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WS-15-2744 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-250134 Permit Number: WS-10-15-2744 Inspection Date: January 15, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: LOPEZ, REYNALDO Work Classification: Window/Door Replacement Job Address:70 NW 98 Street Miami Shores, FL Phone Number (786)255-4037 Parcel Number 1131010330220 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE 9 WINDOWS AND 2 DOORS Infractio Passed Comments INSPECTOR COMMENTS False TO CLOSE PERMIT#WS15-317 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-246770. Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 January 15,2016 Page 1 of 1 Permit irn. WS-4v- 744 �4K°.' Miami Shores Village Typo. ",, 10050 N.E.2nd Avenue NW Ork classification:Wind6V0066r Re (atem Miami Shores,FL 33138-0000 yve' Phone: (305)795 2204 t4&*AFPROVED �LORTOA Ie I W 12128/20/5 Expiration: 25/2016 Project Address Parcel Number Applicant 70 NW 98 Street 1131010330220 Miami Shores, FL Block: Lot: REYNALDO LOPEZ Owner Information Address Phone Cell REYNALDO LOPEZ 70 NW 98 Street (786)255-4037 MIAMI SHORES FL 33150- 70 NW 98 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 8,500.00 HOME OWNER Total Sq Feet: 0 Type of Work:REPLACE 9 WINDOWS AND 2 DOORS Available Inspections: No of Openings:11 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 Invoice# WS-10-15-57579 DBPR Fee $3.15 12/28/2015 Credit Card $239.70 $0.00 DCA Fee $3.15 Education Surcharge $1.80 Permit Fw! $210.00 ScanningTpe $9.00 Technoloq�Fee $7.20 Total: $239.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertainingtq'ereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting;:{t]is permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for t=LECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certi at all a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons ion pan g. Fut ore,I thor' a the above-named contractor to do the work stated. December 28, 2015 AUthorized Sign ture:Ow r / Applicant / Contractor / Agent Date Building Department Copy December 28,2015 1 Miami Shores Village Building Department OCT 2 015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 gT FBC 20�y BUILDING Master Permit No,t�L IJ ' PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION OENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS -7D JOB ADDRESS: � � �!& ��c"- City: Miami Shores County: Miami Dade Zip:— e--sc) Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): f ��® D�1�'vZ Phone#: Address: _/7 �IJ le, S 7r_ City: State: 17—L-- Zip: 331 �5a Tenant/Lessee Name: Phone#: Email: ����(� �o�*� ' ` ��+t.�'T . t3la---r CONTRACTOR:Company Name: -1 M.L, ow )C2 . Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �� 5 b� . Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Altera ion El New Repair/Replace ❑ Demolition Description of Work: -� �-t t j 1 0,�,OL�oS 2- POweS Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ D39 . (Revised02/24/2014) 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 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. Signature Signature O ER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this -ay day of 13E,2 20 I`a by day of ,20 , by i �(yA�-� � who is personally known to ,who is personally known to me or who has produced'FL -b2l V02-UM3 W as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: ygY v® Not2ry r ublic state of Florida Seal: ;�' Sindia Alvarez Seal: e My Commssion FF 156750 vgOr 4,V0�1 Expires 00.!0312018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village log, Building Department 10050 N.E.2nd Avenue RIDp'y� Miami Shores Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: I�E ►��lid (Lr 7)r=--L— DATE: ADDRESS: 70 c'(,?::, S'TV-6 F—T 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. 