Loading...
30 NE 100 St (14)Inspection Nu "rnber: I NSP- 14893 Inspection Date: 04/14/2006 Inspector: Grande, Claudio Project: <NONE> Building Department Comments Thursday, April 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: ROMANICK, GARRY AND ELISABETH Job Address: 30 100 Street NE Miami Shores Village, FL 33138- Block: Contractor: ALL GRAND GARAGE & ROLLING DOOR SERVICES OF SO 1 Permit Number: RC -3-06 -534 Permit Type: Residential Construction Inspection Type: Garage door Work Classification: Garage Door Phone Number 305 - 205 -4538 Parcel Number 1132060131230 Lot: Phone: 305 - 819 -5855 Page 2 of 2 Passed 449, Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Nu "rnber: I NSP- 14893 Inspection Date: 04/14/2006 Inspector: Grande, Claudio Project: <NONE> Building Department Comments Thursday, April 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: ROMANICK, GARRY AND ELISABETH Job Address: 30 100 Street NE Miami Shores Village, FL 33138- Block: Contractor: ALL GRAND GARAGE & ROLLING DOOR SERVICES OF SO 1 Permit Number: RC -3-06 -534 Permit Type: Residential Construction Inspection Type: Garage door Work Classification: Garage Door Phone Number 305 - 205 -4538 Parcel Number 1132060131230 Lot: Phone: 305 - 819 -5855 Page 2 of 2 M 'CZ;50T , -AH sj ick BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): CBuildin Job Address (where the work is being done) Is Building Historically Designated YES Type of Work: Describe Work: Value of Work For this Permit $ Miami Shores Village Building Department 10050 N.E.2n 6gApiC qd- e l:• Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 6 4024?t 1 "0 554 # S•��� "t (T Owner's Address [at k (60 City " P V \ S1 "\ S State -ti- Zip s 7 7 /K Tenant/Lessee Name res, Florida 33138 5) 756.8972 S_c. Permit No.ECO 534 Master Permit No. Phone # City Miami Shores Village County Miami -Dade Zip 3 FOLIO / PARCEL # Contractor's Company Contractor's Address 'T t q () 1 ' k) City l l A-L e 4r A ..ge -) Qualifier Name State Certificate or Registration No. Architect/Engineer's Name (if applicable) State NO ['Addition ['Alteration ❑New te c� S� WO p tk S "' �1:ne # NO 1A- Zip J O t ( P Phone # Certificate of Competency No. Phone # s- 4 -Sic " Square / Linear Footage Of Work: Repair place ❑ D molition Submittal Fee $ 0 Permit Fee $ Structural Review. $ ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ 0. CE CO /CC Notary $ 5• 00 • Training/Education Fee $ 0 , 2-.O Technology Fee $ 2.'15 Scanning $ 3 .00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 1Z -SS 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 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 Owner or Agent Contractor The foregoing instrument was acknowledged before befoo re a this 3 he foregoing instrument was acknowledged before me this day otl (idl,20063E1i ak d' 'n Ct y of ,20_,by who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commi sion Expires: APPLICATION APPROVED BY: (Revised 02/08/06) As identification and who did take an oath. isslon Bonded Thru DD476455 OTARY P OF FLORIDA ernandez tie Bending Eo: Inc. Signature NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: i l.,( r £WIWS(1 1 PV -DATE: ( l 0 ADDRESS: � Ivy b�1 —t Mk � M 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 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 hold title to the above property and I am planning on doing this construction 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application • Initiak ' 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial Initial I ui d'erstarid that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate contract disputes. 