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WS-14-2630Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225436 Scheduled Inspection Date: December 19, 2014 Inspector: Rodriguez, Jorge Owner: THORNE, OLIVE Job Address: 573 NE 106 Street Project: Contractor: Miami Shores, FL 33138 - <NONE> HOME OWNER tsunaing uepartment comments FRONT DOOR REPLACEMENT Permit Number: WS -12-14-2630 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number INSPECTOR COMMENTS False 1122310140150 Inspector Comments Passed 4TCREATED AS REINSPECTION FOR INSP-224334. No access Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 18, 2014 For Inspections please call: (305)762-4949 Page 23 of 36 BUILDING PERMIT APPLICATION Miami Shores Village Building Department OEC. O q 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 [DING ❑ ELECTRIC ❑ ROOFING FBC 20 10 Master Permit No. _ Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL E] PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: rzD OWNER: Name (Fee Simple Titleholder): Phone#:- r / 0", Address: City: Tenant/Lessee Name: State: Email:�/ CONTRACTOR: Company Name: (_ / / fyc Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ NewRepa' /Replace ❑ Demolition Description of Work: 4 n Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ rr��►► Technology Fee $ Training/Education Fee $ Double Fee $ ypr Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 7 GO (Revised02/24/2014) /l Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 OWNER or AGENT The foregoing instrument was acknowledged before me this ®'-? day of -M C -C--, Z Ce— . 20 1 L-� by GL-A-TWU"(F— who is personally known to me or who has produced'FL– -DP UQZA&�-,as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Notary Punic State of ftkin Seal: +`Sindia Alvarez My Commi85IM FF 198780 �0?14 � Expires 09/03/2018 CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 , by . who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: as APPROVED BYPlans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami 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: '%2 l�O ri'� e- DATE: ADDRESS:�� 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. 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- 2. nitial2. 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 3. 1 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 a7dtracts. Initia 4. 1 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 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision 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 I- V* 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 -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 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 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 withal[ applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 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.myfloridalicense.com/dbpr/pro/Cilb/index.html Initial 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 pro gsed construction activity at the following address: Initial - 12. [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. 