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WS-10-271 J� � Miami Shores Village ' '� . r eY 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 g v; 4 e Phone: (305)795 -2204 pow Expiration: Project Address Parcel Number Applicant 197 109 Street 1121360040480 f_ Miami Shores, FL 33161- Block: Lot: ZOILA GUANCHE Owner Information Address Phone Cell ZOILA GUANCHE 197 109 Street MIAMI SHORES FL 33161 -7041 Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 HOME OWNE Total Sq Feet: 0 Type of Work: GARAGE DOOR For Inspections please call: No of Openings: 1 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Fees Due Am o unt Invoice # Invoice Total Amt Paid Amt Due CCF $0.60 Education Surcharge $0.20 WS-2-10 -37098 $122.60 $122.60 $0.00 Notary Fee $5.00 Permit Fee $110.00 Check #: 3956 Scanning Fee $6.00 Technology Fee $0.80 Total: $122.60 Building Department Copy March 01, 2010 2 Miami Shores Vill F EB 2 20 2 10 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305)762,4949 BUILDING Permit N o. PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) :& L GAn* D �%n- L" hone # ✓ O(� Owner's Address City , Vft �/ IUY6 State X Zip ��� Tenant/Lessee Name Phone # Email Job Address (where the work is being done) City Miami Shores Village ,County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name 6 ) C j Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit / Square / Linear Footage Of Work: $ _ q g x - Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ l Ito. CCF $ CO /CC $ Notary $ Training/Education Fee $ '0(ju Technology Fee $ o` Scanning $ Coco Radon $ DPBR $ Bond $ Double Fee $ 'Violation date: Structural Review. $ Total Fee Now Due $ 1� Wig./ See Reve�se side -� I i 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 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 ' of be approved and a reinspection fee will be charged. Signs A � Signature Owner or Agent Contractor The forego' instrument was ac owl ged before e this The foregoing instrument was acknowledged before me this day of 20, by DI , day of . 20 by p� who is pe onally known tome or who has produced who is personally known to me or who has produced a e'fication and who did take an oath. as identification and who did take an oath. NOT P LIC: NOTARY PUBLIC: Sign: `�'� 6 1 pti Sign: Print: �'� ��'c�C Print: My Commission Expires: a ��`�`�° My Commission Expires: or APPROVED BY C.Y'p� /� Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village Building Department Ts 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAM (OU G�/,/� -yl DATE: 1 ADDRESS: _ t "I I r y j byps, Do hereby petition the Vllage 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 fora permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your cam 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 lust of $25,000.00 or less (The new form states 75,000). The building must be for your cam 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.CA and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laces, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. /� Initial G " .t 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial_R)� 3. d understand that as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Inrtial�[ 4. 