A, 83, 84) DE50004 LOD& +48.8 P.S.P. & -81.7 P.S.F. MODELS 183, 0494) ClpPiy ALtitdiilg;?goaats ecwnpany• • TOLERANCES .00 - 8.03 WALE, Wn!w CKa9* Othanalsa O00 - 8.015 NOTED 0000 - 8.007 BALE. 2 /08 /95 Chir= - 81/2' DRAW E. taw CLOPAY BUILOIND PRODUCTS 8588 OLK(0 BLVD. MASON, OHIO 45040 (5 770 -4800 PAID 1 OF 2 SIZE 18'2'W K 12.0'H CHECKED BY. SESCREPTIM DOME CAR HURRICANE PAN DOOR 161 r00 ' o1�oD ••• • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • A MODELS 83. 84A. 93. 94 (UP TO 8'0° HIGH). H93. H9 (UP TO 12'0' HIGHS 2x6 (JAMB 2 OR TO SSQUPPORTIRG1p STRUCTURE TTACHMENT 17 THE �• lS 58 VERNAL JSSFE 1402 (�) ,)YELLOW PONS. 1400LLOAD FROMM TRACK 2) EACH VERTICAL JAMB BEES A MAXIMUM DEWEN Ui*D OF +372.8 L8 & -418 19. PER 112411 FOOT OF JAMB. 3) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSA2( TO PROVIDE A FLUSH ROUN1INO SURFACE. • WOOD FRAME BUILDINGS / 12110WAILS OF 00011 OPENWO STALL BE FRAMED SOLID BY NOT LESS THAN (3) 24 PRESSURE *TREATED GRADE • 08 SEM HOOD STUD OF A SIREKS GRADE ROT LESS 'INN 1200 PSI NOMINAL EXTREME FIBER STRESS • BENDING ) FOR DOORS UP 10 8'0' RN. MUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE ems AND IN ACCORDANCE WITH THE f13804 80201/40 CODE. (4) 2x8 PRESSURE TREATED GRADE #2 OR BETTE W000 STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL MERE FIBER STRESS N BE101N0 FOR DOORS UP TO 12.0• HIOH. BLOCK WALL OR CONCRETE 2x6 WOOD MB SHALL BE ANCIGREO TO GROUT QED =CH WALL %CONWMN. CRETE C0 BLOCK WALL 0915 SHALL 82 FEED NTH CONCRETE AND H9NPOR0ED 1701 BAR EXTENDS* RAO THE FOOT= AND INTO 11E BEAMS. ALL NU BARS SHALL BE CONRWS RE 11E BEAMS TO FOOTING PEN BLECK WALL OR CONCRETE COLUMN. BLOCK WAILS AND CONCRETE COLUMNS NO BE DESIGNED 8Y 9WLWN0 PROFESSIONAL OF RECORD AND IN ACCORDANCE SRN THE FUR=OR BUILDING con.. 2x6 JAMB 0 SUPPORTING STRUCTURE ATTACHMENT / (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x8 VERTICAL JAM93 OR SUPPORTED 57 101U / PAGE 2 OF 2 HORIZONTAL an (NO LOAD FROM DOOR) .X9 �a56 3/27/95 ADDED JAMB DWG & CHART TO PAGE 4 2 11/3/97 REFIT DWG TO 2 PAGES 3 2/13/98 REV. JAMB ATTACH. FASTENERS ON PG 2 4 12/7 /00 DEL. M/N 87/94; DDS /G -40 WAS D0SK /3-60 5 8/25/03 ADDED EXTENDED HEIGHT MODELS 6 1/6/04 JAMB ATTACHMENT & VENT NOTES MODIFIED 1W -METER 887ttEEN ^ WASHERS F:,•••lr; ';.i�llvlii'S4'Y?. ^.=i ?•IY.'• o-)f y:Si'Z ..( ,'. i�.+ ifII ►r.Ti ?7ialTi- na�t•ei §::dai1'i Vey l:S;...W'..'!S!1M-., ai3LFC�ifIIsTLSi t..I`'i?: :.:;,Lx»yir:•,: ilr;+.. !` •I.l:�i(•.1�ria- 1 -r...; '�)1.R•i3�•1 LIa I#S)'<)C 1MYLMUIRR '1,' Y :•? : :4:G 1N!�7 Stu:1•Si';;Li_ ^`:•�fL:. :13 -•,::f _____ �Lu� f'? •:•f:•''lnwaro!