07 Initial 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 returned 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. Was acknowledged before me this 0--_9 day of d- , 20 ) By3�k U (' who was personally known to me or who has Produced there License or Tt- as identification. OWNER Notary Public state of Florid® OTARY Sindia Alvarez b. My Commission FF 188780 ' oFadlB Expires 09/03/2018 Fvom 4 )) 0 0-r HAI ��T �� 11 � r—Ir / I�'11J u- U� DEC 166 Miami Shores Village APPROVED BY DATE ZONING DEPT -1 a see BLDG DEPT *::090 0 so 000900 0000.. 0 I SUBJECT TO COMPLIANCE WITH ALL FEDERAL 0000.. 00 STATE AND COUNTY RULES AND REGULATIONS 00000 0 0000 0000*9 0*00 0000• 0000*0 00 0 0 00000' 0 00 0*0 00 0000.• 00 • 0 a 00000• HAI ��T �� 11 � r—Ir / I�'11J u- U� DEC 166 MIAMI ADE MIAMI—DADS COUNTY, FLORIDA •� PRODUCT CONTROL SECTION DEPARTMENT OFPERMITTiNG, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w►vw.miamldade.sov era/ Labrador & Fundora Corp dba V & V Windows 2355 W 4"' Avenue Hi kleah,* F'L 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 and accepted by Miami -Dade County PERA- Product ERAProduct Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 11300" Outswing 810" Glazed Aluminum Entrance Door - L.M. I. APPROVAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out -Swing Entrance Door sheets I through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared *by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: 1. The maximum positive exterior design pressure shall be + 66.30 psf where water infiltration requirement is needed. .2. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series 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 revises NOA No. 104406.04 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-0113.02 Expiration Date: September 01, 2015 ` of l2' Approval Date: April 19, 2012 Page 1 Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS t Manufacturer's.die drawings and sections. (S'u'bmitted under previous NDA No. 10-0406.04) 2. Drawing No. W10-08, titled "Series Aluminum Out—Swing Entrance Door (L'.M.L)", sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, 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, Type "C" swing door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked up drawings and installation diagram of an Aluminum outswing French door, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0403.02-08, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. H. an&Edmundo J. -L' argaespada; P. E. (Submitted under previous NOA No. 10-0406.04) 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. (Submitted under previous NOA No. 10-0406.04) 2. Statement letter of conformance and compliance with the FBC 2010, prepared by Al—Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 3. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. C Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 . Approval Date: April 19, 2012 E-1 Labrador & Fundom Coro dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010, prepared by AI Far_ooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of no financial interest, conformance and compliance with the FBC 2007, prepared by AI-Farooq Corporation, dated 04/30/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NDA No. 10-0406.04) 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. (Submitted under previous NOA No. 10-0406.04) 4. 