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 1Z.L_ 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 and contracts. Initial IR, L— • 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 Q_•L_• S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial-2- 6. nitial2-6. 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 TZ' L ' M•� 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 �•� 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,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—C.L 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial YL.�• 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.myfloridalicense.com/dbpr/pro/cilb/index.htmI Initial 1.L 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Q.L 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 day of �' aCX , 20 By 2,F4)t4= who was personally known to me or who has Produced there License or �— �-`' as identification. °v�=No .blita4e of FloridazOWN R NOTAJ�., 0rn FF 156750 cs 018 11 `� . . ... . . . ... C 0 F25 ov Ha -*3q 14A 6761. 09 a 00 00 . . . . • �fRI ... . . ..• . . ... .. 14 tq L � +� 143 M LU jV©f7Ir �� p opJ �, +yp e I- > LU LU { yet 3y N D LU6xi8erl, 3i f�X . ,� �vtew R.A.-MMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior& Exterior Zones (4&5 -Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary,Area in Square Feet Height 10 20 30 40 50 60 Maximum 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 1 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 1 48.1 47.4 • Interior Zone (4 -Walls) Negative Pressures • • •..• Exposure C Forthe 175 mph Wind Zone CATF GO RY:2090' •••: Effective Wind Area or, Tri utary Area ineSqme Feet • .... Height 10 20 30 40 •'t'JQ• •••• 0 0000 Maximum -1.10 -1.05 -1.02 -0.99 ..rp as .. 496 .... 15 -43.8 -42.0 -40.9 -40.2 • To-I6 -99.1 ... 20 -46.4 -44.4 -43.3 -42.5 :!4:00 -41.4 '• 25 -48.4 -46.4 -45.2 -44.4 -43 ;•' *- .2 30 -50.5 -48.4 -47.2 -46.3 '.45.6 • -46.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 ••-47.8 50 1 -56.2 1 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 1 -54.4 -53.4 -52.6 1 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30 40 50 60 Maximum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 =53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8IFS. 50 -69.3 -64.7 -61.9 -60.0 -58.5 , 60 -71.9 -67.0 -64.2 -62.2 -60.6 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof heig NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT t M AM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION " DEPARTMENT OF PERMITTING,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) wwiv.miumldaae^eov/para/ Labrador&Fundora Corp.dba V&V Windows " 2355 W 4th 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 and accepted by Miami-Dade County PERA- Product 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 Florid#613mi'loing Code,including the High Velocity Hurricane Zone. . •••• •••••• • DESCRIPTION: Series"200"Aluminum Horizontal Sliding Window—L.M.T•,:00 ; ••,• 6609:9 APPROVAL DOCUMENT: Drawing No.W10-26,titled"Series 200 Alum.Horito Sliding. Wdw. • (L.M.I.)",sheets 1 through 6 of 6,dated 04/23/10 with revision B dated 11/22/11,4'rbPhied by:4"lUrooq • • Corporation,signed and sealed by Javad Ahmad,P. E.,bearing the Miami—Dade Coun�Product Control Revision stampwith the Notice of Acceptance number and expiration date by the�•!CMM Dad••C+ � P P �� � 4�Y ...... Product Control Section. •. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••• • LABELING:Each unit shall bear a permanent label with the manufacturer's name,pt logo,city,%tge, ;•••• model/series,and following statement: "Miami-Dade County Product Control Approved",un18ss8t*rwise 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#10-0824.05 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ML4MbDADECQ NTY NOA No. 12-0113.01 r Expiration Date: December 30,2015 Approval Date: March 01,2012 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 W10-26,titled"Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 04/23/10 with revision B dated 11/22/11,prepared by Al- 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 horizontal slider,prepared by American Test Lab of South Florida,Inc.,Test Report No. ATLSF--0126.01-10, dated 06/08/10, signed and sealed by Edmundo J. Largaespada,P. E. (Submitted under previous NOA#10-0824.05) .... C. CALCULATIONS 0900 0000.. 1. Anchor verification calculations and structural analysis,complying%mth f$C•-,2007 •; and FBC-2010,prepared by Al-Farooq Corporation,dated 06/24114 and tevlged on ••••0• 11/21/11, signed and sealed by Javad Ahmad, P. E. 0::::e 0 ;•••• 0000.. 2. Glazing complies with ASTM E1300-04 0000 0000. 00.00. .. . 0000. D. QUALITY ASSURANCE • 0000 . .. 0000.. 1. Miami-Dade Department of Permitting,Environment, and Rerlatary Affairs(PERA). .; . . . . ....9. E. MATERIAL CERTIFICATIONS 0 0••••• 0 0 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPontVeNemours&.Co., IV! for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring ori 4410/1+x/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1, Statement letter of conformance, complying with FBC-2007 and FBC-2010,and of no financial interest;dated November 21,2011, signed and sealed by Javad Ahmad,P. E. 2. Laboratory compliance letter for Test Report No. ATLSF-0126.01-10,issued by American Test Lab of South Florida,Inc.,dated 06/08/10,signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under previous NOA#10-0824.05) G. OTHERS 1. Notice of Acceptance No. 10-0824.05, issued to Labrador&Fundora Corp. dba V & V Windows for their Series"200"Aluminum Horizontal Sliding Window-L.M.X., approved on 12/30/10 and expiring on 12/30/15. Mapttel hrez,P.E. t, Productontrol xammer NO .12-0113.01 Expiration Date: December 30,2015 Approval Date: March 01,2012 E-1 74' 111" 4 V G WINDOW WIDTH WINDOW WIDTH 1 o 8'MAX. 9"MAX. 8'MAX. 9'MAX. HEAD/SILL HEAD/SILL m HEAD/SILL HEAD/SILL 0 CORNERS q m $ CORNERS q e F li N II II 11 11 Q C ii D C ii D ii .yyii{1. v vqi O24 °� � 0D� n H n u II II � g FALSE MUNTINS FALSE MUNTINS (SURFACE APPLIED) 32 5/8° 33" (SURFACE APPLIED) 24 5/8' 48 5/8' 24 5/8' ' MAY BE USEDAY BE USED D.L.OPG. D.L. OPO. D.L OPG. D.L. OPG. D.L OPG. Q 36 3/4' 28 3/4" 28 3/4' Fli VENT WIDTH VENT WIDTH VENT WIDTH TYPICAL ELEVATION S10- >1 N THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. 