`sa��a[TI'fi'iQI :aiz r ar _ i'6': ";w3 S:!1i8iL1i BUSSING TYPE FA97028 TYPE 180aIM DISTANCE BETWEEN CENTER OF ANCHOR AND ENE OF CONCRETE BLOCK: 3° EKCUJ 1140' STUCCO INICIOIREN • • - • • FIST (D )) ANOHOT sumo AT NO MORE •TNT HALF OF THE MAXIMUM ON- �FNIER DRAAN� HIGHEST ANCHOR INSTALLED AT LB15T AS HIGH A9 THE DOOR °PE NNS. ®CLOPAY OWES, N01 SUPPLY JALMB ATTACHMENT FASTERS. AMMO A 332 8NCR&L22 IN ALLOWABLE LOAD HASS BEET 415ED TN THE 788011 OF CONCRETE ANCHORS & WOOD FASTENERS. 1° DOOR OWSUP (EACH SOD 2x8 WOOD JAL)3 SEE VAN PREPARATION IAN, y� glFg L� � a 12 tp.Egg//F1ABIENED//1��0 WOOD •., Iglb��- 1 NOT 20 28.32D0 14' C.C. COTNIIOU5 • I - - - . ANGLE MAY BE TIOTCHED our AT JAMB • TO STRUCTURE ATTACHMENT PUNTS. • 2° MN. OVY.V. STEEL TRACK FA1N123 • TO 12 GA. TAN. OM STEEL TRACK OJPS. • TRACK WANED TO EACH CUP • WITH TWO 1/415/8- BOLTS & 11111. • EACH TRACK CUP 'MHO TO • CONTINUOUS ANGLE WITH • (2) 1/4' CIA. RIVET= PER CUP. • STOP MOMS BY BOOR ammo (10 901) 18 006 -CALK STEEL PAINTED END STILE 18 0*. GALV. STEED. DOUBLE END STILE • 20 04. TW.V. STEEL. INTER. SITE SR). El ar,-•c• 83. 84A. 93: 9¢ • n • Tta's• RARER 1a V. 14rS /8°8HEET 4. 4x3 giEg {NED FP lSPW�Rp�I,FYR�l; � � M : E INSE •R)1 4 SELF '110 2' MIN. OIA LNG STEM! 10 BALL 31821 ROLLER. •• MD 0? ROLLER 91EM AREA= FOR 1• DOOR OVERLAP (EACH SIDE) 3'N,L • • 218 WOOD JAES' SEE 'U NNE' ABOVE • JAMB EXTENDEO HQ( MODELS H93. H94 DOORS UP TO 12'O HIGH STOP MORON* BY DOOR INSTALLER (10 SUIT) • 18 SV1. GAIN: STEEL PANTED END STILE 18 OA OALV., snail_ DOUBLE' ,0.1 Gl1L , 92 SALE• • • S • • • • 1 -S /8° x 2 -3/8' MDL x SIGA.TPPISSO ANGLE SEE LAO BOLT MOUNRNO AT TRACK CONROURATSN . 101' nom 3' GALV. STEEL TRACK MIMED TO. TAPERED ANGLE. TIMM TO TAPERED ANGLE WITH '21101/4115/8' BOLT & NUT AT EACH mous= 8LOT. 7 /1B' ROUND PUSHNUT 8 INSTALLED ON EACH ROLLER SHAFT. • ai a - • ® Clopay 2) 1 4 TAPp ��' 'r 60%. • • G • EtUildIMg'PtodL14 fS 3" DMA. 8-1/2' LONG SEEN BALL � � LYER. ' • ( END STILE SIDE BOLT 1014 ENGAGES INTO VERTICAL TRACK ONE + LOCK 014 FACD� E '• ItNSYDE SLtOE 031T SNAP MATCH ENGAGES ONTO MUSICAL ONE LATCH ON EACH SIDE OF 01781. STILE OUTSIDE KEYED HANDLE P1D STILE INSIDE HANDLE dta WMt UOU9 ZILE TRACK SNA1 BE FASTENED TO PRESSOR TREATED 203 YELLOW • 7'0 HIGH AND ((1)LAO5/19°0-5/8 A SIDE UP TO 8'O�)HIOF1 1 PERTSIDE 1P TO 9'0' HI(3S, Si5) LAG SCRIMS PER SIDE UP TO 10'0' HIGH. (101 LAD =WAS PER 8102 UP TO 110" HIOH. (17) LAO SCREWS PER 9131 UP TO 12'0 FBOH. THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF 1HE PRESSURE TREATED 2x8 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF MORD FOR THE STRICTURE AND IN ACCORDANCE 17TH CURRENT BUILONO CODES FOR THE LOADS USTED ON THIS CRAW1N0. PREPARATION OF JAMBS BY OTHERS. - . AJl MOUNTING OF TRACK ANGLES, HORIZONTAL TRACK SUPPORTS. AND A11 OTHER • DOOR HARDWARE TO BE INSTALLS) PER OLOPAY 9L4rAUATION 1NSTRIJCTWHS RUPPUED WR14 00OR SYSTEM UNLESS O11428.Y19E NOTED. i• is • •• p ®w9helm14an8a BlIMITON , P.E FLORIDA REGISTRATION No. 48495 @]mDBC T REVISED a>bsco ft P(ortdx iNspLeir0 in OS D ESIGN LOADS: +48.6 P.S.F. & -82.0 P.S.F. MODELS 83. 