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. (Submitted under previous NOA No. 10-0406.04) G. OTHERS 2. Notice of Acceptance No. 10-0406.04, issued to Labrador &. Fundora Corp dba V & V Window for their Series "300" 810" outswing Glazed Aluminum Entrance Door - L.M.I.", approved on 09/01/10 and expiring on 09/01/15. Jaime D. Gasc , P. E. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E-2 1/e HEAT STREN'D GLASS 090' INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8' HEAT STREN'D GLASS SILICONE DOZY 995 PECORA 895 to a\r 20 \� a 26 � tt GLASS TYPE 'A' 8/18° OVERALL LAM. GLASS GLAZING OPTIONS 8' HEAT STREN'O GLASS ,,090' INTERLAYER BUTAORE PVB BY 'DUPONT' r-3/18' HEAT STREWD GLASS 20 25 t � GLASS TYPE 'B' 7/1V OVERALL LAM. GLASS z at p cr alp THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED.Li w .TU • ALUMINUM OUTSMG ENTRANCE DOOR co SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. a SINGLE (OM AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. v > SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SHEET S. Qt LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL>N 5 APPLY TO ENTIRE SYSTEM. .g $ DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION o RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ° LOADS TO THE STRUCTURE. C ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT 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.M o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ° 6 4 MATERIALS INCLUDING BUT NOT LIMITED TO STEELAEIAL SCREWS, THAT COME INTO cam o CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8,4. o Agr. JAVAD. AHWDcra N te, 9 FIA. B 78902 PRODUCTRBVLSBD C SCAN, os oomp4ft VA& 0m lnad& �. mw Nu ! - 111 0 FlN Control sheet 1 of 12 39 5/e MAX. 78` MAX FRAME WIDTH FRAME WIDTH 12' 12' Z 3 5' MAX. H 5' MAX. HEAD Q MEAD/SILLIL FT, __ 5tll Spy HEADN BILI �v CORNERS CORNERS A i �� U I HEAD ANCHORS AT STILE ENDS a (4) AT 3" D.C. � Q C /All D C /� N I R I ii \ i ii � � i / p�p• $ o " ACTNE I ACRVE BJACTNE SURFACEAPPLIED B SURFACE APPUED FALSE MUNTINS OR FALSE MUNTINS O._,/> $ i DECORATNE GRILL 26 3/4` MAX. 10 DECORATIVE GRILL 28 3/4' MAX. 26 3/4` MAK `O $ z P I $" MAY BE USED D.L OPO. MAY BE USED D.L. OPG. D.L. OPG. c s� 38 3/4` MAX. 38 3/4' MAX. O LFAF WIDTH LEAF wrortl (X) (XX) p DOORS LOAD CAPACITY - PRY DOORS TOAD CAPACITY - PSF c$ SINGLE DOORS WITHOUT TRANsom (x) DOUBLE DOORS WrMOUT TRANsoM (XX) GLA89 TYPE GLASS TYPE GLASS TYPE GLASS TYPE NOTE: DOOR DIMS. p• e' DOOR DIMS. 'A' 1 `B' GLASS CAPACITIES ON THIS SHEET ARE MS Ela.(+) INL(-) Ext(+) pQf.{-) � Ft EXT.