3/18'ANN. GLASS 1/8'HEAT STREN'D. GLASS 3/18"HEAT sIREN'D.cuss >$i t3 � In$ SHUTTERS ARE NOT REQUIRED. .090"INTERLAYER .090'INTERLAYER 090"INTERLAYER g i3 BUTACITE PVB BY'DUPONT' BUTACRE PV8 BY'DUPONT' SENTRYGLAS BY'DUPONV O SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW 3/16•ANN. GLASS 1/e"HEAT STREN'D. GLASS 3/16'HEAT STREN'D.GLASS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER SILICONE SILICONE SILICONE CHARTS SHOWN ON SHEET 2. DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 PECORA 895 ¢. PECORA 895 PECORA 898 B APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE m F o COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLUNG WITH OTHER j ! A i u IK WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. F�m of THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o • • • • o • e m ^ REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING to • • • • • • •a to ^ HIGH VELOCITY HURRICANE ZONE(HVHZ). • •• • • • a m WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER GI�;S•TL'PE�'B•• ••• •jCLASS TYPE 'C' SCI ASS TYPE 'D' 00 LOADS TO THE STRUCTURE. 11 JAVAP ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Ehgn N1MAD PRODUCT REVISED 3 ° L EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. GLAZING OPTIONS tla PE 7os9z nafldihgCDft P19M8`�1U° �b 3 • ••• ••• ••• ••• • c.A.N. ANO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS • • • • • • • • Date wts d ARE NOT PART OF THIS APPROVAL • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • ` • :• • 000 : : BYI p MATERIALS INCLUDING BUT NOT LIMITED TO StFFl/METAL SCREWS,THAT COME INTO ••• • • • • drawing no. CONTACT WITH OTHER DISSIMILAR MATERIALS HALL MEET THE REQUIREMENTS W1 O-ZF) OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 'I of 8 0:0 •• • • • • 1:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �v 6 (x0 OR OX SIZES) (XOX SIZES) o GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPE $ WINDOW DIMS. A 'H' &'C' 'D' WINDOW DIMS. A 'C' 'D' Z WIDTH HEIGHT I EXE'.(+) INT.(-) EXT.(+) INT.(-) WIDTH T HEIGHT EXE.(+) INT.(-) EXT.(+) INT.(-) Hy 26-1/2° 3 70.0 70.0 80.0 90.0 74" 8 70.0 70.0 80.0 90.0 Lu 37' 4 70.0 70.0 80.0 90.0 106-1/4° 26° 12 70.0 70.0 80.0 80.0 p 53-1/8" 26' 8 70.0 70.0 80.0 90.0 111• 12 70.0 70.0 80.0 90.0 74" s 70.0 70.0 80.0 90.0 74' a 70.0 70.0 80.0 80.0 26-1/2° 3 70.0 70.0 60.0 90.0 106-1/438-3/8" 12 70.0 70.0 80.0 90.0 O .! 37° 4 70.0 70.0 90.0 90.0 111• 12 70.0 70.0 80.0 90.0 -3/6° a 83-1/8' 6 70.0 70.0 80.0 90.0 74' 8 70.0 70.0 80.0 90.0 g& 74' 8 70.0 1 70.0 90.0 90.0 106-1/4" 80-5/5• 12 70.0 70.0 80.0 90.0 O 26-1/2° 3 70.0 70.0 B0.0 90.0 111° 12 70.0 70.0 1 50.0 90.0 37' S0-5/8' 4 70.0 70.0 80.0 90.0 74" 8 70.0 70.0 80.0 90.0 Q + N 53-1/8' 6 70.0 70.0 80.0 90.0 106-1/4' 63' 12 70.0 70.0 60.0 80.0 ti Z 74• 6 70.0 70.0 80.0 90.0 111• 12 70.0 70.0 80.0 89.0 -1 £ 29-1/2° 3 70.0 70.0 804 90.0 72' a 70.0 70.0 80.0 90.0 O 37' 4 70.0 70.0 80.0 90.0 64' 9 70.0 70.0 80.0 90.0 53-1/8° �� 8 70.0 70.0 50.0 90.0 Bg. 38° 11 ZE 70.0 70.0 80.0 90.0 74" 6 70.0 704 80.0 89.0 108" 12 70.0 70.0 80.0 90.0 24" 3 70.0 70.0 80.0 90.0 I 72' 8 70.0 70.0 80.0 90.0 $ 36" 4 70.0 70.0 50.0 90.0 84' 9 70.0 70.0 1 80.0 90.0 48' 24' S 70.0 70.0 50.0 G0.0 96' 48" 11 70.0 70.0 80.0 90.0 60• 7 70.0 704 80.0 90.0 108' 12 704 70.0 80.0 90.0 72' 6 70.0 70.0 80.0 90.0 72• 8 70.0 70.0 80.0 90.0 24' 3 70.0 70.0 80.0 90.0 84° 9 70.0 70.0 80.0 90.0 a 36° 4 70.0 70.0 80.0 90.0 98' 80' 11 70.0 70.0 80.0 90.0 = 0 o a gaon as° B 70.0 70.0 eo.o 130.0 low 12 70.0 70.0 80.0 ao.o g0' 7 70.0 70.0 50.0 90.0 72• a 70.0 70.0 80.0 90.0 > 72' 8 70.0 70.0 80.0 90.0 d- 4fr 9 70.0 70.0 80.0 90.0 yy'� 24' 3 70.0 70.0 80.0 90.0 �" i i 70.0 70.0 80.0 90.0 3 S 36' 4 70.0 704 80.0 90.0 12 700 44B• b 70.0 70.0 50.0 90.0 A N0. OF ANCHORS PER HEAD & SILL 60° 7 70.0 70.0 eo.o 90.0 72' a 70.0 70.0 Bo.0 90.0 24• 3 70.0 70.0 130.0 90.0 36° 4 70.0 70.0 80.0 90.0 48° 60• 8 70.0 70.0 60.0 90.0 AAA 60' it 7 70.0 70.0 80.0 1 90.0 / / ` f o 72' 8 1 70.0 1 70.0 50.0 90.0 (1/3W) (1/41) (1/2W) (1/4W) 24' 3 70.0 70.0 80.0 90.0 4= ­0 4= 36' 4 70.0 70.0 80.0 90.0 48' 63' 5 70.0 70.0 80.0 90.0 60" 7 70.0 70.0 80.0 80.