1 understand that I may build or improve a one faruTy or two4amfly residence or a farm outbuilding. l may als build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a bulling or reskdence that I have built or substantially improved myself is solo or leased within 1 year after the construction Is complete, the law will presume that I bunt or substantially improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner- builder, l must provide direc onsite sup of the construction. Initial - 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial_ 7, 1 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�tPuikthr, may be field 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 insurancia coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done, Any person working on my building who is not licensed must work under my direct supervision and must be employed by me; whW 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. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner- builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building odes, and zoning regulations. initial 10. 1 understand that I may obtain more information regarding my oblations 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 .987.1395 or http:/Avww.myMdalicanse.com/dW-IRMLcilbfinde-x.html lni6al..,�,���� 11. 1 am aware of, and consent to; an owner- builder building permit applied for in mY name and understands that I am the party legally and financially responsible for the Proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Ucensing Board and Department of Business and Professional Regulationn may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to; understand that if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the 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 returned to the kcal 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 CKCX day Of 20 1 � DC 4 1 4 , _ By � � ' who was personally known to me or who has Produced there License or I identification. OWNER NOTARY �L VNUC ls DT ;, � `'� 1,3 011 ,A or Florida Building Code Garage Door Windload Design Pressures Report # DPRA 0021 5-A-01 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI /ASCE 7 -05), Section 1619 for "components and cladding" (Exposure C), 146 mph wind velocity for Miami -Dade County. Address: Danta Zoila 197 NE 109th St. Miami Shores, FL 33138, Miami -Dade County Garage Opening Size: 10' 0" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 47'0" Measurement of Nearest Garage Door Opening to Building Corner: 2'9" Positive Design Load: +40.6 PSF Negative Design Load: -46.8 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 84A/94W8, 107' x 7'0 ", Approval # 06- 0227.04, Dwg # 101300, Windload Capacity: +46.61 -52 PSF. Clopay Model 4300/ 4301/4310/4400/4401/HDG/HDGLW8, 107' x 7'0 ", Approval # 08-0402.12, Dwg # 101488, Windload Capacity: +46.6/ -52 PSF. • ••••' ' Tihe design loads sh am a Qve area are based upon the measurements listed above for "enclosed" buildings, and 'iLquire too a "lstalled meets the requirements of Section 1626 of the 2007 Florida Building Code for • windb rr�e s i > a -city hurricane zones. •, :, * the re I ul not address the jambs or structural adequacy of the supporting members. The building pfFicia� I r ,� the suitability of the garage door connections for the particular building or home at the tural interface" of the designated door is the existing door jamb. The structural • • • • • capa I of $ de "' hated door jamb and associated building frame must be confirmed adequate by a • certifi �fe si al engineer in the