(+) wt(-) Ext(+) edt(-) BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 70.0 80.0 70.0 80.0 7z` 70.o 00.0 70.o -(ODECLARATORY STATEMENT DCA05—DEC-21998.3 75.8 88.3 75.8 78' 88.3 73.8 88.3 78.8 Y $ C Q 0 U 1 O Snpr." V 0 dA N � FIA AX s5ae92 a YmpR wsi� Ftorem g 20/5 �Q\` drawing no. NRQlam� ePm Cmlhol- W��—d8 ` 1 sheet 2 of 12 �V �p 39 5/8" MAX. 76" MAX. Ip FRAME WIDTH FRAME WIDTH 35° 71 5/16• D.L. OPG. 12" D.L. OPG. 12" P r �- 5" MAX. MI.5" MAX. HEAD ALUM REINF. L $ HEAD RS F SILLHCORN RS � F snt CORNERS IK o (a) ANCHORS (4) ANCHORS g F-(� AT TRANSOM ENDS m AT TRANSOM ENDS SINGLE DOORS N O DOUBLE DOORS Q Q Q. p i Gnp K ` V F it All a pp a LI t 0 II I {$L ip i O iv � O O V1 \II 1 \II ILI t , ACRVE I ACTIVE INACIPIE SURFACE APPLIED B 7� ` ' ' FALSE MUNTINS OR si FALSEFMUNTINS OR B o VI { DECORATIVE GRILL 26 3/4° MAX. 1D 8 DECORATIVE GRILL. 26 3/$ MAX. 26 3/4" MAX. 10 $ g € MAY BE USED D.L. OPG. MAY BE USED D.L.-OPO. D.L. OPG. S 36 3/4° MAX. 36 3/4" MAX. NOTE: LFA VADTH LEAF WIDTH GLASS CAPACITIES ON THIS SHEET ARE (0/x) O XX BASED ON ASTM E1300-04 (3 SEC. GUSTS) @ " AND FLORIDA BUILDING COMMISSION e DECLARATORY STATEMENT DCA05—DEC-219 6 <mo DOORS LOAD CAPACITY - PSY DOORS LOAD CAPACITY - PBF SINGLE DOORS WM TRANSOM (O/X) DOUBLE DOORS B1TB TRANSOM (0/xx) o t, GLASS TYPE GlAss TYPE GLA88 TYPE GLASS TYPE Error. AAD AHMAD DOOR DIMS. 'A' B' DOOR DIMS. ^t A' B' •FIA:'PE� X892 A�WMAMFVfi= HEIGHT EXr.(+) INL(-> Da-(+) INT.( STH HEIGHT DLT.(+) INT.(-) EXT.(-) WT.(-) caNr s'636. P�ROODU1�RBVL48DWI �. 37-e/8• 70.0 80.0 70.o eo.o 72• 70.0 80.0 70.0 80.0 B alldingCode ,ceNo IG—Ole0113.t�2 39-8/8• 120' 66.3 75.8 88.3 75b 76• 120" 78.8 88.3 75.8 drawing no. BY ' - Mfofl Dl oet collUQl W10-08 sheet 3 of 12 ,a6• �4ft FRAME WIDTH CLUSIER OF 31 3/8• tz• AT)�%� MAX. D.L OPO. 0 3• HEAD TYp• SILL a - A S O I� H �i / I i \ vi / \ a u u/ I \ 0 aQ == ffL =__ � =1 _= I \ 0ca M O \ / if II I / ALUMINUM t2 STIFFENER ACTIVE I INACTIVE S "> a u o 11> e MUNTINS OR SURFACE APPLIED B 9 FALSE DECORATIVE GRILL 28 3/4° MAX. 26 3/4• MAX. 1O •g o SIDEUTE WIDTH I DOOR WIDTH MAY BE USED D.L OPG. D.L OPG. SIDELITE WIDTH ALUM REIHF. MAIL36 3/4' MAK USE AS PER CHART SEE CHART AT LEFT LEAF WIDTH NOTE: (OXXO) c I FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE., LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. $ Ugn JAd�AHMAD oDTICTRRVISM FIA. P9 S 1 scar0alyklDw6`h'WeFlOddB g NOTE: No �"Di1 i7 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION Q • `ProduotConko WTO -OS DECLARATORY STATEMENT DCA05-DEC-219 .heat 4 of 12 DJs'BIGN LOAD CAPACITY - PST+ SIOELRES W(IN SINGLE OR DOUBLE LEAF DOORS WII110Ui TRANSOM GI.A38 TYPE 'A' GLASS TYPE 'B' sIOFI.DE FRAME smETaTE stDELTTE 8IDETITE BIDELITE R7DTIi M7q{T W/0 R]i1NF. A/ ALUM REINF. W/0 REIIVP. A/ ALUM R1iINF. INCHES INCHES p(T,(+) INY.(-) fJ(T.(+) INT.(-) EXT.(+) IM.(-) 24 70.0 80.0 7Q.0 80.0 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 32 BO 70.0 80.0 70.0 60.0 70.0 80.0 20AX ci .0 80.0 38 70.0 B0.0 70.0 80.0 70.0 80.0 70.0 80.0 40 70.0 80.0 70.0 60.0 70.0 80.0 70.0 80.0 za roa eo.o 7a.o eo.a 70.o eo.o ro.o eo.o ze ro.o so.o ro.o eo.o 70.o eo.o 70.o so.o sz ea roa 60.0 70.o eao 70.o w.o ro.o eo.o 36 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 40 70.0 80.0 70.0 80.0 70.0 BD.O 70.0 80.0 2a 7aD eo.o ro.o eo.o ro.o eoo roo eo.o ze ro.o eo.o 70.o eo.o 70.o eo.o roo eo.o 32 80 70.0 80.0 70.0 80.0 70.0 80.0 70.0 BD.O 38 