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 72' a 70.0 70.0 eo.o 90.0 ••• 000 0 e •• 0 0 ••• 'XOX' 'XOX' A - NO. OF ANCHORS PER HEAD & SILL • • •• • • • • <m Engr.JAVAD AM" PRODUCT REVISED .v 9 FlA PE 70892 a wmplyin8 with the plodda (1/2W) (1/3W) (2/3W) C.I4N. Huadws Code ••• ••• ••• •''}♦ Acopteaw Na • • i •f GLASS CAPA(NPES:Ot:THIS SHEET ARE Sxplratien pato • • • • B @N QST !•1350-04 (3 SEC. GUSTS) • •• ••• A��FLORIIT, MuiLb COMMISSION Z4� a net drawing no. OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO SE 1/3 OF=j:DOW�VIDTH DE LARATO STAT ENT DCA05-DEC-219 NOv' W10-Z6 'XO OR OX' 'XO OR OX' Sheet 2 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS METAL A<,.e _ •A..'u G aa. .a. . a I :.t:8:, a• ' v\ � ter �TURE WOOD BR SPACING FOE ELEY. ffi O�rU��JCzdoa8I TYPICAL ANCHORS �______ _sE _ _ _ __ ______ R SPACING 1 MIAMI —DADE COUNTY APPROVED Z,dd o z MULLION& MULLION ANCHORS SEE SEPARATE NOA ---- --------JI 0 a r I TYPICAL ANCHORS TYPICAL ANCHORS 0 SEE ELEV. SEE ELEV. • N S q; FOR SPACING FOR SPACING � 3 CI: r 01 Ii 11 �W�� F §5 UU r•r G a WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW. c MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ° AND TRANSFER THEM TO THE BUILDING STRUCTURE. s N Li it ti WEEPHOLES• TYPICAL ANCHORS' SEE ELEV. FOR SPACING y a !! W7 - 3/4" X 1-1/8' WEEP SLOT AT 2" FROM EACH END 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) WITH PLASTIC BAFFLE' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a a LL a0 y W2 - 3/16" X 1-1/2' WEEP SLOT AT 2" FROM EACH END 1-3/8" MIN. PENETRATION INTO WOOD 0 a o W3 - 1/8" X 1-3/4' WEEP SLOT AT MID WIDTH OF VENT. E l _ � THRU 16Y BUCKS INTO CONIC. OR MASONRY o 2 3E o &q!mO 1-1/4" MIN. EMBED INO CONIC. OR MASONRY vY 1:1 N4 SEALANT: DIRECTLY INTO CONC. OR MASONRY = g 3> n y ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY g 6 ° p Q PECORA 1215 SEAM SEALER. 1 2 X114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) v� $> $ I !i INTO METAL STRUCTURES 1.8` a STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) §n i ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ri' r 1 ADHERED To SILL INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') 13 WITH SILICONE ALUM TAR (NO SHIM SPACE) o W3 2-3/16•x 1/e'X 3'LONG TYPICAL EDGE DISTANCE 2 14 AT FIXED MTG. RAIL LOCATIONS $ INTO CONCRETE AND MASONRY = 2-1/2" MIN. OINTO WOOD STRUCTURE = 1' MIN. B I 19 INTO METAL STRUCTURE = 3/4' MIN. c m 0 • • • • • •• CONCRETE AT HEAD, SILL OR JAMBS f c n 3000 PSI MIN.151 • • •• • • • C-90 HOLLOW/FlLLm BLOCK AT JAMBS Pm - 2000 PSI MIN. bR-4 3 \ • • • • •k • O 25 • r •� • Ettgn JAV CMLI r.ODUCI RCVISBD ' •° ' I a' a d e • PE Y 7059 2 m )cf DmIRWTde ! 1 A cc Dfift 8 �• a 's •I p • TYP AL iCHORC SEE ELEV. v�••� • FOR JW� ••• N drawing no. TYPICAL ANCHORS • •� •I• EE • �Y .. wt FOR SPACING WOOD BUCK40`` W1{3-26 1. to sheet 3 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4'MAX VENT WIDTH SHIM 1^'MAIL N © D.L.OPG. T O SHIMS 3 TYPICAL ANCHORS 20 23 SEE ELEV. S EE ANCHORS O yg�� FOR SPACING _ SPACING 2a $ FFFiiii � I STRUCTUURREE Q a a 20 V ELc a peza¢ r WODPG. WOOD BUCKS 8 4 Z d EXTERIOR a WRI Ou WINDOW WIDTH 0 t XO LAYOUT g VENT WIDTH VENT WIDTH 1/4"MAX 3 1/4'SHIM BRIMS z © D.L OPO. 7 O D.L.OPG, a �1 LL WOOD BUCK 20 23 ST TYPICAL ANCHORS O Q D STRUCR10 �1----II I I PoR SPACING = v a o _ 24 24 /� - - _ v LL.