state of Florida. The mounting hardware designated for the subject * *****door,.' kde' I iDrin Elation are provided on the certified, approved drawing, as listed above. Miami Shores Village APPROVED BY DATE S ott Ha ilton . . FI da P . License No. 63285 ZONING DEPT 8585 Duke Blvd. BLDG DEPT cry" Q Mason, OH 45040 (513) 770 -4800 SUBJECT'rO CCMPLIANCE WITH ALL FEDERAL 2/15/2010 STATE AND CCUN'iY RULES AND REGULATIONS CC 1 M 1 A M 1D MMIM-DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OlFICE {BCCO) METRO -DADS FLAGLER BUILDING PRODUCT CO OL DIVISION 140 REST IrLAGLER STREET, SUIT 1603 NIIAIVII FLORIDA 33130 -1563 NOW +, 01P A CC EF U N C E (NOA 1 (305) 375 -2901 FAX (305) 375 -2908 Clopay Building p ro d uc t s Co. l 8585 Duke Blvd® Mason; OIL dS 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 Prcxluct 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 AM 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 - code. Thi Product Control Division that this product or material fails to meet the requirements of the applicable building product is approval as described herein, and has been designed to comply with the Florida Building Code including the Hi gh Velocity Hurricane Zone. ON: Sect ional Gamp Door 16 2" Wide. APPROVAL NT: Drawing No. 101300, titled "Double Car W8 Hurricane pan Door",, dated 02115/95 with last revision on 12/13 /06, sheets 1, 2 & 3 of 3, prepared by Clopay Building Products Co, signed and sealed by S. Hamilton, F.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: Luge seal Small Missile hppact LABELING: Each unit shall bear a permanent label with the manufacturer's name or loo city, state and following statement: "Mi"Wade County Product Control Approved or MDCPCA ", unless otherwise noted herein. :*so* AfflL of t�is 119A shall be considered after a renewal application has been filed and there has been no change in the ...... applicable buildid&dbde:aegatively affecting the performance of this product. MT104 of this NOA will occur after the expiration date or if there has been a revision or change in the materials, .:.... use, and/or nu:gp: rpjaf the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any Qiher purpW ,all automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause • • • • for-teAnation aid V:Wval of NOA. • • • • • L ATION: W 6 roval Grp requires the manufacturer to do testing of all coils used to fabricate door panels under this ...... Notice * af:kccep s A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a • • Dade•County aplKWW laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer 0 0 • • • sh�a* m ai4 to this f: a copy of the tested reports with confirmation that the specimen were selected from coils at the 0:000 ' marufaot;rer produalon facilities. And a notarized statement from the manufacturer that only coils with yield strength of 37,�W"i or more.s1Wl:)e used to snake door panels for Dade County under this Notice of Acceptance RE : 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 # 05- 1212.02 and consists of this page, evidence page as well as the approval document mentioned above. The submitted documentation was reviewed by Can dl Font PE. NOA No 06- 0227.04 Expiration Date: 26, 2011 Approval Date: January 11, 2007 Page 1 Clonal Building Products Co. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. Drawing prepared by Clopay Building Products Co., titled "Double Car W8 Hurricane Pan Door ", Drawing No. 101300, dated 02115195, with last revision on 1211306, sheets I through 3 of 3, signed and sealed by S. Hamilton, PE. B. TESTS I. Test report of uniform static air pressure test per PA 202 of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Clopay 16' -2" x 8' 24 ga. steel garage door Model 94", prepared by Hurricane Engineering & Testing Inc, report No. ATLNC 1102.01 -05, dated 011122105, signed and sealed by D. W. Johnson, PE. 2. Test report of uniform static air pressure test Per PA 202of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Clopay 16' -2 "x 8' 24 ga. steel garage door Model 94". prepared by Hurricane Engineering & Testing, Inc report No ATLNC 0118.01 -06, dated 03107106, signed and sealed by D. W. Johnson, PE 3. Test report of salt spray test per ASTM B117 on "3in by 5 in deep drawn steel panel " prepared by Twin City Testing Corporation report No. 30160 -04- 63365, dated 01126105, signed and sealed by J. D. Lee, PE. 4. Test report of Tensile Test per ASTM E 8, report No. 7KM -1086, prepared by Q. C. Metallurgical Inc, dated 11122105, signed and sealed by F. Grate, PE. • • • • • C • - 'dALC Y'IONS • - • - • 1. Ca :fons prepared by S. Hamilton, PE, pages I & 2 signed and sealed .by M. W. ..... • • • • W es�s old, PE on 05125106. • • • • i D! • -. PTATEVIUNTS. • . 1. CodC- compliance letter issued by Scott Hamilton PE, dated 05119106, signed and sealed • • • • • • • • by S• JUWlton PE. -; - • - - 2:- No f namial interest letter issued by Scott Hamilton P, dated 05119106, signed and • • • • sealed by 5: Hamilton PE. E. QUALITY ASSURANCE. 1. Building Code Compliance Office. Can ' o FAront, PE. Senior Product Control Division NOA No 06 -0227.04 Expiration Date: March 26, 2011 Approval Date: January 11, 2007 E -1 4/ I 3 2 1 C MODE 84A, C 94, 98 194 �' - (� �� Wit T -I3AI ♦EAL MU�ELS /+�, 4r2$T, 4J1 ��"C Q� : 8 Tl�lglQ5 CORRECTED B RACKET MOUNT 3E O N ; PUSH -NUT A 2' ROLLER W AS IOCKNU ?, ADDED ROLLER TIRE O A �/ O REVISED IAMB atTaCra�ExT TASLE. ADDED IDEAL HOLMES BRA fOLME MODEL 48A / 9 , 12`72005 MIN YIELD WAS 38KSI. ADDED BRACKET LOCATIONS. / 10 12/7/2005 ADDED 1 PIECE DOUBLE END STILE DOOR NUMBER OF / :INSTALLER RETAIL � � 1 05 � 9 2006 MIN YIELD WAS 37.2957: REVISED LOCK NOTE; DWG WAS (2) { T HEIGHT SECTIONS' MODEL MODEL DESCRIPTION I PC + 9+ H94, SHEETS: DESIGN ENGINEER WAS M. wESTERFiELD. J t jYZ T d 4RST. HaSt 84A, 46 WOODCRIuN ;ExtuRE. RASED PANEL GALV INTER STILES 1 12109/11/2006; UPDATED PER M - 0 COMMENTS 9 T a I 6 98. 4F - WOODGRAIN TEXTURE, FLUSH PANEL. GALv .NTER, STILES Z � 3 � 2/13/200b 1 REVISED MIN YIELD PER M -D COMMENTS (WAS 34.6KSI) 10 9 TO 1 7 - SECTIONS ARE EITHER .8' OR 21 _ HIGH / � t -PC END STILE CONFIGURAT,ON (SEE ILLUSTRATION BELOW) ONE iNTERMED+ATE STILE BE EACH EMBOSS LOCATION. 16 GA. GALVANIZED ! -PC DOU7BL.E END STILES ATTACHED r0 DOOR SKIN WITH PATENTED TOG -L -_OC SYSTEM. (2) AT TOP . INSIDE. (2) BOTTOM INSIDE. (4) ALONG ATTACHED W/ PATENTED TOG -L -LOC SYSTEM (TOP Ac 30T) / OUTSIDE EDGE OF 18' r.ECT70NS & (5) ALONG OUTSIDE EDGE Of 21' SECT;OxS. AND URETHANE ADHESIVE (ALONG CENTER ). / ® A TERNA E 2-PC ENO STILE CONFIGURATION (SEE ILLUSTRATION BELO '/ ♦ r—A 16 GA GAaVANI END STILES ATTACHED t0 DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM j(2) AT TOP INSIDE. (2) BOTTOM .NSiOE. (4) ALONG OUTSIDE EDGE OF IS SECTIONS & (6) ALONG OUTSIDE EDGE OF 21' SECTIONS) AND SEPARATE 18 