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 ao 7ao Bo.o ro.o eo.o 70.o eo.o ro.o eo.o za 70.0 76.8 ro.o eo.o 70.0 76.6 70.o eo.o zs .e 70.0 Its 70.o eo.o 70.0 Its 70.o eo.o sz 67.a er.a 70.o eo.o 67.a 67.a 70.o t"'180.0 366a.84.70.0 78.6 84.9 84.170.0 24 2a 32 38 40 98 70.0 BD.O 70.0 80.0 DSSTOH LOAD CAPACIIT - PSF eo.o 70.0 80.0 70.0 148' 70.0 80,0 70.0 B0.0 70.0 80.0 70.0 BOA za zs 32 38 40 DELVES W/ SOXXi OR DOUBLE LEAF DOORS W% TRANSO 70.o ao.o FRAME WIDTH eo.o 70.o eo.o 70.o �4� 70.0 80.0 70.0 80.0 GLA99 TYPE 'A' CLASS 17PTS `H• CLUSTER OF 9 ANCHORS FOR INSTALLA. W000 31 3 8 / ' 71 8/18' 24 26 3a 38 40 31 3/8' T0.0 B0.0 c$S 86.0 �M11PTH FRAME 97DBLITIR BIDFLLTB HEIGHT W/ 37'1,. RTiD4F. W/ STT. ABII4F. AND THRU WOOD BUCKS ONLY CLUSTER OF (8) FOR FOR ALL OTHf:TE INSIAwmDNs D.L. OPD. D.L. OPO. 8a0 O.L. OPG. BD.O 24 28 32 3B 114 INCHES LACHES EKL(+) INT.(-) EXT.(+) INT.(-) 70.0 2 ALUM RETNF, 80.0 70.0 80.0 70.0 80.0 F 77.4 24 za 32 38 T2o 70.0 73.8 3' 12" MAX. 7oA 70.1 70:0 70.1 g v 83.9 83.9 83.8 83.9 J - m'' - F S LL iu V O g M yl f), N K l��j G %%�j %�j o z�$ I 11 _ ff 11 / \ N $ - ii II II_ t - in II 11 I o LI u tlie 0 iii 1 i%i Z 3 0 II \ 11 / 5 LL� g4 STEEL CHANNEL \ 11 b $ _ I_ �� ACTIYE ' INACTIVE .- - SIDEUTE WIDTH I DOOR WIDTH d FALSE MUNTSURFACE TMS ORJ r IP(;.i E DECORATIVE GRILL MAY BE USED _OF MA.((B O D L OPO. ANCHORSD,L AT? SILL is $ STEEL RENF. 38 3/4' MAX. NOTE: tlsE As PER CHART LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 3. m' FOR SIDELITE CAPACITIES SEE CHART ABOVE. o LOWER VALUES FROM DOOR OR SIDELITE CHART 6 WILL APPLY TO ENTIRE SYSTEM. < m Eta 9 2 PRoDvcrRuvow g NOTE: 89eomp1ylnawn61hoPlorld0 a ,� � I2"'fl! 3 O GLASS CAPACITIES ON THIS SHEET ARE iS BASED ON ASTM E1300-04 (3 SEC. GUSTS) 11 drawing no. AND FLORIDA BUILDING COMMISSION W1O-08 DECLARATORY STATEMENT DCA05-DEC-219 P aal onaol • ' i sheet 5 of 12 24 2a 32 38 40 98 70.0 BD.O 70.0 80.0 70.6 eo.o 70.o eo.o 70.0 80.0 70.0 80.0 70.0 80,0 70.0 B0.0 70.0 80.0 70.0 BOA za zs 32 38 40 102 70.o ao.o 70.0 eo.o 70.o eo.o 70.o eo.6 70.0 80.0 70.0 80.0 70.0 a0.0 70.0 �.0 70.0 80.0 70A 80.0 24 26 3a 38 40 1os T0.0 B0.0 70.0 86.0 76.o Bo.o 76.o eo.o Tao Bo.o To.o Bo.o 70.0 80.0 70A 8a0 70.0 80.0 70.0 BD.O 24 28 32 3B 114 70.0 80.0 70.0 �.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 77.4 70A 77.4 24 za 32 38 T2o 70.0 73.8 70.0 73.8 7oA 70.1 70:0 70.1 88.8 88.8 88.8 88.8 83.9 83.9 83.8 83.9 TYPICAL ANCHORS SEE ELEVATIONS B/18' MN. FOR SPACING THROW BOLI . •. - e PENETRATION •.. 6..'• ' ee ..' ; •. O Ol i I 20 2 TTi41//2 MIN. TYPICAL ANCHORS BOLT SEE ELEVATIONS PENETRATION FOR SPACNG TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING p WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS 1BY 2BY V MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM WOOD BUCK OR a:..