The URL can be used to link to this page

GARAGE DOORIssue Date: Not Issued Owner's Name: KAI YAN Permit Type: Residential Construction Work Classification: Garage Door Job Address: 1236 93 Street NE Additional Information Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor Comments: GARAGE DOOR THIS WAS APPLIED FOR WITH PERMIT# BPO4 -1203 BUT NEVER PICKED UP SO NEW OWNER NEEDED TO PAY FOR Type of Construction: Occupancy: Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: 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. Futherm ore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $1.20 Education Surcharge $0.40 Notary Fee $5.00 Permit Fee - Additions /Alterations $100.00 Scanning Fee $15.00 Technology Fee $2.50 Total: $124.10 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/01/2999 Invoice Number RC - 9 - 06 - 26079 Total: Permit Status: APPROVED Permit Number: RC -9 -06 -2286 Phone: (305)450 -6013 Parcel #: 1132050270180 Block: Lot: Section: PB: Total Square Feel: 0 Total Valuation: $ 1,000.00 Required fnspections Final Amt Due $124.10 Amt Paid $124.10 $124.10 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 . / / „), 1 17 Passed , Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until In sp t : • Inspection Date: 12/26/2006 Inspector: Grande, Claudio Owner: VAN, KAO Job Address: 1236 93 Street NE Project: <NONE> Contractor: Miami Shores Village, FL 33138- Building Department Comments Thursday, December 21, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number (305)450 -8013 Parcel Number 1132050270180 Lot: Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) I Owner's Address _ 17 3 _ . ' E _ City Tenant/Lessee Name City Miami Shores V;Ila e FOLIO / PARCEL # Contractor's Company Name Contractor's Address City Qualifier Name State Certificate or Registration No. Architect /Engineer's Name (if applicable) Submittal Fee S Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Is Building Historically Designated YES NO State DPBR $ Permit No. Master Permit No. Plumbing Mechanical Rooting Phone # k._,t 4/1 '..( Zip Phone # ( being done) L j_� , Job Address where the work is bein done County Miami -Dade Zip Phone # — — Z Phone # Certificate of Competency No. Phone # Value of Work For this Permit $ Square / Linear Footage Of Wo -k: Type of Work: ❑Addition ❑Alteration ['New ❑ Repair /Replace ❑ Demolition Describe Work: C � .1 1 .1 t (_ l Ain O( 1 . i LC W) T a t +.( ' f '(i f ** *** * ** * ****** ** * *** * * * * * * ****** *** F * ** *, * * * * * * **** ** *** ** * **** * * * ** * * * *,: ** * ** CCF$ Bond $ Code Enforcement $ Double Fee $ Technology Fee $ Zoning $ Structural Review. S Total Fee Now Due $ CO /CC See .2everse side -3 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 w ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will of ' e ap oved and a reinspection fee will be charged. SignatureP wn r or Agent Contractor The foregoing instrument acknowledged before me this The The foregoing instrument was acknowledged before me this c day of s _ "(I) , 20(;by who is personally known to me or who has produced day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. Signature NOTARY P s L C: NOTARY PUBLIC: Sign: r- Sig n: Print: Print: My Corn ission Expires: k My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * ** * *, ** ************,**************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner J Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 . , Owner's Name (Fee Simple Titleholder) ./ Cite Miami Shores Village Is Building Historically Designated YES State Certificate or Registration No. Architect/Engineer's Name (if applicable) S Value of Work For this Permit Code Enforcement S 1 •,- Total Fee Now Due S (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Permit Type (circle Building Electrical Plumbing Mechanical Roofing /i ,/-/-,"/ ', ,,/ hone # ' / , ., /- -,., , - ", /.," - - Owner's Address City ./,,,,-.- , </, State , ''' - Tenant/Lessee Name ''''/ 7/,/ Phone # ..," Job Address (where the work is being done) ,/'/‘ Contractor's Company Name Contractor's Address / 7 1 7 Cite 7 11114 1, — a ffiff i g iTa**/' StatMPNII Qualifier Tel: (305) 795.2204 Fax: (305) 756.8972 County Miami-Dade NO /./. t Type of Work: DAddition 0Alteration ENew Describe Work: ‘f( / Structural Plan Review. S - Permit No Master Permi: No. Zip Phone # Zip zip_ - Certificate of Competency No. Square Footage Of Work: Lii Repair/Replace IA Demolition . **ic*************************W..,****************************** 1 1/4.1/4,3 Submittal Fee S " Permit Fee S f t ? ) CCF S CO/CC Notary S Training/Education Fee S . Technology Fee S Scanning S Radon S Zoning Bond S 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 brochurc, will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencenant 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 anda reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrum was acknowledged before me this , 20 day of A ; 20 , by( { �� ' .y i \i(day of who is personally known to me or who has produced (` who is personally known to me or who ha : oduced As identification and who did take an oath. as identification and who di. Ws e an oath. NOTARY PUBLIC: NOTARY Sign: Print: My Commission Expires: ;l' °nd:A:111 m Ailani r Bonding Co 'nc ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: 404". � ` Plans Examiner Engineer Zoning Chc 05/13/03 6 • :, Signal Sign: Print: My Commission Expires: Contractor OWNER BUILDER DISCLOSURE STATEMENT I kfw being the legal property owner, for the property Located at: /c 3 6 Legally described as , 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 understand the following disclosure Statement, which entitles me to 3lvork 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 licensed contractors. You have applied for a permit under an exemption to that 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 or a farm out - building. 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 completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that 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- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) Was acknowledged before me this 8O Bye . Q 1 f fk0 EC Produced MS 76 1°.. Owlet Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT S - / /27,;i7/,, LV,V 7rC-) DISCLOSURE STATEMENT initial of reviewing clerk. The foregoing instrument _ day of 20 (),q who is personally