GA. CALV, INNER DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED --- q TOG-:. -I.00 SYSTEM. _ / 1 - PG END STILE CONFIGURATION (ILLUSTRATED} • ALTERNATEE 2 -PC END STILE CONFIGURATION ( / (2) 12 GA. GALV. STEEL TOP ROLLER 16 GA. I -PC MUILE END STILE ♦ ® 16 GA END STILE / / ® BRACKETS (2 x 5-3/8)• L9 GA, INNER DWSLE END STILE / EACH BRACKET ATTACHED W /(4) f 14x5/13' SHEET METAL SCREWS. VIEW -C- A=STASLE SLIDE ATTACHED TO TOP / z a BRACKET WITH (2) 1 /4'x1 /2' BOLTS VIEW "B' / AND NUTS PER BRACKET. ♦ C C o -- 2" THICK 7 G 0. GALV. STEEL TOP ROLLER ♦ i S `9 ® � � FOR FASTESE R INSIDE S LE K = W LOCK POSITION (BOTH SIDES). TWO I i { POINT LOCK" REQUIRED. LOCKS }>? L HAVE 5/8" MIN. ENGAGEMENT. SEE : '• , LAYOUT OF EACH LOCK OPTION j b" CHANNEL BELOW. / ♦ i o o AT THE LOCATIONS NOTED ON i4 � • DOORS WITH 2 TRACK USE (2) STACKED INSIDE ELEVATION. ATTACH THE HANDLE BRACKETS (2- t /2 "z5 Lam' A OPTIONAL OUTSIDE KEYED LOCK POSITION / "x 12 GA) AS / 6 "x2- /4 "x12 GA. STEEL PLATE LHR t UNDERSIDE 6'x2 TO THE OF THE THE INNER BOTTOM BRACKET ATTACHED W'TH (2) d / d 6 "x2 - 3 /+ "x12 CA. CM.V. STEEL PLATE. •i 1/4 "x3/4" SELF TAPPING SCREWS. / , C CHANNEL WITH {4j 7/4'x "' Vi�VIEW " • 000 ONE PER C - CHANtiE}.. SEE VIEW 'E'. / SELF TAPPING SCREWS. i • MAX. DOOR WIDTH 18' -2" ®COORS WITH 3" TRACK USE USE (1) 3 -IN i • • • • 60** • / INSIDE Et EVATrONS / ROLLER CARRIER (t - 1/8 - x2 - 1/4 - x 12 6 • LOCATK)�/ r IONAL i GA.) AS INNER BOTTOM BRACKET ATTACHED Il— •VENTS. AQEA 0oIo � VENTS �T WITH (2) 7/4'x3/4' SELF TAPPING SCREWS. • • • • • • • • TO EXCEED 120 - SQ. INCHES. END • • 4 • V.' STILE SNAP LATCH ENGAGES ♦ -1/4 - x12 GA. GALV. STEEL PLAT:.. - 2 - 1/2 I • • ONTO VERTICAL TRACK. TAP ONE PER C- Cr+ANNEL. SEE VIEW "E • i • • • • IN ONE SNAP LATCH ON a S41P SHIP S 5/8" (TYP.) • • • • STi7LOCK / / EACH SIDE OF DOOR. / ytEW D • • • • • • • i G pE INTER. STILE END SLIDE $OLT + OUTSIDE LOCK ENGAGES '� FASTENED TO EN DD STILES W/ (4) #!4x55/B" C- CHANNEL 16 GA. HANDI.� SHEET METAL AND {4) 1/+ "x3/4' SELF STILE I GALV. STEEL INTO VERTCAL � • • • • • • • / TRACK. ONE TAPPING SCREWS. SEE VIEW •I K BAR OUTSIDE KEYED END LOCK ON EACLI • • • • AGES IN HANDLE STILE SIDE OF DOOR. / •• •••• • Q�TSIO • 1LE • V�D tQCK / TRACK ON / / ONE 6' TALL C- CHANNEL PFR DOOR SECTION (SEE VIEW '0") C- CHANNEL ATTACHED AT EACH INSIDE E INSIDE SLIDE BOLT _OCK {t • • • • LOCK SAR CLOCK OPTION EACH SIDE �I STILE LOCATION WITH (!) 1 /4"x3 /4' SELF TAPPING SCREW. •••••• �•�• • • • OF DOOR. / OUTSIDE KcrED LOCK 2.8ri� • ✓ 2 -114 SNAP LATCH LOCK OPTION 1 ® 9 TAPPING /8" SHEET METAL SCREWS r 7 -1 /4" WIDE x 16 GA Gtu V. STROP (7) PER DOOR SECT ON. OPTIONAL. (8) STRAPS ON 2ND (LOCK) SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4 "x3/4' SELF f � TAPPtNG SCREWS (TWO SCREWS TO DOOR, ONt SCREW TO C- CI-IANN£L). i' < :' %' �' ^: 'r -�•^ f4 ^. 24 GA. (0.0239' MIN. THICK) DDS S -EE+_ (MIN. YIELD STRENGTH: 7 -1/2' 37.2 KSI) EXTERIOR SKIN WITH G -40 GALVANiZNG, BAKED -ON AAAA PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT 12 CA. CALV STEEL BO('OM BRACKET (3 - "/2' x 5 -1/2) ATTACHED METH (2) #74x5/8' SHEET O APP,,ED 70 BOTH SIDES OF STEEL SKIN. (ASTM No. A653). METAL SCREWS. / N 7/4 - x3/4' SELF SCREWS / ACL'MINUM EXTRUSION & V-NYL WEATH-_RSTRP A 14 GA ENO MINCES Q_Ct' £RME 6 ATE H +NG£ tF f VI " " VI W SECTION A -A .'S,QE V,EWI / I / TOLERANCES �0 t 03 SCnLEI PAM PAX SIZE 0,5 FF/ �r L w cn Staten