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WS-07-1351Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/16/2007 Inspector: Grande, Claudio Owner: CLAVERIA, LILLIAN Job Address: 304 99 Street NE Miami Shores Village, FL Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Block: Contractor: HOME OWNER Phone Number Parcel Number 1132060135600 Lot: Building Department Comments REPLACE BACK DOOR 63 1( Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, August 15, 2007 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING cr(�1��r PERMIT APPLICATION Trite t FBC 2004 Mt gCgIITE3 JUN 2 7 307 !J Permit No.Y\ISQ — 135 1 Master Permit No. Permit Type (circle): Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple T older) / / /1/ Ccc 1 iy-%A.375 Phone # 3 ° 5-7 5-7-7 7_1-0 Owner's Address 3o V 1JE f q Sr City ill f/ c State Pi— Zip 33 / 3 Y Tenant/Lessee Name Phone # = e� Job Address (where the work is being done) q/ 5 City Miami Shores Village County Miami -Dade Zip ?3/ 39 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City Phone # State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ I Type of Work: DAddition Describe Work: ['Alteration Square / Linear Footage Of Work: ['New VRepair/Replace D Demolition AO Submittal Fee $ Permit Fee $ / /64 1 f CCF $ 'CaV CO /CC Notary $ CO" Training/Education Fee $ Q 'oi© Technology Fee $ .2'75 Scanning $ (p 00- Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1Z4 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 l", Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of Yk ., , 20 l)' , by Li 111c(w e vainOv i,(,5 , day of , 20 , by who is personally known to me or who has produced F,'7ivots who is personally known to me or who has produced Lt(., I''6® As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** Sign: Print: My Commission Expires: *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APP (Revised 02/08!06) Plans Examiner Engineer Zoning NAME: VILLAGE OF MIAMI SHORES OWNER BUILDER DISeLOSURE STATEMENT ADDRESS: v .ue" 9 Do hereby petition the Village of Miami Shores to•act as my own contractor pursuant to the laws of the State of Florida,. F.S 489.103(7). And I have.read and understood the following disclosure statement, which entitles me•+fo work as my own contractor; I further understand:th4t 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 twa- family residence. You may also build or improve a commercial building at a coat of $25,000.00 or less. The building must be for yoir 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 mast be employed by you, which means that you trust 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 Initial 2. I understand that as ari owner - builder I must abide by all zoning ordinances and building regulations in effect at.the time of permit application Initial :3 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 4. I understand 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 <P5 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 any contract disputes. Initial 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•fer. any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed eOmpanyor person. Initial 'sJ 7. I. understand that if any person gets injured on my construction project --they are entitled to wdrkmen'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. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on myproperty with out first obtaining the proper permits by licensed contractors. Initial / _ Was acknowledged before me this c g day of ,) J , 20 0-1 By LA) ODUQA IttiL who was p Y ersonall known to me or who has Produced there License ar 091 Z6 { 200/ .OWNER as identification. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION . NOTICE OF ACCEPTANCE (NOA) Master Security Doors Inc, 702 South Military Trail Deerfield Beach, Fla. 33442 SCOPE: MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series EX3 Inswing Steel Door APPROVAL DOCUMENT: Drawing No. 05 -371, titled "EX3 USA Inswing Door Large Missile Impact Resistant ", sheets 1 through 11 of 1 I , dated 11 /10/05, prepared by Tilteco Inc. Tillit Testing & Engineering Company, signed and sealed by Walter A, Tillit, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: l=ath 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. 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 consists of this page land evidences E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E. Director of B.C.C.O. NOA No 05- 1121.04 Expiration Date: February 23,2011 Approval Date: February 23,2006 Page I Master Security Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 05 -371, titled "EX3 USA Inswing Door Large Missile linpact Resistant ", sheets 1 through 11 of 11, dated 11/10/05, prepared by Tilteco Inc. Tillit Testing & Engineering Company, signed and sealed by Walter A. Tillit, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS- 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistant test per FBC 2411.3.2.1 (b) 202 -94 Along with marked -up drawings and installation diagram of inswing steel door, prepared by American Test Lab of South Florida, Test Report No. ATL# 0708.01 -05, dated 11/09/05, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Anchor Calculation and Structural analysis, prepared by Tilteco, Inc., dated 09/09/05, signed and sealed by Walter A. Tillit Jr., P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0503.07 issued to Elco Testron, Inc. for "Tapcon Concrete Anchors" dated 09/05/02, expiring on 01/08/06. F. STATEMENTS 1. Statement letter dated October 11, 2005, "No financial interest" and conformance, signed and sealed by Walter A. Tillit, P.E. G. OTHER 1. Letter from the consultant, dated January 20, 2006, stating that the product is in compliance with the Florida Building Code (FBC). E -1 Herminio F. Gonzalez, P.E. Product Control Examiner NOA No 05- 1121.04 Expiration Date: February 23,2011 Approval Date: February 23,2006 y 2 I:s ®m••reevms ma This property described as Lots 11 and 12, Block 41 AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Dade County, Florida. Note: Underground encroachments and utilities, if any, not located. Fence ownership by visual means only, legal ownership not determined. Gtr FLOOD ZONE: X FLOOD INFORMATION: Community No.• 120652 Panel No.; 93 Suffix: J Date of F.I.R.M.: 3-2-94 Base Elevation: Not Available Certified To Rapid Title Services Company, Attorneys' Title Insurance Fund,'Inc., Forbes, John L. and Claveria, Lillian and Suncoast Savings and Loan Association,'FSA, A Federally Chartered Savings Association, its successors and /or assigns. PERMIT .ff:ufli,S C ? i3 1 -1 Miami Snores ‘,4 F ,ATE APPROVED 911 ZONING DEPT /014,41v- BLDG DEPT 5 SUBJECT TO COMPLIAN !WITH ALL E D E RA,_ STATE AND COUNTY RULES AND REGULATOtJS . and BEA PROPERTY OF: Claveria, Lillian, 304 N.E. 99th Street, Miami Shores, Not valid unless embossed with Surveyor's Seal. A BOUNDARY '11_12\ f r f hereby certrty that the survey repro sensed hereon * meets the minimum technrcal standards set forth by