known to me or who has • as identification and who did take an oath. Notary BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) DITAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 DAB Doors Inc. 12195 N.W. 98 Avenue Hialeah Gardens, FL 33018 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 Miami -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 Door16'- 2" Wide. APPROVAL DOCUMENT: Drawing No. 01 -19, titled "Sectional Residential Garage Door ", dated 04/06/01 with last revision on 08/30/01, sheets 1 through 3 of 3, prepared by Al- Farooq Corporation, signed and sealed by H. Farooq, 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 limes 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 39,000 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 NOA # 014)626.01 consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No 03- 0402.01 Expiration Date: October 04, 2006 Approval Date: April 24, 2003 Page 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/2/2004 Applicant: STEPHEN MECHANIC Owner: MECHANIC STEPHEN JOB ADDRESS: 1236 NE 93 ST Contractor Local Phone: Parcel # 1132050270180 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1203 Contractor's Address: Permit Status: APPROVED Permit Expiration: 2/26/2005 Construction Value: $1,025.00 Work: NEW GARAGE DOOR (HURRICANE) Page 1 of 1 Legal Description: 5 53 42 BAY LURE PB 44 -63 LOT 6 & E25FT OF LOT 5 BLK 2 LOT SIZE Fees: Description Amount FEE2004 -8957 Building Fee $100.00 FEE2004 -8958 CCF $1.20 FEE2004 -8959 Notary Fee $5.00 FEE2004 -8960 Training and Education Fee $0.40 FEE2004 -8961 Technology Fee $2.50 FEE2004 -8962 Scanning Fee $15.00 Total Fees: $124.10 Total Fees: $124.10 Total Receipts: $0.00 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/2/2004 Applica t: STEPHEN Owner: MECHANIC JOB ADDRESS: 1236 NE 93 Contractor Local Phone: Parcel # 1132050270180 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1203 MECHANIC STEPHEN ST Contractor's Address: Permit Status: APPROVED Permit Expiration: 2/26/2005 Construction Value: $1,025.00 Work: NEW GARAGE DOOR (HURRICANE) Page 1 of 1 Legal Description: 5 53 42 BAY LURE PB 44 -63 LOT 6 & E25FT OF LOT 5 BLK 2 LOT SIZE Fees: Description Amount FEE2004 -8957 Building Fee $100.00 FEE2004 -8958 CCF $1.20 FEE2004 - 8959 Notary Fee $5.00 FEE2004 -8960 Training and Education Fee $0.40 FEE2004 -8961 Technology Fee $2.50 FEE2004 -8962 Scanning Fee $15.00 Total Fees: $124.10 Total Fees: $124.10 Total Receipts: $0000 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1203 Printed: 9/2/2004 Applicant: STEPHEN Owner: MECHANIC JOB ADDRESS: 1236 NE 93 Contractor Local Phone: Parcel # 1132050270180 Signed: (INSPECTOR) Building Permit MECHANIC STEPHEN ST Contractor's Address: Page 1 of 1 Legal Description: 5 53 42 BAY LURE PB 44 -63 LOT 6 & E25FT OF LOT 5 BLK 2 LOT SIZE Fees: Description Amount FEE2004 -8957 Building Fee $100.00 FEE2004 -8958 CCF $1.20 FEE2004 -8959 Notary Fee $5.00 FEE2004 -8960 Training and Education Fee $0.40 FEE2004 -8961 Technology Fee $2.50 FEE2004 -8962 Scanning Fee $15.00 Total Fees: $124.10 Total Fees: $124.10 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/26/2005 Construction Value: $1,025.00 Work: NEW