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this 3 day of MO rch , 20 °Cc B} VIZ-Or Y 1 12- CMCI h , �#ho was personally known to me or who has Produced there License or Ib Initial <(")r Initial Initial Initial 'K ..-- as identification. Issue Date: 3/7/2006 Expires: 03/03/2007 Owner's Name: GARRY AND ELISABETH ROMANICK Permit Type: Residential Construction Work Classification: Garage Door Job Address: 30 100 Street NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Contractor(s) Phone Primary Contractor ALL GRAND GARAGE & ROLLING C 305 - 819 - 5855 Yes Comments: CHANGE EXISTING GARAGE DOOR FOR A NEW GARAGE DOOR Additional Information Type of Construction: GARAGE DOOR Stories: NA Front Setback: NA Left Setback: NA Bedrooms: NA Plans Submitted: Yes Certificate Date: 3/3/2006 Occupancy: Single Family Exterior: NA Rear Setback: NA Right Setback: NA Bathrooms: NA Certificate Status: NA Additional Info: NA 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 zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $5.00 $110.00 $3.00 $2.75 $121.55 Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RC - - - 534 Phone: 305 - 205 -4538 1132060131230 Lot: PB: Total Square Feet: 0 Total Valuation: $ 904.15 Required Inspections Final Invoice Number RC - 3 - 06 - 24024 Total: Amt Due $121.55 MAR 10 PAID Amt Paid 2- ..S5 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION // NOTICE OF ACCEP (NOA) /() CO Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Mimi-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted 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 described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. APPROVAL DOCUMENT: Drawing No. 101706, titled "Door Models 84A, 93, 94, H93 & H94 ", dated 11/18/96 with last revision on 08/01/03, sheets 1 of 1, prepared by Clopay Building Products, signed and sealed by M.W. Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "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 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, 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 31300 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance 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 and renews NOA # 01- 0410.04 and consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Can .6 •Mt110-DADE FLAtItit BUILDING • • • 140 WEST STRbE ', SUITE 1603 MIAMI, FLURIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • . .... • .•.. or .. • .. .. .. • • . . • • • • • .. .. • ......• NOA No 03- 0520.03 Expiration Date: September 25, 2008 Approval Date: September 04, 2003 Page 1 Clopay Building Products Co. • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • .•. • ..• . • .. • • •. • • • • • • • • • • • • • • • • • • •. • • •. • • .•.. • • . . .... •••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NQAA ; ; • • • : • • : • • • • • A. DRAWINGS ' • 1. Drawing prepared by Clopay Building Products Company, tithed boor :Mocols: 84A, 93, 94 H93 & H94 ", Drawing No.101706, dated 11/18/96, with latest revision on August 2003, sheets 1 of 1, signed and sealed by M. W. Westerfield, PE. B. TESTS 1. Test report of large missile impact test per PA 201, cyclic wind pressure test per PA 203 and uniform static air pressure test per PA 202 on 9' wide x 8' high door model 84A/94, prepared by American Test Lab of South Florida, report No. ATL # 1217.01- 96, dated 12/18/96, signed and sealed by W. Mehner, PE. C. CALCULATIONS 1. Calculations of anchors; pages 1, prepared by M. W. Westerfield, signed and sealed by M. W. Westerfield, PE on 01/10/97 D. MATERIAL CERTIFICATIONS 1. Tensile test report No. CTL062C, prepared by Certified Testing Laboratories, dated 01/20/97, signed and sealed by R. Patel, PE. 2. Salt Spray Exposure test report No. 29198, prepared by Applied Research Laboratories, datedl2 /15/93, signed and sealed by C. A. Hamon, PE. 3. Salt Spray Exposure test report No. 9EM -1144, prepared by Q.C. Metallurgical, Inc., dated 08/03/99, signed and sealed by K. Grate PE. E. STATEMENTS. 