the.Boarri of Land,„-.F.Frevors In chapter 61(;17-6 f!grafi Ad ntstrahye� Code pursuant to 'ec tion —027. fla. Stjtu t. there are nu en( ru hments o�.e ayfs, easements ap ring on thr> t. . th -r than as »n Facet. .. FI.. keg. ? .wt: snir r•�t>r.. �n d,'rw /ter% /416401 s Florida 33138. LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address: 359 Al(azar Avenue. Coral Gables, Honda 331 34 Mailing address: P.O. Box 561131, Miami, Honda 33156 (305) 666 -7909 (305)523 -8663 DATE I SCALE DRAWN BY ENERAL NO tS 1. EX -3 USA, Inswing single door, large missile impact resistant shown on this Product Approval Document (P.A.D.) has been verified for compliance in accordance with the 2004 edition of the Florida Building Code. Door may be installed at High Velocity Hurricane Zones. Design wind loads shall be determined as per section 1620 of the above mentioned code. In order to verify that anchors on this P.A.D., as tested, were not overstressed, a 33% increase in allowable stresses for wind loads was not used in their analysis. A duration factor Co =1.60 was used to verify fasteners in wood. This door's adequacy for impact and cyclic resistance has been verified in accordance with section 1609.1.4 of the above mentioned code, as per TAS 201, 202 and 203..... Is, per ATL Report #0708.01 -05, and as per submitted calculations performed as per section 1612 ofth• y •r;: fi . _ 'L, -. fer , EN 10142 + a#' n = 23 %. 2. Max Design Pressure Ra ; g: + 70, -200 psf This .ressure ratin 1 is onl vah { ' door is assemble.. '. ith re • uired hardware indicated on sheet 2 of this drawin t . e 3. This Door is approved for Air and Water infiltration. This approval is only valid if door is sealed with required gasketing and weather stripping as indicated on Bill of Materials on sheet 3, and sealant specified on General Note 10 below. 14. Galvanizing type: G60 4. This Door will not require a Hurricane Protective Device. 15. Decorative Wood Clad Panels: 0250 (1/4 ") thick plywood, oak, pine, mahogany, Douglas fir with 10 -12% maximum moisture content, painted with minimurn of two (2) coats of water based varnishes, protective impregnators and coatings for outdoor installations. 5. Wood bucks by others, and must be properly anchored to transfer loads to the existing structure. Wood bucks must be Southern Pine #2, with specific Gravity G equal or greater than 0.55. 6. Anchors for fastening door subframe to existing structure must be as indicated on sheet 3. 7. All welding to conform to the 2004 American welding Society AWS D13 and AWS D1.9. Regulations. Use certified welders. 8. All screws used for assembly connections (metal to metal) to be stainless steel 304 or 316 series or corrosion resistant coated carbon steel as per DIN 50018 with 50 ksi minimum yield strength and 90 ksi tensile strength. 9. Remaining components for this door system shall be as indicated on Bill of Materials on sheet 2 of this drawing. 10. Sealing of door components shall be as follows: Sealant: Frame: The interior and exterior perimeter joints and all frame connections shall be sealed with silicone sealant. The two sheet metal 45° angle shaped sections at the corner key shall be sealed to each other and to the sheet metal fabricated corner section with silicone sealant. The two steel sections at the sill shall be sealed with silicone sealant. Hinges shall be also sealed to binge jamb with silicone sealant. • Sub - frame: The interior and exterior perimeter joints and all sub -frame connections shall be sealed with silicone