GARAGE DOOR (HURRICANE) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -1203 Printed: 9/2/2004 Applicant: STEPHEN MECHANIC Owner: MECHANIC STEPHEN JOB ADDRESS: 1236 NE 93 ST Contractor Local Phone: Parcel # 1132050270180 Signed: Contractor's Address: Page 1 of 1 Legal Description: 5 53 42 BAY LURE PB 44 -63 LOT 6 & E25FT OF LOT 5 BLK 2 LOT SIZE Fees: Description Amount FEE2004 -8957 Building Fee $100.00 FEE2004 -8958 CCF $1.20 FEE2004 -8959 Notary Fee $5.00 FEE2004 -8960 Training and Education Fee $0.40 FEE2004 - 8961 Technology Fee $2.50 FEE2004 -8962 Scanning Fee $15.00 Total Fees: $124.10 Total Fees: $124.10 Total Receipts: MOO_ Permit Status: APPROVED Permit Expiration: 2/26/2005 Construction Value: $1,025.00 Work: NEW GARAGE DOOR (HURRICANE) (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 'DOOR HEJGHT - 2 CAN SS OF 6' -6" SECTIONS 16 SECTIONS 21" 6' -9" 1 SECTIOP! 18" 3 SECTIONS 21' 7" 4 SECTIONS 21"- T-3" - - - 7-6" 5 SECTIONS 18' T -9" 4 SECTIONS 16 c SECTION 21' 8' 3 SECTIONS 1WQ2 SECTIONS 21' _ 6' -3" _2 SECTIONS 16 3 sECT1ONS 21' 6' -6" 1 SECTION 18 :4 SECTIONS 21' 8' -9" s' - 5 SECTIONS 2i' - 6 SECTIONS 16 - 9' -3" 5 SECTIONS 16 1 SECTION 21' 9' -6" 4 SECTIONS 113" SECTIONS 21" 9' -9" 3 SECTIONS 18" `S'ECTIGNS 21 10' 2 SECTIONS 1614 SECTIONS 21" 1 SECTION 18' a SECTIONS 21" 10' -3" 10' -6" 6 SECTIONS 2r; 10 -9" 6 SECTK743tS IT 1 SECTION 21" 11' 5 SECTIONS 16 SECTIONS 21" 11' -3" 4 SECTIONS 1T 3 SECTIONS 21" 11' -6" 3 SECTIONS 18" L SECTIONS 21" 11' -9' 2 SECTIONS 1615 SECTIONS 21" 12' 1 SECTIONS 1W i5 SECTIONS 21" 12' -3" 7 SECTIONS 21"'. - 12' -6" 6 SECTIONS 1T SECTIONS 21" 12' -9' 5 SECTIONS 18".3 SECTIONS 21 13' - 4 SECTIONS 18" SECTIONS 21" 13' -3" 13'- 6 13' -9" 3 SECTIONS 16 SECTIONS 21" 11 jS 1 4 2 SECTIONS 18' s SECTIONS 21 SECTION 16" :7 SECTIONS 21" 14' 1 4 ' -3" 14 -6 ' 14' - 9 15' 8 SECTIONS 21 4 3 SECTIONS 21" 6 SECTIONS 12 SEC t3 4 SECTIONS 21"' SECTIONS t2 S SI CTIONS 21 _ 8 13 SECTIONS 18".5 . E CTiONS 21" MAX. DOOR WIDTH 0 0 1n z 0 I= 0 w 0 O 0 cn z 0 F 0 w N z w S .050 GALV. STEEL CE W/ (4) 7 ti 4 X 1/2" SMS LOCK 2/ DOOR SPRING WADED SLIDE BOLT LOCK (BOTH S FASTENFJJW/ (4) 14 X 1/2" S.M.S_ 5/6 MUlLOCK ENGAGEMENT CONFORMS TO SFBC 36112 REGARDING GARAGE DOORS 7 X 7 GAIN. AIRCRIIIT TYPE CABLE & NICO -PRESS SLEEVE WI MIN. 5 TO 1 SAFETT FACTOR S£r.Tlr nl' 1E ; CTIC i - S£CT tr i a1 - L 5£CT�:: -9. t::" 4 _,c C1iC'S, 21 - 1 71- T /2' X .071 GALV. STEEL END ROLLER HINGE W/ (6) Q 14 X 5/8 SMS 3/4" W X .15 THK. LATCH 0 END STILE- CENTER STELE- OUTSIDE HANDLE OUTSDE 'KEYED OCK LOCK E;:R LOCKING SHOWN 8. -0 -.O �•�. DOOR WIC THS 7" X 3 X 0.1" SIE.EL PLATE WITH (4) #114 X 3/4" SELF DRILLING SCREWS PUSH NUT • 1 • V LOCK BAR GUIDES L INSTALLED ON END STILE WITH (4) #14 X 5/6" EMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STILES SCHEDULE 'A' CENTER STILES DOOR WIDTHS 8' - TO 9' -0" 9' - 1' TO 11' -10" 12' -0" TO 13' -10" 14' -0" TO 15' -10" 15-11" TO 16' -2" OPTIONAL VENT MAXIMUM OPENING AREA 120 SO. IN. • TOP FIXTURE 5 -11 /2 X 2 - 3/4 ° :: 0.1' STLULL RAM WITH (6) '14 X 3/4" SELF DRILLING SCREWS CENTER STILES SEE • A • P' 1'11I1- / 4 5 14' -O TO 1r DOOR WIDTI OOSP CONFIGURATION I OF CENTER S11LE 2 2 3 INSIDE ELEVATION - ti ii OPTIONAL FLUSH FACE WOOD GRAIN DESIGN r — A L A I1AB DOOR MODE1. 