1. Affidavit of minimum yield strength compliance prepared by M. Westerfield employed by Clopay Building Products Company, signed by M.W. Westerfield and notarized by B. H. Schuler with No Date. 2. Letter of code compliance prepared by Clopay Building Products Co. on 05/31/00 signed and sealed by M.W .Westerfield, PE. 3. Letter of no financial interest prepared by M. W. Westerfield PE. notarized by M. E. Knisley on 01/10/97 4. No change letter issued by Clopay Building Products on 08/01/03 and signed by M. W. Westerfield, PE. E -1 Can i do F Font, PE. Senior Product Control Division NOA No 03- 0520.03 Expiration Date: September 25, 2008 Approval Date: September 04, 2003 MODELS 84A 93. 94 (UP TO 8'0" HIGH). 1-193 & H94 (UP TO 12'0" HIGH) ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED END STILES ATTACHED TO DOOR SKIN MTH PATENTED TOG -L -IOC SYSTEM (TOP, BOTTOM, & CENTER) INTER. TOG -L -LOO SYSTEM (TOP, BOTTOM, & CENTER) ONE INTDRW TE STILE BET EACH EMBOSS STILE ONE INTERMEDATE 5111E BETWEEN EACH EMBOSS ATTACHED WITH TIH TOG -L-LOC (TOP (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) ANTI URETOHANE ADHESIVE (ALONG CENTER) OUTSIDE HANDLE SNAP LATCH ENGAGES ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) ONTO VERTICAL TRACK. ON ONE EACH SIDE OF D LOCATION OF OPTIONAL VENTS. (MAX SIZE: 60 SO. INCHES) MAX. DOOR WIDTH = 9'-0" INSIDE ELEVATION DOOR HEIGHT 7� TO R' 5 9 0 TO 10 6 10'9' TO 12'0' 7 NUMBER OF SECTIONS' 4 III [T • - SECTIONS ARE EITHER 18' OR 21' HIGH 01 8 TRACK CONFIGURATION STD HEIGHT Mann S 84A. 93 94 1KOOR5 UP TO 8'O" HITRT HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM 76' (7'6" & 8'0' H DOORS ONLY) DOOR 24" TRACK CONFIGURATION 13 GA GALV. STEEL FLAG BRACKET. SCAT E 1/2" - 1' 10' 3 -1/2' 2' GALV. STEEL TRACK. HEIGHT TRACK THICKNESS: .083' TYP.. 2- (/2 GA GALV. STEEL TRACK BRACKETS. DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14' 0.C. (6 TOTAL FIRMS PER SIDE FOR DOORS UP TO 7'0" HIGH). (7 TOTAL 8RK15 PER SIDE FOR DOORS UP TO 8'0' W0/4). EACH TRACK BRACKET ATTACHED TO DOOR JAMB MI1H (1) 5/16' X 1 -5/8' LAG SCREW TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT & NUT. OR IWO 1/4" RIVETS. ELEEilltLIN •mm NEW 'A' NEW m $� TWO POINT LOCK POSISON INTO TRACK HAS BEEN 8 1c310U PER c REQUIREMENTS OF SECTION 12 OF TAS 202. 8' MIN. ENGAGEME (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) (4) /1445/8' SHEET METAL 5CEW5 (2) 1 /4'x3 /4" SELF TAPPING SCREWS 14 GA ENO HINGE 11 GA INTFRMFIXATF HINGE MLA" • 1:10 _21: LOCATION OF OPTIONAL VENTS.® (MAX SIZE: 60 50. INCHES) MAX. DOOR WIDTH 9' 0' INSIDE ELEVATION TYP. 2- 1/2x12 GA. GALV. TRACK BRACKET. EACH TRACK BRACKET ATTACHED TO DOOR JAMB WITH (1) 5/16' x 1 -5/8" LAG SCREW 2" GALV. STEEL TRACK FASTENED TO 2- 1/2412 GA. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4 BOLT & NUT, OR TWO I/4" RIVETS. TRACK 0ONROUR .TKON 408100DO0R I N SUN) FXTENOm HFII:HT morn 5 493A 694 MOORS HIP TO 11'0" HIGH CENTER HANG DOOR COUNTERBALANCE ®REWIRED ON SYSTEM DOORS OVER 8' HIGH 12 " -14' NX 13 GA. GALV. STEEL FLAG BRACKET. TRACK CTINFlC,IIRATION 2' MIN. GALV. STEEL TRACK. MIN. TRACK THICKNESS: .083' TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4' BOLT & NUT. OR TWO 1/4' TYR. 2- 1/2412 CA. GALV. STEEL TRACK BRACKETS. EACH TRACK BRACKET ATTACHED TO DOOR JAMB WITH (1) 5/16' X 1 -5/8' LAG SCREW DOOR HEIGHT NS10E HANDLE 0411900(011101.00< SNAP I ATCH 1 TICK OPTION O POINT LOCK PO51110N INTO TRACK HAS BEEN REQUI OF SECTION 12.1 OF TA5 202. 