sealant. Sub - frame shall be also sealed to the frame with silicone sealant around the exterior perimeter. Sub -frame shall be sealed to the wood buck using silicone sealant. Door: The interior and exterior perimeter joints and all door connections to the main casing at the top rail, bottom rail and stiles shall be sealed with silicone sealant. Hinges shall also be sealed to hinge stile with silicone sealant. The plywood panel on exterior side of door shall be sealed around perimeter of the top rail, bottom rail and stiles with silicone sealant. The interior and exterior perimeter joints and all frame connections were sealed with silicone sealant. The sill flashing was sealed to the door panel with silicone sealant. • • ••• •• •• • • • • • • • • ••• • • •• •• • • • • • • • • • • • • ••• • • • 11. Frame and Sub -frame Material: Hot rolled steel DD 12 Refer ce E T1 1 1 55,900 psi; Yield Strength at 0.2% = 52,400 psi; Ultimate Elongati 4.5 °i . wi-h 'file Strength =; ' 12. Door Material: Hot rolled zinc plated DX51 + Z100 (275 G/M2 A1-97 with Tensile Strength = 54300 psi, Yield Strength at 49,6 tz) psi to E4e4 fer , EN 10142 + a#' n = 23 %. 13. ASTM Designation for Steel: Equivalent to ASTM A 653 Q CQ Grade 50 at door. Gra e and °, STM A 653 14. Galvanizing type: G60 15. Decorative Wood Clad Panels: 0250 (1/4 ") thick plywood, oak, pine, mahogany, Douglas fir with 10 -12% maximum moisture content, painted with minimurn of two (2) coats of water based varnishes, protective impregnators and coatings for outdoor installations. 16. Door's manufacturer label shall be placed on the exposed surface of door's frame or sub -frame. One Label shall be placed for every door. Label shall read as follows: Master Security Doors, Inc. Deerfield Beach, Fl Miami Dade County Product Control*Approved. 17. a. This P.A.D. prepared by this engineer is generic and does not provide information for a specific project; i.e., where the site conditions deviate from the P.A.D. _ b. Contractor to be responsible for the selection, purchase and installation, including life safety of this product, based on this P.A.D., provide he /she does not deviate from the conditions detailed on this document. Construction safety at site is the contractor's responsibility. c. This P.A.D. will be considered invalid if altered by any means. d. This P.A.D. shall bear the date and original seal and signature of the professional engineer of record that prepared it. ER IT #: tNSO1 -i3DI Miami Shores Village APPROVED BY DATE ZONING DEPT IMIMI BLDG DEPT w� I Lr`/ ' SUBJECT TO COMPLIAN of,' NTH ALL ` DE -I" STATE AND COUNTY RULES AND REGULATIONS Approved as eomptring *rid* MI Florida Date I NOAH ill:1 11 IK i Paoli Dade , Div BY WALTER A. TILUT JR., P.E. STRUCTURAL ENGINEER FL. LIC.NO. 44167 • • • •• • •• • • • • • • • • • ••• •• • 'v i ' .' ildEL�lttG =:OMP�4N"' ti i c I,LQ�I� IFIMsm • • • • •• ••• •• • • • • • • • • • • • ••• •• • ELEVATION IMOMEIFIra LE JUN 2 7 MU L BY:__ 05 -371 DRAWING N° SHEET 1 OF 11 • • ••• • • • • •• •• .. • • • • • •• •• • • • • • _ • BILL OF MATERIALS ... P.E. •.''III I • ...