8't4 MAX. SIZE 16 1'; iDE X - 16 . -0 ° HIGH ., DESIGN PRESSURE RATING = + 48.0 PSF - 52.0 PSF GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON SILEL. e * 1 -'?P" , :G OP LOADING CONDITIONS OTHER THo; T,455E SOWN !:1 1HE`_E Dc AILS ARE NOT PART OF THIS APPROVAL [Inc,,. OR HU; IAYOUN FAR000 5 I -)CTU- S ¢ 1( 1,57 SCQJ:Fi FL04114, 6llil, 4CGld °Y "T PODU(:I CO )1DIYISI0tr; pl;l;r, gr rr1( CtIN' IAECI WIC z 0 w O 0 tg I--I O a .73 O u, NI () o z Cif > ) eo 0 g < < t=4 V) 0 z I 0 Ma co co N rn N 40 N M) 0 0 O 0 ELI 0 0 J I- z W a (/) W J 0 I- 0 W () ( C 0 0 . .ID s 0 U 0 0 1 0 r!•rwirlC CC . U — Issue Date: Not Issued Owner's Name: KAI YAN Permit Type: Residential Construction Work Classification: Garage Door Job Address: 1236 93 Street NE Additional Information Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor Comments: GARAGE DOOR THIS WAS APPLIED FOR WITH PERMIT# BPO4 -1203 BUT NEVER PICKED UP SO NEW OWNER NEEDED TO PAY FOR Type of Construction: Occupancy: Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: 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. Futherm ore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $1.20 Education Surcharge $0.40 Notary Fee $5.00 Permit Fee - Additions /Alterations $100.00 Scanning Fee $15.00 Technology Fee $2.50 Total: $124.10 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/01/2999 Invoice Number RC - 9 - 06 - 26079 Total: Permit Status: APPROVED Permit Number: RC -9 -06 -2286 Phone: (305)450 -6013 Parcel #: 1132050270180 Block: Lot: Section: PB: Total Square Feel: 0 Total Valuation: $ 1,000.00 Required fnspections Final Amt Due $124.10 Amt Paid $124.10 $124.10 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 . / / „), 1 17 Passed , Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until In sp t : • Inspection Date: 12/26/2006 Inspector: Grande, Claudio Owner: VAN, KAO Job Address: 1236 93 Street NE Project: <NONE> Contractor: Miami Shores Village, FL 33138- Building Department Comments Thursday, December 21, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number (305)450 -8013 Parcel Number 1132050270180 Lot: Page 1 of 2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) DITAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 DAB Doors Inc. 12195 N.W. 98 Avenue Hialeah Gardens, FL 33018 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 Miami -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 Door16'- 2" Wide. APPROVAL DOCUMENT: Drawing No. 01 -19, titled "Sectional Residential Garage Door ", dated 04/06/01 with last revision on 08/30/01, sheets 1 through 3 of 3, prepared by Al- Farooq Corporation, signed and sealed by H. Farooq, 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 limes 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 39,000 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 NOA # 014)626.01 consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No 03- 0402.01 Expiration Date: October 04, 2006 Approval Date: April 24, 2003 Page 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/2/2004 Applica t: STEPHEN Owner: MECHANIC JOB ADDRESS: 1236 NE 93 Contractor Local Phone: Parcel # 