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WS-10-1920Inspection Number: INSP - 153864 Scheduled Inspection Date: December 02, 2010 Inspector: Bruhn, Norman Owner: OBENOUR, JAMES Job Address: 1401 NE 103 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments December 01, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -11 -10 -1920 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132050310130 REPALCE EXISTING EXTERIOR DOORS AT PATIO PER DRAWING (EXACT RETRO FIT) WITH ALUMINUM IMPACT DOORS /SIDELITES PER NOA #10- 0406304 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments JIM 305 - 469 -6896 e6- Page 16 of 22 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION P E R M I T N O T A X F O L I O N O (( Yogi / f3v STATE OF FLORIDA COUNTY OF MIAMI DADE: 11-E UNDERSIGNED hereby gives notice that improvements wi l be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: /4/ #6 (o3 it 2. Description of imp ovement' 00 e er 3. Owner(s) name and address: d �1 i 4' ad/ . /4 Interest in property: Name and address of fee simple titleholder. Name and address: Amount of bond $ 6 Lender's name and address: Notary Public 113 01.38 1104 PAGES nee) / A / 4 /57 5 r u f '(oit'r F 3/ 3 Print Notary's .Name u4I M commission expires•5°r A D T1�01 Sondra Comridssion OD DOM D A1L 62, ®vr de . 4. Contractor's name and address: &'4*,— ©/sfN®u/ filer ME /0 3 ST /lleom, 5. Surety: (Payment bond required by owner from contractor, if any) 7. Persons within the state of Florida designated by Owner upon whom no provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: gnature of Owner --- Print - Owners --Nam Sworn to and subscribed before me this day of S Q "'d 6 OF FLO2a Gl- A, c:r N®V0 E �INEs my ' 20 1111111111 11111111 CFN 2010RO 43858 OR Bk 27475 Ps 48161 Ups) RECORDED 11/02/2010 14 :41:08 HARVEY RUVIFIP CLERK OF COURT ttIAPI —DADE COUNTY? FLORIDA LAST PAGE AFT ',.;r!- ° QF co "z r REEA CEFT P ; Sfoiter 3313 t - 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address' 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of unless a different • ate is s • - ified) - Prepared -by n ' "6z rvl��` n 1 Address' *I MAU J1iDYe L63I S' M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: V/ k ©,4 eR!OJ,G \it DATE: " /- /- 1 ADDRESS: /7O/ ,t/A ( 3 5` Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 2. I 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. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial Initial D 3. I 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. Initial D 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also 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 building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial'' Initia 6. I 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 the license required by law and by county or municipal ordinance. Initial 50 z 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial /, G 8. I 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, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial y-4.'" 