•... ../1- . • • • • • • .... p�SCR IPTION �Ty CoMMeN75 WALTER A. TILUT JR., * STRUCTURAL ENGINEER Mt ATTACHED TO ITEM 1i WITH LIQI.UD NAIL LIRE • I L ..6 ivicL•• M.4 iFRf�FL j'TESTQ4 ,& &y6ANEEI l f;DMP 6355 NW 36° STREET, STE. 305 MIAMI, FLORIDA 33166 • • • • • • • ••• • • • • • • • • •• • • • • • ••• •• 1 HANDLE SET W /DEAD SOLT MISC. 2 1 2 EXTERIOR PANEL (SEE NOTE 15) 0.250 T H . WOOD Ct > = 0.55 3 INTERIOR-PANEL (SEE NOTE 15) 0.250 THK. WOOD G >= 0.55 1 ATTACHED TO ITEM ii WITt-I- LIQ AID NAIL GLAE 4 FRAME JAMBS,_ f JGAD HR. STL W /A52PVC FILM 3 * 5 FRAME CORNER KEY HINGE ASSEMBLY _CALV. STEEL STEEL 2 3 REFER TO 5 FLEET 8 REFER TO SHEETIO i/i /O,5 6 MASTER SECURITY DOORS,. INC 702 SOUTH MILITARY TRAIL DEERFIELD BEACH, FL 33442 7 ROCK WOOL INSkGATION FIBERLA.g.S A/R . PANEL CAVITY % 1 2 RE1NF (MVtLTi -POINT LOCK. H-01451 N4) STEEL 1 AT LOCK. STILE J /i6" X 1/8° TRIG OPEN CELL FOAM EPS A/R W /ADF-FESIVE BACIUNC, AND 4LI.CED TO COMPRESSION GASKET ' _3 1O PANEL RE' NF (Hi N4ESTILE) STEEL 1 ATI- i•lNESTILE 11 PANEL TOP, BOTTOM . STILE RAILS h-FR STL W/ .452 PVC, FILM 4 * 12 #5X 1/2' PPI -ISMS STEEL 19 PANEL A.c•s'y SCREW 13 GSA CYLINDER ASSEMBLY LOCK. STEEL 1 REFER TO SHEETS 14 BACKING TOBAR 4ALV. STEEL 2 15 . TOP FRAME SILL HR STL W/ A52 PVC FILM 1 REFER TO SHEET 6 16 REAR PANEL PLATE HOT ROLLED STEEL 1 0.059" TF f-14 SPOT WELDED TO ITEM 8 IN THE LOCK STILE WITH TWO ROWS OF SPOT WELDS, 4" APART, FIRST ROW AT 5/8' FROM LOCK. STILE EACH ROW WITH (8) WELDS, LOCA r ED (1) AT 11/2" FROM TOP RAIL, BALANCE AT131/8 ", 17 I/4 °,16 °,•3 3/4', 11.',10 3/4', 16' AND ALSO SPOT WELDED TO ITEM 10 IN THE HINE STILE WITH ONE ROW OF (&) SPOT WELDS AT 1/2° FROM HfNCje STILE, AND AT21/2" FROM TOP RAIL, WITH 'FALANGE A71.4. 1/2 °, 17' , 17- 7-/8 ", 18° AND 191/2'. MODEL: EX3 USA • INSWING DOOR LARGE MISSILE DRAWING: ELEVATION SCALE: NONE DRAWN BY: KP In O O . rT, < 17 FRONT PANEL FORMED PLATE HOT ROLLED STEEL 1 0.059' TI-I.14 WELDED TO THE STEEL FORMED SECTION AROIAND TH-E ENTIRE PERIMb t bR ON INTERIOR AND EXTERI OR. SIDE, (20) WELDS AT EACH STILE, LOCATED AT (1) AT I/ 1/8' FROM TOP RAIL THEN (19) WELDS AT4 3/4' 0 -C. (8) WELDS AT TOP AND BOTTOM RAIL, EACH LOCATED (1) AT 1" FROM COCK. STILE, THEN (j) AT5' 0.G. ? R SLABFRAME I LEAD F -OT ROLLED STEEL 1 REFER TO DETAIL 18, SHEETS 19 SIABFRAMEJAMBS HOT ROLLED STEEL 2 REFER TO DETAIL 19, SHEETS 20 LOWER FRAME SILL.._ HR S-r-t_ W/ A52 PVC FILM 1 REFER TO DETAIL 20, SHEET"',. 21 SLASFRAME CORNER KEY GAL-V. STEEL 2 REFER TO DETAIL 21, SHEET-7 AND DETAIL 5, .5H-EET 2 22 FRAME GASKET VINYL A/R. REFER TO DETAIL 22, SHEET11 23 COMPRE�•SION GASKET VINYL STEEL A/R REFER TO DETAIL 23, 5 EETi1 REF MET 24, SHEET 6 AND R H REF DET22, SEET7-. LOCATED AT 13/$' WIDE X 1118° H1 4H NATOIATS COVERED WITH VINYL COVER (5) AT 111N4EJAMB 24 BLOT W/TH-READE D SLEEVE 25 RETENTION CLIP 1-fOIASIN4 4ALV STEEL 10 5PER JAMB.. SEE LOCATIONS ON SHEET 3. REF. Der 25, SI IGET11 Approved ascomplying arNaW Date s 26 RETENTION CLIP CIALV. STEEL 10 5PERJAMCr.. SEE LOCATIONS ON SHEET 3. REF. DET26, SHEET= 27 M8 X 30MM ALLEN HEAD BOLT STEEL 5 SEE SHEET3 FOR LOCATIONS 28 BLOT KEEPER PLASTIC 5 REF MET 28, SHEET 7. LASE 5AT HiN4E )AMB AT ITEM 24. NUM o�fl�ILli�Z II /il 29 SILL SWEEP STEEL W /A52 PVC. FILM 1 REFER TO DETAIL 29, SHEETS 30 SILL SWEEP END CtASKET VINYL 2 REFER TO DETAIL 30, SHEET7- 31 5fLL SWEEP' FASTENER STEEL 2 REFER TO SHEET 4 32 5/8" X 0.090' THK OPEN CELL FOAM EPS 1 ATSILL SWEEP, BETWEEN SILL SWEEP AND DOOR PANEL 33 CHANNEL COVER (0.227" X 0.390' X 0.38 TF-FK) PLASTIC 1 REFER TO DETAIL *, SHEET* 05 -371 DRAWING N° • SHEET 2OF11 MAX. OVERALL FRAME WIDTH - 40 5 /16,' ..r (-r (T' (2) LOCATIONS, TOP) MAXIMUM PANEL WIDTI -F 37 i/2" O 0 0 (TYP 2 LOCATIONS BOTTOM) AOOR. ASS eMg.Ly /I-±AR.AWAR. (EXTERIOR, ELEVATION) WALTER A. TILLIT JR., P.E. STRUCTURAL ENGINEER FL LIC.NO.44167 7.500 7.500 7.250 BOOR S(.