5/8" MIN. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) • lams 2' STEEL LONG STEM ROLLER. JAMB CONFIGURATION DESIGN LOADS: +57.0 PSF & —67.0 P5F. PRODUCT RENEWED n et/8 the nett& ;o3 7 qtralli Miami Dade PEodlct Divides DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING 01NS150 KFYFTI 1 TICK IOCK RAR IOCKINQ 24 GA MIN. 0 -40 MIN. GALV. STEEL (MIN. YIELD STRENGTH: 31.3 451, DRAWING DUALITY) WITH BAKED -ON POLYCS RN PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL OPTIONAL STOP MOULDING BY DOOR INSTALLER (TO SUR) 16 GA MIN. GALV. STEEL END STILE 18 GA GALV. STEEL DOUBLE END STILE 18 GA. MIN. GALV. INTER. STILE 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INSIDE SKIN W/(4) /144/8' SHEET METAL SCR ENS. (VIEW "B 7/16' PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION 14 GA GALV. ROLLER HINGE FASTENED TO END STILES W 4 1445/8 SHEET METAL SCREWS AND (2) 1/4'x3 4 SELF TAPPING SCREWS. (VIEW "Al END OSLO LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. INIFAMllu11<.11114.11LL5,INTIE t N141:ID[d1F F.l GYAt:fOlL! O•Ya:1Ndt4AUNPiHSY !]AM.:.E1•LIMELI WAIITO 3 MD EXTENDED HOW YODDS (— 2 THICK SECTON A -A 12 GA GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACKED W /(4) /1445/8' SHEET METAL SCREWS. SLIDE BOLT END LOCK ENGAG STILE INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. JNSITIF 51100 ROT f TICK OPTION t-I SHIP LAP JOINTS. 14 GA GALV. STEEL END HINGE. EACH FASTENED TO END STILES 14/(4) /1445/8' SHEET METAL SCREWS & (4) 1/4' SELF TAPPING SCREWS. 4' TALL X 2 -1/2" WIDE X 16 GA. C- CHWNEL ONE PER SECTION ATTACHED TO DOOR AT END ANTI CENTER STILE LOCATIONS WITH ONE 1/4' X 3/4' SELF TAPPING SCREW PER 5ITLE. 1 -1/4' WIDE MIN.. x. 16- GA. GALV. STRAP. ((7) PER SECTION. (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4' X 3/4' SELF TAPPING SCREWS (TWO SCREWS TO DOOR. ONE TO C- CHANNEL). 13 GA GALV. STEEL BOTTOM BRACKET. ATTACHED W /(2) 11445/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & ARM. WEATHERSTRIP. •••• • • • • •••• •• • • • THE 246 VflI1RAL WID0 JAMBS AR•TO BE MADE 2 OR BETTER YELLOW • M4Y YELLOW PINE. N)O COUNT 1_480 IS FM41108RRED 90 8 U 0UR00) 08DUNIT TO PROVIDE 11�a %ll' • • 206 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCE • BLACK WAUTPOIR CONCRETE COWMN•11081•CELLS SHALL• BE FILLET. W y D T� H p yCDO.0fC EETE AND NFORCED CONTINUOUS *6 CN0R5 GN"8E T/4 -3/4 N CO ' EM ONCRETE • ANCHORS STARTING AT NO MORE THAN 8" FROM BOTTOM AND 16' e.s,•,Da SCAT 3/8 "44" (188/4" WED ) • • RAWL LOK /8Of< ANCINDR STARTING AT NOHOW 164898" •• .F •• • / • NOTE 2' SUPRFRTING STRUCTURAL ELEMPFS jItILL DE DESIGNjD BY A REGISTEiED PRMFESyONAI ENGINEER 'WIND LOADS • • SHOWN ON Trus •••• • =.m,4sfp.T• I 4.4Nw g Clopay C0OPAY BURRING PRODUCTS COMPANY 11!18 /98 •'0'W 4 12'011 8685 DUKE BLVD. Tn4mro. • • DOOR MODELS: Building Products MASON, OH 43040 =.. rm 84.0. 93, 94, 093, 894 company (513) 770 - 4800 o�4A" D I 101706 I 7 • • • ••• • • • ••• • ••• • •• • •• ••• • • • ••• • ••• • • • • • l � `�7 • • • • • • • • • • • • • • • • • • • . • • • • An ;ita'S Favorite Garage Doors' - L a v c r C o n s t r u c t i o n . S c c Our Best "Value Series" Steel Garage Door PR0•SERIES` With a 2" steel frame and 24 -gauge steel construction, the Model 94 is designed for long - lasting performance. The Traditional Panel and four color options combine with Designer or Classic Collection window designs to give you a garage door that suits your home style and lifestyle. Beautiful. 