OTI ft wise 0000 Q x 007 ,E NOTED 1 Of 3 16'2 "W z 12'0'H 810pay 2 / 15/95 7 nESCal v n ES!GN ENGINEER / Degreea xt /2' i SCOTT HAMILTON, P.E. / ! CLOPAY BUILDING aRODUC,S �LRALN BY. MwW DOUBLE CAR WS :IURRtCANE PAN ODOR FLORIDA ! tC =NSE No. 63286 Building Products l 8585 DUKE BLVD. DR x uvBER DESIGN LCAOS • +a6.6 P S F do - 52 0 P S.E l MASON, CHIC 45040 C-EC KEZ ar B 101300 MD - Com n 1 C1 n 513 770 -4800 SH 4 3 2 e t 4 _ 3_ 2 1 CLOPAY 'MODELS 84A, 94, 98, H94 ® - PAGE 2 OF 3 3 DATE S.E REVISION HISTORY ON S HEE T O NE -� 1 IDEAL MODELS 4F, 4RST, H4S T , HOLMES 41ODEL 48,6 TRACK AI\;v JAMB CON' iGURA T ION TRACK CONFIGURATION: DOORS UP TO 8'0" HIGH / TRACK CC%FiGURATION: DOORS 8'3" TO 12'0" mCH / 1 STANDARD hEIGHT MODELS 48, 84A, 94, 98, 4RST, 4F / EXTENDED HE :Gr.T MODELS H94, HOST, 98. 4F,&/ HORIZONTAL ANGLE ATTACHED TO FLAG BRACKET D *TH (1) 3/8" X 3/4" CARRIAGE r306LT ® / CENTER O VER REQUIRED FOR � � DOORS OVER B' HIGH. I HORQONTAL TW1CK SUPPORT 8Y ' f� HORIZONTAL TRACK 0 DOOR INSTALLER (TO SUIT). I 1 -1/2' K 1 -1/2' INST BY DOOR HORIZON RA TAL ANGLE ATTACHED TO FLAG BCKET) HORIZONTAL ANGLE ( ) r WITH (1) 3/8' x 3/4" CARRIAGE BOLT. I 1!! 3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK THICKNESS: 0.101'. ANGLE THICKNESS: 0.080 ". '.1= DOLt�E TRACK LOW HEADROOM IS AYAXABLE AS AN OPTION �2' VERTICAL. /HORIZONTAL TRACK r 14` MAXIMUM SPACING ' t3 GA ^+ALY. STEEL FLAG BRACKET. ' JUN�71ON. TWO 1/4' BOLT'S FROM LAST MOUN HORQONTAL TRACK ATTACHED TO VERTKM TRACK ; SECTION VIEW QF 'RACK = k NUTS FOR EACH TRACK.r SLOT TO TRACK JUNCTION 2' x 2' Wtrl4 (2) 1/4' X 3/4" 80LTS AND NUM / AND nORIZON . TA . ANGLE. L? HQR12ONTAL ANGLE. J IAACK FASTENED TO ANGLE _ 8'0'Ft DOORS LILY} MITH 1/4' RWS AT 24' " s I V". O.C. SPACWG Z SPACED MOUNTING . DOOR VERTICAL g 2' GALV. STEEL TRACK, / HEK7iT " " 8 HEIGHT TRACK LENGTH j CEN TERS. r —3 TRACK THCKNESS t - 12' ON CENTER J SECTKNI wEW 'RACK r X 12 -0 13 / AND HORIZONTAL ANGLE. _ , _ OTH 1/O.C. TO 2E r �- r I t , " Y.' 7 . �'` s�+i MAIL SPACING. (� r ' v g TYP. 2- 1/2'x12 GA RAC S&V. STEEL TRACK BKETS. Ya TRACK BOLT AND N UT AT 24' (6 TACK ORRIS PER S FOR DOORS UP TO 7'0' HIGH). EACH MOUNTING SLOT LOCATION. r (7 TRACK MIKTS PER SvOE FOR DOORS 7'3` TO 8'0" H01). ' o 10" 1 3 -1 /2'd I 22" j ONE 5/16' x 1 -5/8" LAG SCREW SPACED AT THE SAME f DISTANCES AS THE TRACK BOLTS (I.E. 3 -1/2 10". 22'. 34',' 10� 46 ", ETC.) . ADDITIONAL LAG SCREWS LOCATED AT 16', 28', k ' 1 I 40' FROM BOTTOM. ALSO TWO LAG SCREWS LOCATED ABOVE dl 0000 3 -1/2" VERTICAL /HORIZONTAL TRACK JUNCTION. •00.40 0000• • I,. 0000•• • • •i••••� • • • AMB CONFIGURATION: DOORS UP TO 8'0" HIGH jAIAB CONFIGURATION: DOORS 8'3" TO 12'0" HIGH •• ` • • •• TANDARD HEIGHT MODELS 48, 84A, 94, 98, 4RST, 4F EXTENDED HEIGHT MODELS H94, H4ST, 98, 4F •••••• 0000 r$i 06'� b • Kos: •••i • • B • 0000 • • • • 1. 30OR OV (EACH Sll}E} '" a • • • • • • • • • • 000 STOP MOULDING By DOOR INSTALLER (TO SUIT). / t" DOOR OVERLAP (EACk SIDE) • • eQ ! /2' MIN. 16 GA. GALV. 1 -PC DOUBLE STEEL END STILE (OR ALTERNATE 2 -PC CONFIGURATION, t BY DOOR ' NSTALLER (TO SUt'T) .. -6 A.! 9E• r 2 -1 2x6 SYP WOOD JAM9!N S70P MOULDING . 'JAME�REli4RATtON • • • • • • • „ 4� s SEE SHEET ONE),® 2x6 SYP WOOD JAMB. SEE ® /2' MI 7 r '�1 76 GA. GALV. 1 -PC RUBLE ST END STILE (Oft ALTERNATE 2 -PC e • Sm%T � I7f 1 • ® 20 GA. GALV. STEEL INTER. STILE. (1) INTER. ' "JAMB PREPARATION NOTE' ON ONFIGURATON, SEE SHEET ONE) i Ir •• STILE BETWEEN EACH EMBOSS SEE INSIDE l SHEET THREE. , C ( � 20 GA, GALV. STEEL INTER. STILE. (1) 0#00 • • # e • • • • ELEV ON SHEET ONE). DOORS 16'2" WIDE / INTER. STILE BETWEEN EACH EMBOSS ' • 2-11'2 "x12 GA. GALV L TRACK HAVE (7) INTER. STILES PER SECTION. 