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Was acknowledged before me this i day of 9`1CJ V , 2010 Produced there License orT VC..2 452 # 1 A Initialt 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvtloridalicense.com /dbpr /pro /cilbfindex.html Initial 11. I 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: PAY /fik 0 3 sr Initial 12. I 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. Initial Vrer 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 Licensing Board and Department of Business and Professional Regulation 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 retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. who was personally known to me or who has 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit NoY 1O g2-0 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): uildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) �� F� ¢'/tl�rs ♦f Phone # Owner's Address /¼'( it/0 /03 57ri fl" City 4 fpj,f S State Zip Tenant/Lessee Name ""'— Phone # Job Address (where the work is being done City Miami Shores Village County Miami -Dade FOLIO / PARCEL # /1 3 2 s -- 0 3 f 01 3 Is Building Historically Designated YES NO / Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition Submittal Fee $ Miami Shores Village Building Department Opkoir ['Alteration ['New Describe Work: re �V /TAY Permit Fee $ /4/ ,j/ toy 5f4€6ff Phone # Phone # 30: 9- o t ? ee( Zip 33 / 3g 87 Square / Linear Footage Of Work: Repair/Replace 0 Demolition /G `7,4 p A idi n Ja /dd ,per- * * ** ***** r* * * * *: ** * * CO /CC CCF$ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* 1 30 233w3 Noit 0 • ._. 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. Signatur (Revised 02/08/06) Owner or Agent Contractor The foregoing instrument was acknowledged before me this 2 7 The foregoing instrument was acknowledged before me this day of - , 2010_, by jaiks ). a e (V®(,(,r , day of , 20 , by who is personal- letown to me or who has produced 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. NOTARY PUBLIC: Sign: APPLICATION APPROVED BY: Signature NOTARY PUBLIC: Sign: Print: Print: <, Sandra D. Haat (uali,, D D867 �_ My Commission Expires: / Expires: APR. 02, 2013 My Commission Expires: Warnxsav essaaIIITCe CO. WC Plans Examiner Engineer Zoning the rac pages were originally attached to plans with the following permit # WS - 92D Gust Factor Category I: Rigid Structures - Simplified Method Gust1 'For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gu - a Factor Category 11: Rigid Structures - Complete Analysis Zm Zmin w 15.00 ft Izm Cc 0.1 02281 0.55 Lzm y , R 3)� *silo 427.06 ft Q IDi • pi 0.63)) ^0.5 0.9037 0.18 Gust2 ;( ° Zt ` 1 (1 +1.7 *3.4 *Izm)) 0.8743 _ " * Gust Factor Summary G Ax kt '' ' exi • structure the lessor of Gust1 or Gust2 are used � 0.851 �. : , ;fir � , Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.22 Flexible Structure No WINDO5 v1 -13 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Engineering Express Company Name: Mark Campbell Architects Description: Obenour Res. 1401 NE 103rd Street, Miami Shores, FL 33138 10- MAC -0006 User Input Data Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or I Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (E Width Paral. To Wind Dir (L Building 146 it C 1 3.0 14.0 Gabled 0.85 15.00 15.00 