(.BFRAME CON NECTON TO 1OORZ FRAME BOOR -- SI.tgFRAME GONNE•CTION TO EXISTING 5 1 (EXTERIOR ELEVATION) MAXIMUM ANC! -FOR SPACING 'S" SCHEDULE FOR SU.gFRAME ANCHORAGE TO EXIST! N G STR.UCT1 t.RE • • ••• • • • ••• •• •• • • • •• •• • • • • • • ■ as as ohm& AO • • • • • • • • • • • ••• • • • • ••• ills CC° 1141X:.: : ZILa1'=ESrNG& E61OINEEROIG3O1V 'Y • • • • 055 KNl FLUB WE S.331 T • 3 5 DOOR FRAME _JAMF�S HEAD SILL DESIGN LOAD tA.P TO 100 PSF >100 TO 200 PSF RP TO 100 PSF ANCttOR TyPE 1 2 1d° D.C. 17 3/4' O.C. •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• 5' 0.C. y o.G. 127/8' O.C. 25' D.C. >100 TO 200 PSF 6 3/8' D.G. 8 5/8' D.C. " VALID FOR T- R. POI.IRED CONCRt C, CONCRETE BLOCK, OR WOOD SR13.STRATES (REFER TO ANCHOR LEGEND) ANCHOR LEEND: 1. 1/4° TAPCON ANCHORS, Sy ELCO TEXTRON W/1 1/4° MIN. EMBEDMENT TO Fe. = 3.32 KSI GONCR&T&, ORASTM C-90 CONCRb t E BLOCK AND WITH-3' MIN. EMSEDMENTTO WOOD S(.t$S i taATE W/ G >= 0.55MIN EDGE DISTANCE = 21/2° (MfkSONR`() AND MIN. EDGE DISTANCE 1' (WOOD). 2. 3/8° TAPPERS By POWER EASTNERS, INC; W/1 1/4' MIN. EMBEDMENT TO Fa = 3.0 KSf CONCRbit OR. A.STMC -- 000NCREIC SLOCK. WALL-AND WITH. 3° MIN. EMBED. TO WOODSI4SSIXATE W/4 > = 0.55 MIN EDGE DISTANCE = 4 1/2' (MASONR`T), MIN. EDGE DISTANCE = 11/2° (WOOD). — PERIMb I tR FASTENER LOCATIONS (See ANCHOR LEGEND, TI -15 SHEET) rn DALE DWN: 11 /10 /05 Approved as complying with tt'!e Florida Bs Date 0 2 O NOM 05 -371 DRAWING N° SHEET 3 OF 11 6 ¢J MASONR.y IN STA LLATI 0 ts-1 MIN EDC.�E DIST (SEE SH-EET3) 1'X P.T. .kCk. (SEE NOTE 5/1) 1/41 TAPCON OR 3/8' O TAPPER. REFER TO SHEETS FOR SPACI N4 AND LOCATIONS SEAL.A EXTERIOR SEALANT f o 0 (2) 2' XPTSKCK. (SEE NOTE 5/1) TTP. TOP AND $OTTOM Hi-- MIN. & 4E DIST (SEE SHEET 3) • • •• •• • • • • • • • WOOD I NSTALLATl JN 1/4'5 TAPCON OR 3/8' O TAPPER REFER TO SHEETS FOR SPACINC1 AND LOCATIONS (2) AT 1/2° FROM gr-LOCK.STILE, 1/2" APART, (1) @ 2 -1/2" O 15-1/2", LOCK, ST1 LE, 15 -1/2 ", 15-3/4° 6_3/4 (2) AT 5/8" FROM O HINGE STILE 3 3/4° APART. O (1) AT 3/4° FROM LOCK. STILE, 12 ", 12-1/4", 10" 3/8' A T NN, EXTERIOR WALTER A. TILLIT JR., P.E. STRUCTURAL ENGINEER FL LIC.NO. 44167 3/8' (3) # 6 SMS WIT1-t 1 -2/4' MIN EMBEDMENT ALTERNATE TO MA ANCH -ORS (1) @ 1 -1/2', 1,9' 18' (3) 3/16° DIA T.4PCONS W/1 -1/4° MIN EMBEDMENT ALTERNATE TO MA ICH-ORS (2) @ 1 -1/2', 19" ,18° ••• • • • ••• • • • •• •• • • • • • Al • • • • • • ••• • • • • ••• • • • - • • ••, i •I 1 L'LLC TN \. • • -KIT TESTING & ENGINEERING O)MPAN' 6355 NW 36th STREET, STE. 305 MIAMI, FLORIDA 33166 •• • • • •• ••• •• • ••••••• • • • • • • • • • • •• • • • •• • • • • • ••• •• M r, o m� , i ,,- c.) ::,,-; .$,. g01 ,--9: o olw &Ell el 44 t-- 0 5 G:VERT. CROSS SECT • App.ovvd as comptylag wk& ItA Florida 13 NOS: Neat Rade 05 -371 DRAWING N° SHEET 4 OF 11 • • .•• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • MIN. EDCIE DISTANCE (SEE SI-fEET3) MIN. EDCtE DISTANCE a . OVERALL PANEL WfATI-f = 371/2" 1/4' MAX. SI-MM CLAP —►-� — MIN EDXE DISTANCE (SEE sH-EET3) - i'XPTSt{C.K (see more 5/1) EXTERIOR MASONRY INSTALLATION MAX. OVERALL FRAME WIDTH- = 40 5/16' (2) SCREWS, 1/2' APART 1 -1/4° FROM TOP RAIL (2) SCREWS, 1/2' APART 1-114° FROM BOTTOM RAIL 114'0 TAPCON, OR-3/8" O TAPPERS REFER TO SI- 1-EET3 FOR LOCATION • i 1/4' MIN EMU ► ENT (4) SCREWS PER I -ftN%E ST 4 (2) 2° X PT U I�i.CIC (SEE NOTE 5/1) r °:'r: r:'r. 1;1,11;1 r t /IHi! 1/4'0 TAPCO N DR 3 /0 O TAPPERS REFER TO Sf -fEET FOR LOCATIONS WOOD I NSTAL_L ATIO (2) @ 1-1/4' FROM 'BOTTOM RAIL, 1./2° APART 15' FROM SOTTOM RAIL, 13 -1/2', 24-3/4°, 13-3/4', 10° , (2) @ 1-1/4° FROM TOP RAIL, (2) 1/4 -28 X 0.89' FL.ATALLEN READ MACFt1 N E SCREWS, @ 31 -1/8' FROM f TTOM RAIL,. 