�a . T•' _ WOOD fid! 1/4' DIA, TAPCON BY 'ITW' OR (Fe=120 M FY -92 KSO 1/4' DIA, UIIRACON BY 'FICO' (Fu -177 KSI, Fy-185 KSg g INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN. PENETRATION INTO WOOD LTYPICAL THRU IBY BUCKS INTO CONC, OR MASONRY ANCHOIi.I DIRECTLY INTO CONC. OR MASONRY SEE ELEVATIONS 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY FOR SPACING tvo 12 ti3,02 /$ Pmlia�caniml INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. m .0801 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING p WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o •� AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DIA, TAPCON BY 'ITW' OR (Fe=120 M FY -92 KSO 1/4' DIA, UIIRACON BY 'FICO' (Fu -177 KSI, Fy-185 KSg g INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN. PENETRATION INTO WOOD R]CTRBVMW THRU IBY 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 CONIC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) tvo 12 ti3,02 /$ Pmlia�caniml INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. m .0801 INTO METAL STRUCTURES STEEL : 1/8' THK, MIN. (Fy - 36 KSI MIN.) sheet 8 of 1211 ALUMINUM : 1/8' THK. MIN. (6063—T8 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL _EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS f'e — 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MN. SEALANTS: EW. a FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALLIlft C' METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. naw . rre WEEPS: 3/16' X 3/4' WEEP SLOTS AT 3' FROM EACH END 01y V DOOR DETAILS o •� g R]CTRBVMW IPI94"s wiW Ida FW6 tvo 12 ti3,02 /$ Pmlia�caniml drawing no. Wl 0-08 sheet 8 of 1211 4V 1/4' MAX.1/4» MAK � o SHIM O CO SHIM z 1BY Q METAL . WOOD BUCK , E STRUCTURE-',,,...�L �0[08 20 19 a (y TYPM ANCHORS SEE 0". : NPICAL ANCHORS g w FOR SPACING : gEE a". 6 < Q ` �• FOR SPACNO G dyyl ro EXTERIOR 1 17 17 9 D.L.O. 7 LEAF WIDTH FRAME wm w �1 1/4" MAK. pp /4. SHIM 9 o MAX Q SHIM20Y WOOD . • $1 � o D MW 20 a: TYPICAL ANCHORS:: SEE ELEV. -01 4 FOR SPACING ' .. `'TYRICAL ANCHORS $ $ O.LO. 1 17 17A 8 7 8 FOUR SPPAALI.' NO LEAF VADTH EXTERIOR s s FRAME WIDTH 8 m . o En9R JAVAD WM '. N X1•,1, 61A, 870992DRMSRD ip ewi*dw Mmfdd r� M ,� 3817,8 � WCb*wNo��O��r'.�G • �oV drawing no. DOOR DETAILS °not W10-08 sheat 7 of � 2 IMCAL ANCHORS Z TYPIC FL4PME 7052,?.,. 14 a 23 523 9 20 11 TRANSOM DETAII,S 4' 02 pig g m 0 §,Qom arawing no. W10-08 TYPICAL ANCHORS { SEE ELEVATIONS FOR SPACING o O#10 X 3!4• FN TEKS AT 10 FROM ENDS ® R r 21 1 AND 24° O.C. MAX. V p M cy 0Qa 10 1 O��O LL o D.L. OPO. D.L. OPO. 4 O O DOORS W/O TRANSOM CAN BE e 1/4' t", 10 K 3 4° FH IEKS WRH OR WITHOUT M_UM REINFORCING C3 # f DOORS w/ TRANSOM ARE WITH STEEL REINF. ONLY SHIM . O AT 10 FROM ENDS N SEE SHELTS 4 AND b FOR CAPACKY c AND 24' O.C. MAX. o ,� a1 1a i1 t' I 0 TYPICALANCHOR$ SEE ELEV. . FOR SPACING • ..:' J ' D.L. OPG. D.LO. c "LEAFDTH FRAME WIDM bi 10 m 21 L a � En9r. JAV� ilAq g FIA PEA 7502 DUCT RBV[36D CAN. 38Se with Oro lloridDt y Build <'..v ,°�. ••' 'a` • �• � drawing no. TYPICAL ELEVATIIOIN3� SIDELITE DETAILS D Control W10-08 FOR SPACING sheet 9 of 12 LO 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC! 7/18' X 3' THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS LOCK LOCATED AT 82-3/4' FROM BOTTOM I= HANDLE AT 48-1/2' FROM BOTTOM OPTION &2: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY *SULLIVAN AND ASSOC! LOCATED AT 38' FROM BOTTOM KEY OPERATED ON L �EXTERIOR AND THUMB TURN