15.00 68.00 68.00 mph Hz :12 Deg ft ft ft ft ft Calculated Parameters Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = zg = At = Bt = Bm = Cc = 1= Epsilon = Zmin = 9.500 900.000 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft • Internal Pressure Coefficients for Buildings, Gcpi Developed by Meca Enterprises, Inc. Copyright 2006 Mark Campbell Architects v s Component width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Iblft^2) Max Min Max Min Double Door (2) 5 7 35.00 4 0.90 -1.00 42.68 -46.62 Double Door (3) 6 7 42.00 4 0.89 -0.99 42.13 -46.07 Single Door (4) 2 7 16.33 4 0.96 - 1.06 44.98 -48.92 Fixed Side Light 1 7 16.33 4 0.96 - 1.06 44.98 -48.92 0.00 0.00 0.00 0.00 0.00 0.00 WINDO5 v1 -13 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 6 =_> 6.00 ft 1 a 2 1 2 -3. - - - a as Gabled Roof 7 <Theta < =45 Double Click on an data ent line to receive a help Screen Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 Mark Campbell Architects 10/18/2010 FRANK L. BENNARDO, P.E., INC. DBA ENGINEERING EXPRESS 160 S.W. 12TH AVE. SUITE 160 DEERFIELD BEACH, FL 33442 (954) 354 -0660 FAX: (954) 354 -0443 FLPE 0046549 COA 00009885 . / BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.Govlbuildingcode NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corp dba V & V Windows 2355 W 4 Avenue Hialeah, FL 33010 -1454 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "300" 8'0" outswing Glazed Aluminum Entrance Door — L.M.I. APPROVAL DOCUMENT: Drawing No. W10 - 08, titled "Series Aluminum Out—Swing Entrance Door (L.M.I.) ", sheets 1 through 12 of 12, dated 02/24 /10 with revision `B" dated 08/09/10, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, 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 Resistant. LIMITATIONS: The maximum positive exterior design pressure shall be + 6630 psf where water infiltration requirement is needed. 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. 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 sit at the request of the Building Official. This NOA consists of this page 1, evidence pages E-1, E -2/ ; 3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime , . (a; con, P. E. NOA No. 10- 0406.04 Expiration Date: September 01, 2015 Approval Date: September 01, 2010 Page 1 ♦, Labrador & Fundora Corp dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10 -08, titled "Series Aluminum Out—Swing Entrance Door (L.M.I.) ", sheets 1 through 12 of 12, dated 02/24/10 with revision `B" dated 08/09/10, prepared by AI— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, 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 Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of Aluminum outswing French door, prepared by American Test Lab of South Florida, Test Report No. ATLSF- 0403.02 -08, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC 2007, dated March 18, 2010, prepared by Al— Farooq Corporation, dated 08/10/10, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated April 30, 2010, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF - 0403.02 -08, issued by American Test Lab of South Florida, dated 01 /18 /10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. G. OTHERS 