10 -3/4' 3' MIN. EMBEDMENT WALTER A. TILUT JR., P°E. STRUCTURAL ENGINEER FL. LIC.NO. 4410T • • • • • • • • • • • • • /I gqo 111LrrFS1(NG€ENG1NEE1114G forfAm .' .°5 NVIC36C' S%REET, SYk. 3 MIAMI, FLORIDA 33166 •• • • • •• ••• •• • • • • • • • • • • • ••• •• • g3 c6t64) Ergl DATE DWN: 11/10/05 :2; .% 05 -371 DRAWING N° SHEET5OF 11 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • 024 2.17-0 �r - ► 1.180 -.... - 1.420 + 0.080 TI tIC. 1934 --o--- Tllijf • • ••• • • . • ••• : .2/. 114 E C HIC „.• ••• •55.NW 36�hEE1 STE 305 A 1Y • MIAMI, FLORIDA 33166 •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• • 1 1.10 5.280 • 1:570 + 4.130 T 0.610 t . -+► 0.160 ' - 1.:950 t MASTER SECURITY DOORS, INC 702 SOUTH MILITARY TRAIL DEERFIELD BEACH, FL 33442 TELEPHONE: 561 -499 -7558 FAX: 561- 499 -7558 0.080 T H-K 0.590 -.- -+ -:- 0.490 1.180 14 g . 1 BACK( TOg,4R 6 RE( LOCK. ST(LE RE(NF �--�-(N E STILE 6 G 2.490 +- 0.300 !i ► - 0,580 + 1.022 0.370 . 0.14D -.- 1.15 - 0.375 0.125R... 1.710 -� -.► 034 i MODEL: EX3 USA INSWING DOOR LARGE MISSILE IMPACT RESISTANT DRAWING: DETAILS SCALE: NONE DRAWN BY: KP o o [11.1.3 0.070 iyPICAL WALL 0.02 0.810 2.270 0.350 0.480 2.8)D 6' TO? FRAME SILL - ___..- 2494 - . 0.742 2.204 - < 4� DOORPANELTOPRAIL ► �+- 0.360 1 D.603 0.031° WALL T -K TyP WALTER A. TILLJT JR., P.E STRUCTURAL ENGINEER c 0.80 A Appnai sash with the) • ... Ar- 0.310 -•••- T -.NI- m- 4W111 0 C:1 Mind ' ... :!:I %; 0.860 0.080° w,4LLTrtrc. r EDFRAM E; JAMS J -R, ;/• -11 gOTTOM RAI L AN-ID FL• L1C.NO: 44167. �/ VERTICAL STILES - /s/:2,- DRAWING N° LOT 6 SHEET 6 OF 11 —a- 2.360 f 2.050 1 0.00 0.430 0.310 (F9)5 L4 F R.4M EJAMF�.s 7 SCALE: 1/2 (/\\ LOWER FRAME SILL SCALE: 1./2 -•.e -- 2.360 -;- r -•go-- 0.390 L 0.480 r -40- 2570 0.0 SKF, FRAME I -I-EAD SCALE: 1/2 7 TYP 0.030 — 30° SILL SWEEP sCALe: IX L • • ••• • • • ••• •• • • • •• •• • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • - -•r- - - - - • •• • • • • •• • • •• . . • • • .. - • IT TESTING & ENGINEERING COMPAPIY 6355 NW 36th STREET, STE. 305 ••• MUJ I LOR19.31.1€ ••• • ••• • • • • •• •• • •• • • • • • ••• •• 0.448 0.641 0.222 0.400 —r 0.810 1.865 21 S L'tg FRAME CORN ER Key 7 SCALE: 1/2 0.160 D1A. FOR (2) 0.156'0 RIVETS t 1.0y-0 - --- 0.050 1.520 WALTERA. Tuff 4R;, P.E. _ STRUCTURAL FL. LIC:NO.44167 1 0.249 0.175 0.403 SWEEP cA4SILET 5CALe: 2X 8.0.262 -we 2.252 - 0.234 SLOT KEEPER SCALE: PALL 0.234 O DATE DWN: 11 /10 /05 05 -371 DRAWING N° SHEET 7 OF 11 • • ••• •• •• • • • • • • • • • • • ••• • • •• •• • • • • • • • • • • • • • • • • • • • • • 0.30 1.460 — 3.154 T-fiREADED FOR ' M4 X 30MM ALLEN I- AD MS 0.310 4-1 0.12!) TI tREAD ED FOR M4 X 30MM ALLEN f-1 EAD MS 0.531 45' \ 2.702 A ORN ER FRAME PLATE 8" SCALE: N'LF CORNER FRAME PLATE (DETAIL A) (2) PER CLIP 0.229 4.5530 SILICONE c{ AP BETWEEN FRAME CORNER K,Ey AND ALONG EDGES OF CORNER FRAME PLATE. CORNER FRAME PLATE PIN CRIMP TO CORNER K.Ey (2) PER PLATE M4 X 1OMM FH'ALLEN SCREW CORNER, K.EY TO FRAME READ (2) PER CLIP FRAME CORNER Key (DETAILS) M4 X 30MM ALLEN f-1EAD FASTENER (1) PER CLIP FRAME CORNER K,EY Ass'y \% v 0.160 DIA. FOR (2) 0.1560 RIVETS Tf-tR.EADED FOR M4 WALTER A. TILLIT JR., P.E. STRUCTURAL ENGINEER FL.. LIC.Ip.44167 SLOE FRAME CORNER KEY • • •• • • • TILLI T ''TESTING-8; ENGINEERING COMPAI 6355 NW 36th STREET, STE 305 • • • MIAMI fl_061IDA 36466 • • • • 1 L Etb AC! • • • • • • • • • • ••• • • • • •• • • • •• • • • • • ••• •• • • DATE DWN: 11/10/05 Approved as complying with the Date NOAI 05 -371 DRAWING N° SHEET 8 OF 11 • • ••• • • • ••• • .