84A, 93. 94) D ESIGN LOADS: +49.8 P.S.F. & -51.7 P.S.F. MODE. 1193, H94) • • • .• • :• C( 'pang• • ••• • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • •• •• • • • TOLERANCES Yaws stand 001enlee D4 - 11.03 000 - 11.018 0000 - ±.1307 ogress - 111/2 • i NOTED MUD 2/15/83 PAM 2OF2 Matt 31E 187°W x 12'0°H CLOPAY UIILULNG NRODUCIS 8888 DUKE BLVD. MASON, OHIO 48040 (513) 770 -4800 CRAW Hri MWW OESCRIPICAI DOUBLE CAR HURRICANE PAN DOOR 080tH I DW VMS MOM 101300 I� 6 Clopay Building Products Co. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. Drawing prepared by Clopay Building Products Co., titled "Double Car Hurricane Pan Door ", Drawing No. 101300, dated 02/15/95, with last revision on 01/06/2004, sheets 1 through 2 of 2, signed and sealed by M.W. Westerfield PE. B. TESTS 1. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 of " Garage Door ", prepared by Hurricane Engineering & Testing, Inc., report No. HETI 95408, dated 01/25/95, signed and sealed by H. M. Medina, PE. 2. Test report of Uniform Static Air Pressure Test Per PA 202 on " Garage Door ", prepared by Hurricane Engineering & Testing, Inc., report No. HETI 95407, dated 01/24/95, signed and sealed by I. M. Medina, PE. 3. Test report of Forced Entry Resistance per section 3603.2(b)5 on "Garage Door" prepared by Hurricane Engineering Testing, Inc. report No. HETI 95 -407f, dated 01/25/95, signed and sealed by H. M. Medina, PE. C. CALCULATIONS I. Calculations dated 01/20/95, pages 1 and 2, prepared by M. W. Westerfield PE, signed and sealed by M. W. Westerfield PE. • 2. Calculations dated 02/24 /95, page 1, prepared M.W. Westerfield EA,' 1ign4 sand sealed by M.W. Westerfield PE. • • • • • D. MATERIAL CERTIFICATIONS "" • • • • • 1. Test report of Tensile Test per ASTM E 8, report No. HETI 94 -T5 " �epared gy; • • Hurricane Engineering & Testing, Inc., dated 02/06/95, signed and: ieq• by MX" Medina, PE. • • . 2. Test report of Salt Spray Test per ASTM D1654 & ASTM B117, repor4 No AEM- 1)44; . prepared by Q.C. Metallurgical, Inc., dated 06/03/99, signed and seale1 bt II Grate ..•• • ' . .. . • •• • . • • • • E. STATEMENTS. 1. Affidavit of yield strength compliance prepared by R D. Shifflett employed by Clopay Building Products Co., notarized on 01/11/2001 by B. H. Schuler. F. QUALITY ASSURANCE. 1. Building Code Compliance Office. E -1 Senior Product Control Division NOA No 05- 1212.02 Expiration Date: March 26, 2009 Approval Date: March 23, 2006