1. None. E -1 • Jaime D. Gasco P. E. Chief, Product Control Division NOA No. 10-0406.04 Expiration Date: September 01, 2015 Approval Date: September 01, 2010 a m 1/8" HEAT STREN'D GLASS 3/18' HEAT STREMD GLASS .090' INTERLAYER .090' INTERLAYER BUTACITE PVB BY 'DUPONT' BUTACITE PV8 BY 'DUPONT 1/8" HEAT STREN'D GLASS 3/18' HEAT STREAM GLASS SILICONE DOW 995 PECORA 895 GLASS TYPE 'A' 5/18' OVERALL. LAM. CLASS GLAZING OPTIONS GLASS TYPE 'B' 7116' OVERALL LAM. GLASS SII K ONE DOW 995 PECORA 895 4.E iu t g \ m n GLAZING DETAIL AT SIDELITE /TRANSOM THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE SHEET 2. SINGLE (0 /X) AND DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SHEET 5. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS MOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED tN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. tor: awe AMM6O FLA. PE 1 70892 CAN. 3838 9 4- 0 2010 4 o u rj D 8 m m- o= ag S 8 8 0 h 1i drawing no. W10 -08 (sheet 1 0112 1. FRAME HUNT 93 3/8 MAX. GLASS TYPE GLASS TYPE DOOR DNS. / ..: `. FRAME WIDTH _ .S 1==1=F:= '0d0 *TO -J EXT.( +) INT.( -) f ' .Z /Y 64 II U/ '. it INT.( -) 37-5/8" / / I NAME 80.0 ACTIVE 80.0 39 -5/8 DOORS LOAD CAPACITY - PSF SINGLE DOORS WITBOUT TRANSOM (X) GLASS TYPE GLASS TYPE DOOR DNS. •A• B• FRAME WIDTH FRAME HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 37-5/8" 98 , 70.0 80.0 70.0 80.0 39 -5/8 B8 88.3 75.8 68.3 75.8 DOORS LOAD CAPACITY - PSF DOUBLE DOORS 71ITB0UT TRANSOM (XX) GLASS TYPE GLASS TYPE DOOR DIMS. A • B • FRAME wow FRAME HEIGHT EXT.( +} 9R.( -) EXT.( +) 00.( -) 72- _ 70.0 80.0 70.0 80.D 78- B8 68.3 75.8 86.3 75.8 39 5/8" MAX. FRAME ROTH (X) 5 MAX. HEAD /SILL CORNERS SURFACE APPLIED FALSE RUMORS OR DECORATIVE GRILL MAY BE USED LEAF WIDTH FRAME WIDTH 76 MAX. 12 MAX. I1 HEAD 28 3/4" MAX. D.L. OPG. AASTILE ENDS (4) AT 3" O.C. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr. JAYAO M4414 FLA. PE / 70592 CAN. 3538 0102010 a4 �� q� >3 0 Q m 0 e 1 V drawing no. W10 -08 0 sheet 2 of 12 DOORS LOAD CAPACITY - PSF SINGLE DOORS WITH TRANSOM (0/x) GLASS TYPE CLASS TYPE DOOR CMS. 'A• 'g• FRAME WIDTH FRAME HEIGHT EXT.( +) NT.( -) EXT.( +) NT.( -) 37 -5/8' 120' 70.0 80.0 70.0 80.0 39 -5/8' 88.3 75.8 88.3 75.8 DOORS LOAD CAPACITY - PSF DOUBLE DOORS WITH TRANSOM (0/XX) GLASS TYPE GLASS TYPE 0008 DIMS. •A• B• FRAME WIDTH FRAME HEIGHT EXT.( +) INT.( -) EXT.( +) IM.( -) 72- 120- 70.0 80.0 70.0 80.0 78' 88.3 75.8 88.3 75.8 SURFACE APPUED FALSE MUNANS OR DECORATIVE GRILL MAY BE USED 39 5/8' MAX. FRAME WIDTH (O /X) 5' MAX. HEAD /SILL CORNERS • 0 • 0 0 ©_ D.L OPG. 12' MAX. r HEAD i SILL I ! I /I 11 / / I I / / 1'4 38 3/4' MAX. INACTIVE / M 1 SURFACE APPUED FALSE MUMTNS OR DECORATIVE GRILL MAY BE USED LEAF WIDTH 78' MAIL FRAME WIDTH 71 5/16' (O /XX) ALUM RENF. (4) ANCHORS AT TRANSOM EN05 DOUBLE DOORS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 I E0 t. JOAO AMMO FLA PE ! 70592 CAH. 638 31 © 2010 APplasdaseomPitl66s Etadds , Code Dee ,.r /17 r 0 M®1 Ar 0 0 m 0 ff o0 0 0 ° 6d "ma < m 0 i n S 8 gig.— gFQat) 41 >* § IMO a drawing no. W1 -08 (sheet 3 of 12) DOORS LOAD CAPACITY - PSF SINGLE DOORS RITE TRANSOM (0/X) 0008 0615. GLASS TYPE •A• CLASS TYPE B' WWTti t FRAME B' INT•( - ) EXT.