• •• • • • .• • • • • • • • • • • • • • • • • • ••• • • . 2.220 0.200 -: -. • • • - a - - • ••• • • • •. -- - - ••• ' • 1 L1 6CS • • ' •TILLRTESTINt? ENQ1NEERINIS COUPtf 6355 NW 36th STREET, STE. 305 •• • • MIAMI, FLORIDA *3..x' •• • • : • • • • • • • • • •• • • • • • ••• ••' .. 0.90 ITEM # DESCRIPTION 0.4ANT ITY O I 13.1 LOCK. 1 13.2 TON414E f&PPER 1 O O C • 0 r 0 c n --�- 1.380 0.390 - 13.3 YONC�I.IE LOWER 1 13.4 LOGO SLIDE BO LTS 2 3.2 13.5 CONNECTORROD (Hors oWN) 2 MASTER SECURITY DOORS, INC 702 SOUTH MILITARY TRAIL DEERFIELD BEACH, FL 33442 TELEPHONE: 561 -499 -7558 FAX: 561-499-7558 13.6 LOCK. .5 I tzIICE PLATE 1 0.062 TH•K. 1.380 '� '� 77.5.9° 0.790 1 000 ID 13 O 0.200 -}^ 2.220 +-o--- -., LOCI, SCA -.- 4.520 -t► LE: 7..1.4- To (2) ALLEN ATTACH-ED STILE W/ X 1/2" Fit . 1.120 LOCK. 1/4 -22 SCR. TONC�1 t.E (APPER�AND. LOWER SCALE: 172 91 MI4.LT1 -POI NT LOCK.1NG SYS I �M MODEL: EX3 USA INSWING DOOR LARGE MISSILE IMPACT RESISTANT DRAWING: LOCK SYSTEM SCALE: NONE DRAWN BY: KP a O r,., '-' ,-+ Z y� A 3.160 0.708 ' (2) H -OLI✓S FOR i/4 -22 X 1/2° Fl-f. ALLEN MS 0.440 11.210 .� 5900 5900 -+► 3.460 1 ►--+r i► 4.80 • 3.)00 4.00 ► r 3.700 i • CDO IL Ii - - 157° i ;' - O O� 3.800 4: I -�- (2) LOCK. t3.4 LOCK SCALE: saIsB _ �- 0.441 2.160 2.520 3.070 0.75 DIA (5) 0.390 DIA(.2) (4) 0.310 DIA. WALTER A. TILLIT STRUCTURAL NG N ERA . -♦••I --- -4s- 2.160 -- 2.520 �-- RE�I,tIRED 5.225 -�` AT STILE SL(AE 1/4 BOLTS -- 1.200 Approved ap emptying with the ► Date 0 ere r NMI r.�.- 7iraEMI Misalliimdc' ► 6 LOcK, s 1 1211�� PLATE 3.6 - -- 3.0 " 05-371 DRAWING N° SCALE. 1/2 FL. LIC.NO. 44167 7,4•0- SHEET 9 OF 11 0.240 Tr. 0.225 1.380 .y 0.240 3.030 I-tINE MALE SCALE: f}ALF (6.1) HIN4E MALE (6.6) M8 X 20.37 ALLEN FLAT HEAD (6.5) PIVOT ROD (6.4) M8 X 1.375 SOCKET HEAD H-I E AssEM1sL`r 0 • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • 0 • • • ••• • • • • • • • • M ri o0 n • •• • • •• • • • • • • r�t.%dasi • •• Ti.LIT leSTINGTENGIMEERING COMPA[ 6355 NW 35th STREET, STE. 305 • • MIAML f LORIDA 3 in • • • • • • • • • • r • • • 00 •• • • • • • ••• •• ITEM # 6.1 6.2 6.3 6.4. 6.5 6.6 * DESCRIPTION ftIN4E MALE ftl N4 E $ACIGER PLATE 1 >IN4E FEMALE M8 X 1.375 .SOCKET f-F AA PIYDT ROD M8 X 20.37 ALLEN R-f * C+2VANTITY 1 /ASS'Y 1 / ASS'Y i /Asst' 2 / 1 /Ass'y 2 /Ass,y 0.3_90 --Apo- 0.070 (11-\\\-- R, 0.156 a 0.352 - 0.7-.05 2.201 H I N -&ACKER PLATE SCALE: FALL 0.233 I21 0.530 DIA. (2) 0.3101)1A. 0.880 WALTER A. TILUT JR., P.E. STRUCTURAL ENGINEER FL. LIC.NO. 44167 0.380 0.435 0.7-11 } 0.870 f-MN F MALe SCALE: FIALL 2.520 w O DATE DWN: 11/10/05 Approved as eomptyieg with the Merida Date 05 -371 DRAWING N° SHEET 10 OF 11 Ow- 0.3101 fA. 19 s FRAME 0.522 7J • • ••• • •• •• • • • • • • • • • • • • •'• • • ••• • • • • •• •• • • • • • ••• • • • • ••• • • • • •• • •• •• • • • • • • : •' • • IL EGOIN,C\ Ttuig T STING 6 ENWIEEM Cc1PA JY • B611 SPRY §TE.9Q5 • :$.1 i{,:Lt1MA 83166 • • • • • • • • • • • • • • •• • • • • • ••• •• FRAME 1/4' X 1/2' WELL 11 1 Lam- = = -= ii PLAN 65° 0.256 0.024 0.012 0.512 04_90 Pm- 1.542 FRAM E as 3.220 0.296 J 0.040 0.020 RE! .NTION CLIP SCALE: HALF 4 O 0 A 0.025 0.042 i✓ L>✓ VATI O N COMPRESSION cAS k ST SCALE: /OX L SI.tBFRAME CONNECTION TO FRAM E WALTER A. TILLIT JR., P.E. STRUCTURAL ENGINEER FL LIC.NO. 44167 0.720 0.020 0.125 DATE DWN: 11/10/05 0.200 c (/i 77 - 0946 LOWER. FRAME SILL TO FRAMP,JAM-g I . 0.436 CONNECTION 1.624 0.2.69 0.149 2.5,4 ATJ/ RETENTION CLIP 1-fOt/t.<SINC� SCALE: LE: 1/2 1.212 0.532 05 -371 DRAWING N° SHEET 11 OF 11