1132050270180 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1203 MECHANIC STEPHEN ST Contractor's Address: Permit Status: APPROVED Permit Expiration: 2/26/2005 Construction Value: $1,025.00 Work: NEW GARAGE DOOR (HURRICANE) Page 1 of 1 Legal Description: 5 53 42 BAY LURE PB 44 -63 LOT 6 & E25FT OF LOT 5 BLK 2 LOT SIZE Fees: Description Amount FEE2004 -8957 Building Fee $100.00 FEE2004 -8958 CCF $1.20 FEE2004 - 8959 Notary Fee $5.00 FEE2004 -8960 Training and Education Fee $0.40 FEE2004 -8961 Technology Fee $2.50 FEE2004 -8962 Scanning Fee $15.00 Total Fees: $124.10 Total Fees: $124.10 Total Receipts: $0000 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 'DOOR HEJGHT - 2 CAN SS OF 6' -6" SECTIONS 16 SECTIONS 21" 6' -9" 1 SECTIOP! 18" 3 SECTIONS 21' 7" 4 SECTIONS 21"- T-3" - - - 7-6" 5 SECTIONS 18' T -9" 4 SECTIONS 16 c SECTION 21' 8' 3 SECTIONS 1WQ2 SECTIONS 21' _ 6' -3" _2 SECTIONS 16 3 sECT1ONS 21' 6' -6" 1 SECTION 18 :4 SECTIONS 21' 8' -9" s' - 5 SECTIONS 2i' - 6 SECTIONS 16 - 9' -3" 5 SECTIONS 16 1 SECTION 21' 9' -6" 4 SECTIONS 113" SECTIONS 21" 9' -9" 3 SECTIONS 18" `S'ECTIGNS 21 10' 2 SECTIONS 1614 SECTIONS 21" 1 SECTION 18' a SECTIONS 21" 10' -3" 10' -6" 6 SECTIONS 2r; 10 -9" 6 SECTK743tS IT 1 SECTION 21" 11' 5 SECTIONS 16 SECTIONS 21" 11' -3" 4 SECTIONS 1T 3 SECTIONS 21" 11' -6" 3 SECTIONS 18" L SECTIONS 21" 11' -9' 2 SECTIONS 1615 SECTIONS 21" 12' 1 SECTIONS 1W i5 SECTIONS 21" 12' -3" 7 SECTIONS 21"'. - 12' -6" 6 SECTIONS 1T SECTIONS 21" 12' -9' 5 SECTIONS 18".3 SECTIONS 21 13' - 4 SECTIONS 18" SECTIONS 21" 13' -3" 13'- 6 13' -9" 3 SECTIONS 16 SECTIONS 21" 11 jS 1 4 2 SECTIONS 18' s SECTIONS 21 SECTION 16" :7 SECTIONS 21" 14' 1 4 ' -3" 14 -6 ' 14' - 9 15' 8 SECTIONS 21 4 3 SECTIONS 21" 6 SECTIONS 12 SEC t3 4 SECTIONS 21"' SECTIONS t2 S SI CTIONS 21 _ 8 13 SECTIONS 18".5 . E CTiONS 21" MAX. DOOR WIDTH 0 0 1n z 0 I= 0 w 0 O 0 cn z 0 F 0 w N z w S .050 GALV. STEEL CE W/ (4) 7 ti 4 X 1/2" SMS LOCK 2/ DOOR SPRING WADED SLIDE BOLT LOCK (BOTH S FASTENFJJW/ (4) 14 X 1/2" S.M.S_ 5/6 MUlLOCK ENGAGEMENT CONFORMS TO SFBC 36112 REGARDING GARAGE DOORS 7 X 7 GAIN. AIRCRIIIT TYPE CABLE & NICO -PRESS SLEEVE WI MIN. 5 TO 1 SAFETT FACTOR S£r.Tlr nl' 1E ; CTIC i - S£CT tr i a1 - L 5£CT�:: -9. t::" 4 _,c C1iC'S, 21 - 1 71- T /2' X .071 GALV. STEEL END ROLLER HINGE W/ (6) Q 14 X 5/8 SMS 3/4" W X .15 THK. LATCH 0 END STILE- CENTER STELE- OUTSIDE HANDLE OUTSDE 'KEYED OCK LOCK E;:R LOCKING SHOWN 8. -0 -.O �•�. DOOR WIC THS 7" X 3 X 0.1" SIE.EL PLATE WITH (4) #114 X 3/4" SELF DRILLING SCREWS PUSH NUT • 1 • V LOCK BAR GUIDES L INSTALLED ON END STILE WITH (4) #14 X 5/6" EMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STILES SCHEDULE 'A' CENTER STILES DOOR WIDTHS 8' - TO 9' -0" 9' - 1' TO 11' -10" 12' -0" TO 13' -10" 14' -0" TO 15' -10" 15-11" TO 16' -2" OPTIONAL VENT MAXIMUM OPENING AREA 120 SO. IN. • TOP FIXTURE 5 -11 /2 X 2 - 3/4 ° :: 0.1' STLULL RAM WITH (6) '14 X 3/4" SELF DRILLING SCREWS CENTER STILES SEE • A • P' 1'11I1- / 4 5 14' -O TO 1r DOOR WIDTI OOSP CONFIGURATION I OF CENTER S11LE 2 2 3 INSIDE ELEVATION - ti ii OPTIONAL FLUSH FACE WOOD GRAIN DESIGN r — A L A I1AB DOOR MODE1. 