(4) 51*-) 37 -5/8 t20 70.0 800 70.0 800 39 -5 /8' 68.3 788 88.3 758 DOORS LOAD CAPACITY - PSF DOUBLE DOORS mg TRANSOM (0 /XE) CLASS .TYPE GLASS TYPE DOOR DIMS. •A• B' FRAME WAYIN FRAME EXT.(i) 011.( - ) EXT.(M) 01T.( -) 72' 120' 700 80.0 70.0 80.0 78' 88.3 758 86.3 ma 39 5/8' MAX. FRAME WIDTH 5 MAX. CORNERS g O g 0 0.1.. OPG. r® I- 1 1 12' r � 0 E n 28 3/4' MAX. DL OPG. 38 3/4' MAX. // / / / / / / / / ;1 I 28 3/4' MAX. D L OPG. L. FALSE MMUNTINS OR DE CORATIVE GRILL MAY BE USED 78' MAX. FRAME WIDTH 71 5 /t8' LEAF MOTH (O /XX) ALUM REMF. (4) ANCHORS AT TRANSOM ENDS DOUBLE DOORS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 Approroducceeplyagalibei Miami z S or r w drawing no. W10 -08 (sheet 3 0,12) DESIGN LOAD CAPACITY - PSF MINUTES 79114 SINGLE OR DOUBLE LEAF 00090 WITHOUT TRANSOM o SIDMTE W/0 S1DELITE 88987. SIDELTIE 1/0 EEINF. MUTE W/ AWN HEINE / - 1 `.. NT.( -) ExL(t) \ 1 \ I \ 1s \\ \ mdo -ra 32 80 II 1. i 11 11 II I It 11 1 II .+k. 11 �1 \ 11 N. 11 / , I 80.0 \ \ \ /, ��, / / / / / / / / / 11 11 • == ==a == °' n ♦ 1 1 II II d r f • 1 70.0 80.0 of mE aACT#E �,y 80.0 70.0 ... 70.0 DESIGN LOAD CAPACITY - PSF MINUTES 79114 SINGLE OR DOUBLE LEAF 00090 WITHOUT TRANSOM GLASS TYPE Y SIDMTE W/0 S1DELITE 88987. SIDELTIE 1/0 EEINF. MUTE W/ AWN HEINE ITAf NT.( -) ExL(t) NU-) EZTdN 32 80 70.0 80.0 80.0 70.0 80.0 70.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 70.0 800 70.0 80.0 70.0 80.0 70.0 70.0 80A 70.0 80.0 70.0 80.0 70.0 32 36 . 40 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 70.0 80.0 .0._ 80.0 70.0 80.0 70.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 e0.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 man 90 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 700 80.0 70.0 80.0 700 80.0 70.0 80.0 70.0 80.0 70.0 80.0 700 80.0 70.0 80,0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 38 96 70.0 75.8 70.0 80.0 70.0 75 6 70.0 80A 70.0 71,2 79.0 80.0 700 71.2 70.0 80.0 87.4 87.4 70.0 80.0 87.4 87.4 70.0 80.0 64.1 64.1 700 75.3 84.1 84.1 70.0 80.0 ALUMINUM STIFFENER NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDEI.ITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. SURFACE APPUED FALSE MU6166 OR DECORATIVE GRILL MAY OE USED SIDEUTE WIDTH MAX. SEE CHART AT LEFT 12 CLUSTER OF ( APB AT HEM/SILL (51 1 e 28 3/4° MAX. OA- OPG. 38 3/4 MAX. LEAF WIDTH 145° FRAME 710TH (O XXO) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAO5 -DEC -219 12 81AX. 28 3/4° Max. 0.L GPO. qr AfaAO FLA. PE 1 70592 WIN. 7939 1 11 31 3/8° D.L OPG. ALUM REINF. USE AS PER CHART Approvedascomplyingwffille Baas ym 0 ton 1` 3 il> ole- aho A e i 1 k a drawing no W1 -08 sheet 4 of 12) ' sums DESIGN D CA W/ SFAILE OR DOUBLE 1 GLASS TYPE IF .0 /C OZ ' . Ti. 1 "/�ii i i 0 G i %;i ) / A 1 80.0 70A 80.0 \ , / 70.0 80.0 70A 1 \\ \\ \ - - -- .B/C l8 U4S13X 3R 1 1 1 1 t 1 1 C 'Ode TO 11 ❑ l�� 1 1 n u 1 �•./_ 11 11 1 u n 38 u / J II 11 11 / il/ 11 MO /% ., / ♦ / / / / / / / 80.0 „cn „4ACTh MA 70.0 1 ' sums DESIGN D CA W/ SFAILE OR DOUBLE 1 GLASS TYPE IF DEA Ti. 1 NF. ♦) 9 ) 1 80.0 70A 80.0 28 70.0 80.0 70A 1 1 38 700 MO 70.0 80.0 40 70.0 MA 70.0 1 24 70.0 BOA 70.0 80A 1 32 102 70.0 80A 70.0 1 1 2 