11 ✓ (SEE INSIDE ELEVATION C14 SHEET ONE). 0000 BRACKETS :ASTEO WOOD 1 -5/8" x 2 -3/8" MIN. x 0.080" TAPERED DOORS 16'2' WIDE HAVE (7) INTER. JAMB WITH 5 /,68" tAG f t8 GA CAIV. STEEL CENTER HINGE ANGLE. SEE LAG BOLT MOUNIT :NG AT TRACK ® STILES PER SECTION SCREWS NOT TO EX O.C. 7/16" 1 ROUND FASTENED TO INTER. STILES W /(4) EACH CONFIGURATION. 18 GA GALV. STEEL CENTER HINGE M.k. OF (9) LAG SCR_ QUIRED.' PpU�S7HEE N��UUpT� � .,#14x5 /8" SHEET METAL SCREWS. ' . 7/16" I.D. ROUND FASTENED TO INTER STILES w /(a) EACH 2' GALv STEEL TRACK FAS TO 12 14 GA- F GAIV N S "EE_ ROLLER HINGES FASTENED TO END STILES W / (a) EACH #14x5 /8" FASTENER. /14x5 /8" SHEET METAL SCREWS CA. GALV. STEEL rRACK BRA TRACK SHEET METAL SCREWS AND (2) 1 /a" SELF TAPPING SCREWS PER END HINGE. 0.101" THICK 3' GALV. STEEL TRACK FASTENED 14 GA. GALV. STEEL ROLLER HNGES FASTENED TO END ATTACHED TO EACH BRACTH TWO . TO TAPERED ANGLE. TRACK ATTACHED TO STILES W /(4) EACH ( #14x5 /8" SHEET METAL SCREWS 1/4RfVE-S. ® � TAPERED ANGLE W+TH ONE 1/4'x5/8" BOLT k ' AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. 2 10 BALI LONG STEM STEEL ROLLER WITH NUT AT EACH MOUNTING SLOT. A STEEL OR Nn.ON TIR:. 3" DIA. S - LONG STEM BALL BEARING STEEL ROLLER. 1 TOLERANCES .00 : t 03 SCALE' PAGE- MAX. SIZE C � Un4m Stated Otnerwe 0 00 m t 015 NOTED 2 OF 3 © /� 0000 > t.007 DATE- 16'2W x 12 0 " H Degrees t1 /2' 2/15/95 DESCRIPT:M* SCOTT HAMILTON, P E 1 I I DQ^W% BY, DOUBLE CAR 'ITS HURRICANE PAN DOOR,' ! FLORIDA L,CENSE No_ 63286 1 Bullding Pr oducts f 8585 DUKE BLVD. MwW L - cHEIXEn Br SH MASON, OH;O 45040 DRAVI+K +xIHER. vEiN DESIGN -DADS: +46.6 PS.F a� -52.0 PS.F. Com �St3) 7 70 -4800 B i 101300 MD ! 4 { 3 + 2 1 I 4 3 2 REV j„T CR > CLOPAY MODELS 84A, 94, 98, H94 n i DEAL MODELS 4r, �RST, H4ST�' ' PAGE 3 SIT' 3 13� — ;SEE 4EViS10N ii;STOR O N Sf iEET ONE HQLVtES MODEL 48 i ✓ j LAMB ATTACHMENT AND SUPPORTING S I RUCURE D f ;a I 2x6 ,;AIMS TO SUPPORT NG STR ATTACHMENT: NOTES 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP (GRADE #2 OR � BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED •TO THE HORIZONTAL (TOP) JAMB. 2) ALL JAMS FASTENERS MAY BE (BUT ARE NOT REQUIRED TO, BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. ✓ 3) EACH VORTICAL JAMB SEES A MAXIMUM DESIGN LOAD Of,+372.6 LS & -416 I.S. PER LINEAR FOOT OF IAMB. ✓ W OOD FRAME BUILDINGS A T E E L. CONCRETE AN STRESS ET AN MASdNRY. SE FOR WIND LOAD WAS *IQ? USED I N THE CALCULA OF ALLOWABLE / E LOADS FOR ANCHORS AND FASTENERS F OR 5 STUD WALLS OF DOOR O PEMNG SHALL BE FRAMED SOUO BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE ✓ F 12 OR BETTER W000 STUD OF A STRESS GRADE NOT LESS THAN 1200 P51 NOMINAL EXTREME F•BER ST3E55 IN � BENDING (F.) FOR DOORS UP TO 8•0" HIGH AND NOT LESS THAN (4) 2x6 PRESSURE TREATED GRADE 12 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FSER STRESS IN . ✓ BENDING (F.) FOR DOORS VY TO 12'0' HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. , HORIZONTAL JAMB BLOCK WALL OR CONCRETE ' (NO LOAD FROM DOOR) 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH t5 BAR EXTENDING INTO 'HE ✓ , r , FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER ✓ v BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DES4NEO BY BUILDING PROFESSIONAL Of RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. J I ` f } JAMB PREPARATION NOT a / o THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD � JAMBS SHALL BE APPROVED BY THE PROFESSIONAL. CF 4ECORD FOR THE STRUCTURE AND IN FASTENER ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS uSTED ON THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. / • • • • ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS. AND ALL OTHER DOOR • • • e HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION +NSTRUCTIONS SUPPLIED WITH DOOR • • • • • • • • • • • • SYSTEM UNLESS OTHERW+SE NOTED. '••'�• ••• 'EuIAX. 00 �•'• / 2x6 JAMB TO SUPPORTfNQ STRUCTURE MINIMUM FASTENER REQUIREMENTS B •••••: •• • t .. • 2X6 VERTICAL JAMB (NOT TO $E USED FOR ATTACHMENT OF 'RACK BRACKETS tNt ANGLE TO 2x6 VERT AMBS OR SUPPORTING STRUCTURMAXIMUM! • • • • • • e F ON CENTER • DISTANCE STEEL • • BETWEEN WASHERS 0000 t ••• ••i j BUILDING TY ; FASTENER TYPE FASTENERS I REOuiRED? • • • • C -90 BLOCK (HOLLOW OR ✓ • • •t • • AC 1/4" x 3' (I - 1 /4" EMBED) ITW T APCON CONCRETE ANCHOR (2 - 1/2" MIN. EDGE DISTANCE) 6 - 1/4' 1' O.D. ' • • i ° j 3000 PS+ MiN. CONCRETE 1 4 x 4 1 - 3 4 EMBED ITW TAPCON CONCRETE ANCHOR Z - i 2 MIN. EDGE DISTANC 18 • T O.D. _ L_ ••••• +MIN 1 2" x 4 2 -1 4 EMBED ITW RED HEAD TRUSOLT *EDGE ANCHOR 2 M:N. EDGE OISTANC 24 INC U I WOOD - FRAME SYP 0.55 SG V/2 x a 1 -5 8 EMBED LAG SCREW ASTM A307 GRADE A 2 -1 2 MIN. EDGE ANCE 14 1 Z 00 I M1N. CONCRETE _ J3 /B x 5 1-3/4 EMBED WEJ -IT SLEEVE ANCHOR 2 -1 2 MIN. EDGE DISTANCE 14 INCLUDED ♦.�I•...;•r I : ±i :a ?4cfJ k A CLOPAY DOES NOT SUP "LY JAMB ATTACHMENT FASTENERS. ' � 1/2 MAX O.C. e e I - FIRST ANCHOR /SCREW STARTING FROM BOTTOM AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE. . 744 I A ; +lrtw nos L`'10M �I I TOLERANCES 0a s * 03 SCALE NOTED P"�' MAX SIZE /i !J /G ® clapay; U "�u. st °ue ouL..lae I z. 3 OF 3 16'2 "W x 12'0 "H ® f .0000 � t.(X)7 LATE. Oegrem a t1 E 2/ 15/95 �ESCRtPTlana SCOTT HAMILTON, P E. L JIL 1 DRAWN B Y DOUBLE CAR W8 r.URRICAN£ PAN DOOR FLJRlDA L.iCENSE No 63286 8585 OJKE BLVD. j S u i l d't n g P i" 0 d U C t S MASON, OHIO 45040 GIEEKE4 BY, M i H+AV 01300 } MD ' DESIGN LOADS: x46.6 P.S.F. Qt -52.0 P S.F C` 0 mp Q _ 51 ? 770 -4800 SH 1 4 i 3 2 02,/091 14:55 (FA})3057572387 P.002 /003 MIAMI,FI,gFUbA 33128 -, W•� «••,$�'�y`�g SURVEY NO Ttil.fiPHONE; (306) 26C.266:i ,�,! Wr M FAX: (306) 264-MM , y� LAND SURVEYORS SHEE7)d0. BC UNQ —ARY SURVEY scale I" s I I i .vo AAA} � • V1. I% kA lo 4 WA �} • e AD 1li..'1'r7� ' . I!I Pl j I f n � /tr/• Ir u I II I ss• iv.a�ra. r�.T.r. v FAX) 3057572387 SURVEYND.. 123 TELSPHONE; (305) 264.266t) Ann- FAX: (305) 284-0229 LAND SURVEYORS SHEET BOUNDARY SURVEY scale l`= �6,5 / 7Vr,4 ti e/w, \n ' r IV r- ek 1 L e&Wc Z rx / VIZ Arl Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 137668 Permit Number: WS -2 -10 -271 Scheduled Inspection Date: March 16, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: GUANCHE, ZOILA Work Classification: Garage Door Job Address: 197 NE 109 Street Miami Shores, FL 33161- Phone Number Parcel Number 1121360040480 Project: <NONE> Contractor: HOME OWNER Building Department Comments GARAGE DOOR REPLACEMENT Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 12, 2010 For Inspections please call: (305)762 -4949 Page 16 of 29