8't4 MAX. SIZE 16 1'; iDE X - 16 . -0 ° HIGH ., DESIGN PRESSURE RATING = + 48.0 PSF - 52.0 PSF GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON SILEL. e * 1 -'?P" , :G OP LOADING CONDITIONS OTHER THo; T,455E SOWN !:1 1HE`_E Dc AILS ARE NOT PART OF THIS APPROVAL [Inc,,. OR HU; IAYOUN FAR000 5 I -)CTU- S ¢ 1( 1,57 SCQJ:Fi FL04114, 6llil, 4CGld °Y "T PODU(:I CO )1DIYISI0tr; pl;l;r, gr rr1( CtIN' IAECI WIC z 0 w O 0 tg I--I O a .73 O u, NI () o z Cif > ) eo 0 g < < t=4 V) 0 z I 0 Ma co co N rn N 40 N M) 0 0 O 0 ELI 0 0 J I- z W a (/) W J 0 I- 0 W () ( C 0 0 . .ID s 0 U 0 0 1 0 r!•rwirlC CC . U — 15 Ci IL 2 -1/4" X 2 GALV. STEEL U.BAR IREINIRWZG TRUSS C. TOP OF PANa 1 R Fz (T'ID TO VERTICAL. INTERL`"EDLATE ST1UES W/ T I - # 14 X 5/3 S.M.S. AHD TD D SIZE W/ ED1P x 3/4 SELF DRILL= S. 055 X 2 -11 /C X 2 GALV_ STEEL U.DAR REiNT E CING TRUSS ® BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 114 X 5/8" S.M.S. AND r'3 ! STU t!9 /R ` 14 X 3/4 SELF DRILLING S. 1ST SECTION (I OTTOM) REINFORCE.7, STEEL TRAC =. BRACKET FASTENEC 7 0 WOOD JAMB WITH 5/16 "). 1 -3/4" LAG SCREW HEX t -SHER READ TYPE A SOUTHERN PINE 0.55 5.d. t OTIUM SEAL _OSE ALUM PLATE WITH i/I8" X 1" SAS. ®48" O.C. AND RUBBER WEATHERSTRIPPING OPTIONAL STOP MOULDING BY DOOR INSTALLE 1-1/4° 1.9" 2.19 X 13" X _090" - STEEL TRADt BRACKETS � SEE SHEET 2 r ^R SPACING i = - 1 /E 1 A 078 - GAL. Sil F; TRACK FA ".'EALI. TC IR,4C/ PLATES 1/2" X 1 -3/4" X 16 GA. OPEN TUBE C TOP & BOTTOM OF EACH PANEL 14 Y 5/8" SmS 6 PER HIE 1/2" X 1 -3/4" X .053" 7ORMED STEEL GLUED TO PANEL AND SECURED TO END STILE W!TH 3/16" PC RIVETS C 2 Q.C. 1 -7/6" X 2 -5/6" < .049" STEEL - CENTER STILE. GLUED AND RIVE TED TO PANEL W/ (4) 3/16" RIVETS IF 14 X 5/8" S.M.S. 4/ H:XX E INTERMED TF SECTIONS REII;JORCING Y 055 5TFFt 16 CA.X 2 -1/4 Ti 2" GALV. STEEL J.BAR REINFORC4G TRUSS TRUSS FASTENED to VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8 S.M.S. AND TO END STILE W/ FOUR # '04 X 3/4 SELF DRILLING SCR. INTc R:C^ SIDE_ POP RIVETS !2 T1),/ TOP SECTION REINFORCING 0 0 t 16 GA_X 2 - 1/4° X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASILNED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8 S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELS DRILLING SCR. 3/4" X 2" X 2-1/2" X .049" STEEL _ END STILE. CONNECT TG PANELS WITH FLAPS AND (4) 3/16" F-._UV RIVETS SEE DETAIL ABOVE 3 -3/4" MIN. DGE DISTANCE I • 11 -1/8" • 1/2" HILT] SLEEVE ANCHORS OR EQUAL 1 -1/2° MIN. EMBED INTO MASONRY 1 PER BRACKET HUTA.AYOUN FAROOC ` iCtJREc A._ 1E a . c:,. FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 4" O.C. 24 GA. STEEL PANEL SOUTH FLC' Wit% r;UILU1R DATE OCT 0 4 2O '\ eirMIJ -1 �:il&1 FiIYISIf a rSiilii:lb . `:iii �'�1a Elf r 0 Ui w O° a-, H ai n !� O a, g 073 O v) U� ° z t or z � ao O a� � N ai V) 0 C C Fs,w�� 0 O 0 O W (-3 CL (-3 J 1 - Z W 0 W J Z 0 I- 0 W In 0 C 0 0 0 rn 0 0 J c CO (0 tO N O t7 w M Q tL U = _ t- Z (0 (n O 0 O Q 2 O z o Q o �l,J co O J < N = F flrf !!II a) 0 v r 1 0 J • DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH 61 B2 B3 84 65 . 66 67 68 6' -0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 6' -6" 21" 18" 18" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 7' -0" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 7-6" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1 11 -3/4" 23" 34" 45 56" 67" 78 -1/4" POP ^!vET S 14 GA. GALV_ S ILL ADJUSTABLE SL DE FASTENED TO BRACKET a!