105 70.0 80.11 7CLO BOA 70.0 80.0 700.0 80.0 70.0 80.0 70.0 80.0 Iry 223 70.0 80.0 70.0 80.0 114 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 77.4 70.0 77.4 24 70.0 73.8 70.0 73.6 28 120 70.0 70.1 70.0 70.1 32 56.8 68.8 66.8 66.8 38 83.9 63.9 63.9 63.9 NOTE: FOR DOORS CAPACITIES SEE SHEET 3. FOR SIDEUTE CAPACRI£S SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. .LISTER OF (9) ANCHORS FOR ,STALLADONS INTO WOOD AND Kau W000 BUCKS ONLY CLUSTER OF (6) FOR FOR ALL OTHER INSTALLATIONS FALSE MUNTINS OR DECORATIVE MAY BE USED STEEL REINF. USE AS PER CHART 31 3/8' 0i. OPG. '' 8 28 3/4' MAX. LEAF WIDTH 145' FRAME WIDTH 7t 5/16' 01. OK. ALUM REO,F. 12" • • r O.L. OPO. 36 3/4' MAX. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 28 3/4' MAX. D.L. DPG. Wald. Dab Y 0)0 • I-a r. . 04 B Y *r 31 3/8' CLUSTER Cr ( (8) ANCHORS o R n � k Mowing no. W10 -08 (9heet 5 of 12) e 1 28Y OR V1000 STRUCT; z pl gib el 0 Growing no. W1 -08 of TYPICAL ANCHORS FOR SPACING 161' woo! RICA TYJICAL ANCH( =1 f4' —OLl 7APC41F � (W OF TYPICN. ANCHORS SEE SPAONG ONS WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. _ELEv. FOR SPACING jFU. 12o NSI, Fy.'92 KSI) 1 /4' D1A. ULTRACON BY 'FLCn' (Fu -177 KSL Fy-155 KR) INTO 28Y WOOD BUCKS OR W000 STRUCTURES 1 -3/8' MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SEJ F DRILLING SCREWS (GRADE 2 CRS) INTO MIME -DADE COUNTY APPROVED MULLIONS (MIN. THK. 4 .0901 INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy 4 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE 4 1' MIN. INTO METAL STRUCTURE 4 3/4' MIN. CONCRETE AT HEAD. SILL OR JAMBS /'e - 3000 PSI MAN. C -90 HOLLOW/FILLED BLOCK AT JAMBS /'m 4 2000 P51 MIN. SEALANTS; FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. EPS: 3/16' X 3/4' WEEP SLOTS AT 3' FROM EACH END M W�A. 3538 °2 0 2010 AypaAelas eem 1lu�edAr Date ■.:i1 • Br DOOR DETAILS sheet 6 12) 0 X Ii TYPICAL ANCHORS /SEE ELEVATIONS FOR SPACING 9/19' MN. THROW SW PENETRATION REPO. AT °GUILE (XX) DOORS ONLY TRANSOM DETAILS gyp, AWNS AMA° OVA AA. PE 1 70592 GN. 3330 2010 ='W " drawing no. W1 -08 sheet $ of 12) I"' AWL • SHIN TYPICAL ANCHORS SEE EIEY. FOR SPACING /1O X 3/4' FH TENS AT 10' MOM ENDS AND 24' O.C. MAX. FRAME YAOTH SIDELITE DETAILS DOORS W/D TRANSOM CAN BE RIM OR WITHOUT ALUM REINFORCING COORS 4/ TRANSOM ARE WITH STEEL REINF. ONLY SEE SHEETS 4 MD 5 FOR CAPACITY Eng:; MAO NOW FAR PE 70542 CAN. 3735 OOG 1 0 2010 D.LO. 0 S 2 2 1 O -b- drovin no. W1 0-08 (sheet 9 of 12) 11611 / PAM I REGD. U48QIP loN EMMENTAL MANE. /SUPPNER /MEMARI19 1 V501 3/ DOOR FRAM NEV/JAMB 6063 -T6 - 2 V502 1 FRAME SLL 6063 -16 - 3 V503 1 SILL COVER 6063 -T8 - s V504 AS REDO. SEMITE SOLE 6083 -16 - 5 VS05 2/ LEAF TOP AND sorrow RAM 8063 -T8 - 6 V506 1/ LEAF HINGE SOLE 6063 -T6 - 7 V507 1/ LEAF LOCK WI ASTRAGAL STILE 6063 -16 - 8 VS13 AS RIDEL 9tACTME ASTRAGAL 5BE 6063 -15 - 9 V508 2/ LEAF SWEEP ADAPTER 6083 -18 - 10 VS09 AS REE. SEEL118 ADAPTER 9063 -16 - tt V511 AS RE00. BLAZDIG BEAD - 5/18" GLASS 6063 -16 - 11A V517 AS REDO. GLAZING BEAD - 7/16" GLASS 8063 -16 - 12 V512 AS RE00. REM:MORO STIFFENER 8083 -16 - 12A - AS RE00. REINFORCING CHANNEL STEEL MKS 13 - 2/ IFAF 3/6" RIMMED R00 STEEL - 14 - - - - - 15 V514 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6083 -15 1 -1/2" X 1 -t/2" X 3/16" 16 - - - - - 17 - 3/ LEAF BALL BMOC 6(NCE ASSEMBLY - - 17A - 3/ LEAF 3 PIECE IMRE ASSEMBLY - - 16 - - - - - 19 - AS REED. F64 SEAL PUS WEEKERSITOPPING - 20 V516 AS P000. BULB WMITHEPSTRPPINO SANTOP8ENE OUROMETER !80 21 18 X 1/2" AS RE00. 