ON BO INTERIOR THROW LT LOCK BY 'SUUAVAN AND ASSOC.' LOCATED AT 46' FROM BOTTOM INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN do ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-3/4' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2' FH MS NOT: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HINGES; OPTION At, 4-3/4" BALL BEldTINO HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8' FROM BOTTOM RAIL TOP HINGE AT 11' FROM TOP RAIL CENTER HINGE AT MUSPAN HINGES FASTENED WITH 812-24 X 1/2' FH MS OPTION- 42: 7-13/18' THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8' FROM BOTTOM RAIL TOP HINGE AT 11' FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH 810-24 X 1/2' FH MS TT11M. 9 PART / REQD. DESCRIPTION MATERIAL MANF./BOPPLIBR/REMARXS 1 V501 3/ DOOR FRAME HEAD/JAMB 8083-T8 - 2 V502 1 FRAME SILL 6063 -TB - 3 V803 1 SILL COVER 6083-T8 - 4 V804 AS READ. SIDEUTE STILE 6083-T8 - 8 V808 2/ LEAF TOP AND BOTTOM RAR 6083 -TB - B V806 A/ LEAF HINGE STILE 6063-T6 - 7 V507 1/ LEAF LOCK AND ASTRAGAL STILE 6083-T8 - 8 V813 AS READ. INACTIVE ASTRAGAL STILE 6063 -TS - G VSOB 2/ LEAF SWEEP ADAPTER 6083-T6 - 10 V609 AS REOD. SIDELITE ADAPTER 6083-T8 11 V811 AS READ. OWING BEAD - 5/16' GLASS 6063 -TB - 11A V817 AS REQD. GLAZING BEAD - 7/18' GLASS 6083 -TB - 12 V812 AS REQD. REINFORCING STIFFENER 8063 -TB - 12A - AS READ. REINFORCING CHANNEL STEEL 36 KSI 13 - 2/ LEAF 3/8' THREADED ROD STEEL - ' 14 - - 16 V814 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6083-T8 1-1/2' X 1-1/2• X 3/18• 18 - - - 17 3/ LEAF BALI. BEARING HINGE ASSEMBLY - - 17A 3/ LEAF 3 PIECE HINGE ASSEMBLY - - 18 - - - - - 16 AS REED. FIN SEAL PILE WEIUHERSTRIPPMO - - 20[#8-32 AS READ, BULB WEATHERSTRIPPING SANTOPRFNE DUROMETER 60f8 21AS READ. GLAZING ADAPTER SCREWS ST. STEEL PH TEKS, AT 2' FROM ENDS & 8' O.C. MAX. 22AS lXl/r READ. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 23 AS READ. SIDE LITE ADAPTER SCREWS ST. STEEL - 24 2/ ANGLE SUPPORT ANGLE SCREWS ST. STEEL FH MS 26 AS READ. BUMPER SPACER SILICONE - 2B SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. 000°0 .g*g from 3 I $ 9.0 o_ t o drawing no. W10-08 I FRAME HEAD/JAMB 7�- 09 SWEEP ADAPTER 1.134 062 .485 TYP. 1.010 1.164 SILL COVER #�D718. .163 � 1.ae0 .5. "J FRAME SILL 4.688 094o L6267qr 50 le in II ° m. II° 4.00 III e HINGE STILE ° p 1" o P 2 L$10--. 4 E 23 2- FH MS 17 1.1b0 3 PIECE HINGE 8 INACTIVE ASTRAGAL STILE r-4.000 629 1.750T- .078 1.984 12 TYR .084 Low 5.313 D7 LOCK/ASTRAGAL STILE SIDELTTE STILE 1.133 p-- .am fI e a 1.313 SIDEUTE ADAPTER .250 3.720 tj STIFFENERS 550 .719 Aq3 it A40 GLAZING BEAD = 7/16" GLASS .495 709 .550 A09 GLAZING BEAD — 5/16" GLASS 17 BALL BEARING r3 0 N � g � � drawing no, W10-08 fRS 4-3/4- 2' FH MS TYPE 23 .084 Low 5.313 D7 LOCK/ASTRAGAL STILE SIDELTTE STILE 1.133 p-- .am fI e a 1.313 SIDEUTE ADAPTER .250 3.720 tj STIFFENERS 550 .719 Aq3 it A40 GLAZING BEAD = 7/16" GLASS .495 709 .550 A09 GLAZING BEAD — 5/16" GLASS 17 BALL BEARING r3 0 N � g � � drawing no, W10-08 0 7OW2 ODUCPRBVMW ' n idov Za)�� lyfug whh an c mFoJ mo �. t 1 u11 Miaml el+ro got auw z o of 7 h 0 a N � S M draw,-- W10-08