'frarranti S °d wi .d har y car 0 year warrant'1 unable. Reliable. k Good Housekeeping s „ • • ••• • • • ••• • • • • • • • f • • • • • • • • • • • • F • • • • ••• • • • Clo�® • • ••• • • • • Model 94 Short Traditional Panel Design - 7 CLASSIC LINE 94 BEAUTY INSIDE AND OUT PANEL COLORS White Art Deco] Art Deco 11 Art Deco 1 & 11 can be mixed and matched to create a custom look. Ste your Clopay Dealer for details. Brown Almond DURABLE; RELIABLE AVIV Classic Collection Sandtone Step Plate/ Unsurpassed Lift Handle Rustproofing System ADD ONE OF OUR MANY WINDOW OPTIONS FOR THAT CUSTOM TOUCH Designer Collection Designer Collection Windows are made of double strength glass or tough acrylic for durability. Brilliance" Series Windows create the illusion of real beveled glass utilizing new optical film technology applied to double strength glass. Acrylic windows are available in the Studio Series with platinum -look caming and in the Leaded -Look Series with brass -look caming. Studio Series Windows Living Tree SIMMIC Mission Brass Elegance • • ••• • • • : : •••• • •••••,S ,, • •-. • • • • • • • • • . • •�- ' • • • • •:••• • ••• •• • PANEL STYLE • • • • • • _w._ • • • • • • •• .. • _• — i •• ••• •• Short Traditional Parel • • i • • • i • • • • • _•_• •- •_ •• • • • • • • • • • • • A D DI TIONAL FEATURES It moitionoon ilflh ' Galvanized Torsion Spring Leaded Series Windows Brass Radiance • ••• • • • • • • • • • • • • • Heavy -duty 24 -gauge steel • Finished painted galvanized end stiles • Patented Safe -C- Bracket® cannot, under normal circumstances, be removed while the door is under tension • Corrosion - resistant longer- lasting galvanized torsion spring is one of four spring options available • Top quality nylon rollers provide durability and quiet operation • Step plate, inside and out, make door easy and safe to close • W indCode•: Doors and impact - resistant windows available to meet most regional wind load requirements. Consult your local dealer for specific information Brass Sun Burst (8', 9',16',17,18' widths only) Trillian Marquise Decorative Insert options can add a whole new look to your garage door. Color- matched designs are available for single or double doors. !ice SAL ( Cathedral 507 ..■ 111W I..■ ■..I • 1 5 : I�� 1111111111' "c1111IN Charleston 508 Colonial 509 ue erzes • • • • • • • •• • • • • • • • • • • Brilliance "' Series Windows Solitaire ' ik ± _ .ii irk • !It • i *L Prairie 510 4 ' r II ` �i F d �►� I- �► I ' ( �il � �I _ _ Sunset 505 (16, 17', 18'widths only) America's Favorite Garage Doors Sunset 501 (8', 9', 12', 16', 17, 18' widths only) Sunset 502 (7', 7'6%12' widths only) Sunset 503 (8', 9'.16',17,18' widths only) Sunset 504 (14', 15',15'6 widths nnty) ENNUI INN.. Visit our website at www.clopaydoor.com v to Design Your Door online. Ask your Clopay Pro- Series dealer about window warranties and see the window brochure and panel and window specification sheet for additional window details. In the interest of better quality and value, we are continually improving and updating our products. Consequently, photos and illustrations may sometimes differ from present models. For more information on these and other Clopay products, call: 1- 800- 2CLOPAY (1- 800 - 225- 6729). Visit our web site at www.clopaydoor.com for your nearest Clopay dealer. ©Clopay Building Products Company, Inc. 2005 A Griffon Company Printed in U.S.A. Sunset 506 (10%20' widths only) Plain Window MI NI DISTRIBUTED BY: It SDR- 0094 -02_RE V0605