04.62910 ADAPTER 0868115 ST. STEEL PH TEKS. AT Y FROM ENOS & r O.C. MAX. 22 110 X 2" AS REDO. FRAME ASSEMBLY SCREWS S1. STEEL PH St45 23 - AS RE00. SIDE LITE ADAPTER SCREWS S1. STEEL - 24 18-32 X 1/2" 2/ ANGLE SUPP0R1 ANGLE SCREWS S1. STEEL FH M5 25 - AS RECD. BUMPER SPACER 5R - 26 - - - - LOCKS; ACTNE 1 EAF; OP11ON ll: 3 601147 LOCK ASSEMBLY BY 'SUIWAN AND ASSOC: 7/16" X 3' THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SQL THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS LOCK LOCATED AT 52 -3/4" FROM BOTTOM LOCK HANDLE AT 49 -1/2" FROM BOTTOM 11POON 92. CONVENTIONAI. DOOR LOCK5ET WITH HANDLE BY 'SULLIVAN AND ASSOC." LOCATED AT 39" FROM BOTTOM KEY OPERATED ON EXMOOR AND THUMB TURN ON INTERIOR THROW BOLT LOCX BY 'SULLIVAN AND ASSOC.' LOCATED AT 46" FROM BOTTOM INACTIVE LEAF CONCEALED FLUSH BOLTS 8Y 'SULLiVN4 & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON X451= FACE OF LEAF STILE LOCATED AT 10 -3/4" FROM TOP ANO BOTTOM LOCit FASTENED TO STILE WMT14 (2) 38 -32 X 1/2' FH MS NOTE LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HINGES; =M AI; 4 - 3/4' BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 6-3/8" FROM BOTTOM RAM TOP MIX AT 11' FROM TOP RAIL CENTER HINGE AT Itl05PAN HINGES FASTENED WITH 112 -24 X 1/2" FH M5 OPT ON R& 7- 13/16" THREE PIECE H04GES 3 PER LEAF BOTTOM HINGE AT 8 -3/8" FROM BOTTOM RAIL TOP !ONCE AT 11' FROM TOP RAM CENTER HINGE AT MIDSPAN HINGES FASTENED WITH 110 -24 X 1/2" M MS SEAIANTS: All JOINTS AND FRAME CONNECTIONS SEALED WI N PTI S6ICONE. Eng,: JAM .W1tA0 ERA. E1 55M 92 06.n. 3536 ■u5 02010 6 2 1 8 drawing no. W10 -08 (sheet 10 of 12) 4 9 ■ J ' ( �Mill 4.000 .078 TYP. ,.888 .094 • L o o ° 1, 0 i 1 g . g 2 its x C GI 6 0 41 t o W AA 1 j ��ii ell i i l F 2.,28 !� 0 a 0 t ° � 4_ i 1.750 0 IYP .828 78 g gg x a �S ° 0 0 o 3 -t �� J1 g /2' $ °j 4.000 2.016 FRAME HEAD/JAMB --�1 HINGE STILE f L �I �� 11 i11 (1 1.750 r L /12-24 X 1/2' iw MS CRS TYPE 23 /10-24 X l/ 2 FH MS CRS TYPE 23 ® 17 3 PIECE HINGE BALL BEARING HINGE _ 5.313 078 T YP 4.000 3.500 078 1.888 1.884 .828 -+j 1.210 r . � () INACTIVE ASTRAGAL STILE 3.532 VP. IYP. 3.782 .828 () TOP at BOTTOM RAIL + 4.000 . - - 8 1.7so 1984 1.500 SWEEP A80 388 .808 ADAPTER 0 250 1.000 A94 __. r . j / / 3.720 � I 5.313 _ � ) LOCK /ASTRAGAL STILE 1 . ■ 11: 1 , 111 ..--2.200 1 082 O SILL 1.134 1.010 1.184 COYER I+- { , 2.251 .L�. I I 078 tYP _. 4. 76 . 485 t2 STIFFENERS - .719 .o+s JUII , E, !" 300 ..• I I�I.575 9 SIDELTE STILE 2 '63 0 .840 501 n - 1.880 GLAZING BEAD - 7/16 GLASS E„ .uaem NAM FM / 4. 5 78592 Cw n AU 1 0 2010 1 w�..edet mbluilliaea 1444:_, Deere %I!%]7h� - y - � 1, 133 8 1 ( .-.498 r '�-- ,...:� III 709 .050 1t L . GLAZING BEAD - 5/16" GLASS 082 10 SIDELITE .814 1.313 ADAPTER If, drawing Q 4.000 (1) FRAME SIU. CaMitran CAN. f l AUG 0 2010 �sil7lY -• l• Mt7rd 3 O 8 r• Crowing no. W10 -08 (011,001 12 0112 •