/ 5/16 -16 X 3/4" HEX HEAD H. SCREWS & LCIS. SEIR ZCNTPL E EINTCRCEMENT t/2" 2( 1 -3/4" S( _058" FORMED STEEL GLUED TO PAIL AND FASTENED TO VERTICAL STYLES raH (2) 3/16 POP RIVETS 2 -3/4" - X 5 -1 /ic X 3" X .104" GALV_ STEEL TOP ROLLER CBRit 'P.£T (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.MS. HIFRIZONTAL RE:ORCEMENT 1/2" X 1 -3/4"" X .058" FORMED STEEL GLUED TO PANT- AND FASTENED TO VERTICAL S71LES WITH (2) 3/16 [POP RIVETS 5/16" MEETING RIB 1.62" DIA. S( .53" ROLLERS W/ .44 D11 X 4-1/4" STEM )FFTIONAL I°TSULf ONS BY 'APACHE PREWCTS CO' EPS- EXPAR^DED POLYSTYRENE DENSITY = 1.07 PCF N.O.A. # 96- 0534.04 OR ISO -25 POLY - LSDCYANURATE DENSITY = 2.0 PCF N.O.A. 98- C04.03 14 Gk Cr-. . :c - RDLLER H'';CES NED V.,/ (C) f • 4 S,'5" SMS M:N. .024" F.Ci FORMED STEEL PANEL CRAWING 3UALTY G -40 R iN. YEELy S.' `NGTH = 39 KSI WITH PRIAA:ER 3'':D BAKED -ON POLYSILk P& :"ED TOP COAT &°PLIED TO E.:.rl SIDES OF STEEL 2 GA G:.L\'. =EEL BOTTOM E RAC':: FASTENED ',V (4) F 14 5 /F' SMS 5/16' X 1 -5/6 LAG SCREWS INTO WOOD CR 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 2 -1/2" X 4 -1/4" X 13 GA. STEEL PLATES WE MI TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT &c T»JTS 0 w 0 z w a O 0 w x cc O O 0 co m m m CD TRACK Ln m A u CAST ALUM. p — CABLE DRUM 14 GA. GALV. STEEL TRACK 2" X 3 -1/2" X 12 GA TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS do NUTS. 1 -1/2 WOM FRAME BUILDINGS STL'J WALLS OR E.00R OPENING SHALL BE FRAMED SOLID BY ^':OT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR 'TTER WOOD STUDS. STL3 WALLS TO E E CONT. FROM FOOTING TO TIE BEAM. WOOD BUCK CONNECTION TO MASONRY TRF.:K SHALL BE SECURED WITH TRACK BRACKETS TO I'Fr`SSU ?E TREATED 2X6 MOOD JAMBS WHICH SRA:1 EE ANC:- ;CF.EE IC GROUTED REINVCRCEO MASONS. CIA! L OR CONC. COI UMN W/ 1/4" TSPCON 1 -3/4" EM.iLD AN A SPACING OF E" O.C. 3 /E° DiA HIITI SLEE\'= ANCHORS. 1 -3/4" M k=ED AND t. SPACING Or 12" 0 C Tr-? 6,"CK ■k_L CELLS S HALL EE GkUui FILE :, G' :i NIEN FOUR 4 SAN ! }TENU;NG �' / _ �' �� Q_A �� =- 1 HORIZ. TRACK SUPPORT AS REOD. BY DOOR INSTALLER HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12 •- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TOP BRACKETS AT 10" O.C. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1/4" c HEX HEAD I M.S. & LOCK NUT G 12" O.C. .. - - 3" X. 2" X 14 GA CONT. STEEL ANGLE 1� — 2" X 3 " X 102" STEEL ' FLAT BRACKETS C ±12" O.C. V Lq CONNECTED TO CONT. ANGL II Y:/ (3) 1/4" c SPOT YIELDS ALTERNATE TRACK INSTALLATION MIN. EDGE DISTANCE 3-3/4"- - ICAL IE Q 1 HILT1 SLEEVE ANCHOR SPACING ANCHOR STRUCTURE I EMBED SPACING BLOCK I1 -1/4" 6 CONC. 1" 6 • 5/16 3/8 BLOCK 1 -1/4" I CONC. 1 -1/4" 8 0 E ngr: DR. NUMF.YO'JI: FAI +OOC CONC.= MIN. 3000 PSI --11 -1/2 " - 1/ -20 SS BOLT & NUT AT 12" O.C. 2 -1/8" X 1" X .076" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT c;. - "c` Ic ( , `:;IT!; THE SOUL I ; iC;ji1 Lii I.jinf CtdDi DRGi1I r, I i'?TfirIi DIY ISI0 g. "H.1. 4 ",iA btaL.. _TI IrC O O 0 co C7 _ Q O r7 ro a � Z U N W z 0 CO W W V) CD I D✓ Q O Z N o ® tr) F- 03 o < cV < w w O -- I- c 0 0 0 O. v In C. 0 O