>$ o. y AI 1 g c 3 p , > t"1 20 " 9vNx ------SCREENS 0 --- 0 ---- --------- v> lay WO •WOOD BUCKS 4 28 8 P EXTERIOR WINDOW WIDTH °€d TYPICAL ANCHORS $0X LAYOUT C SEE ELEV. FOR SPACING MIAMI-DARE COUNTY APPROVED MULLION m o &MULLION ANCHORS O N SEE SEPARATE NDA• ••• • • • • • •• .� ry • �'--� •• yam y I• • I ••I o . Engr.JAVAD AFIMAD FRODUCI•RBVmW '� 3 I I I I FLA.PE f.7Q�82 � FIY�B ftF�B 3 CAIN. EB I BW ft Code P�Cd i• i IL j i • � • • • ImHoaDeta rJt � � ,� � -+ ---•-�- • �O'�1 of drawing no. TYPICAL ANCHORS • • 0 . . W10-26 SEE ELEV. FOR SPACING Sheef ¢ Of F7 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • �4okV . 77 17 IL O � QQ -------------- VENT LENT TOP/BOTTOM CORNERS FRAME TOP CORNER g IV tLi 0 o 13 . .. . . . . ... . .Engrg• V AWD r� •0 3 PRODUCE RSV{SBD FIA.PE pp 70692'. ae complyht8 wlm tEePlodds 1 �• CAN.•3636 --uildlhgCode t6 ••• •:• ••: •.• ••i • • gxP9ha mt00No / O 1$ 9 fa 000•• • • • • • • • • drawing no. • •• • • •• • • • • BY FIXED MIG, RAIL CORNER ••• •• FRAMEBOTTOM CORNER Mtami W10-26 sheet 6 of 6 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MWW M.�F MIAMI—DADE COUNTY,FLORIDA 1� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,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) .nrw.miamidade.gav�oera! Labrador&Fundora Corp dba V&V Windows 2355 W 4"Avenue HiOleah,.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 and accepted by Miami—Dade County PERA— Product 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 81011 Glazed Aluminum Entrance Door—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out—Swing kntrange Door sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 12/221191, prelftlsd by At'66; Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade Couat�y7 iF'roduct• • Control Revision stamp with the Notice of Acceptance number and Expiration.*Jjj•6y the Miami Dare • County Product Control Section. •••••• 9999 9999.. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. goo* ••••• 9999.. .. . 6.696 LIMITATIONS: • .. .. . .. 9999.. 1. The maximum positive exterior design pressure shall be+66.30 psf where water isfk;ation requirement .• is needed. 9696:0 2. Glass lite wider than 36"shall be supported with approved setting blocks or cimGps� FBC* e•9uiremen%...• LABELING: Each unit shall bear a permanent label with the manufacturer's name*or logg,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. 10-0406.04 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. MIAMI-DADE COUNTY NOA No.12-0113.02 Expiration Date: September 01,2015 J o1,1Z Approval Date: April 19,2012 Page l T Labrador& Fundora Corp dba V&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I: Manufacturer's-die drawings and sections. (Submitted under previous NOA No. 10-0406.04) 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"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 d) 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 NYilliam R. 961Aar,P. E�,•••• ' Henry Hattem,P.E: and`Eilmunda J. L'argaespada;P. E. 'so 0 0 .. Y• (Submitted under previous NOA No. 10-0406.04) •••••• •• •••••• 00.000 • . 0 0••••• 0000 0C. CALCULATIONS 0 •••••• 1. Anchor calculations and structural analysis, complying withTBCv2007,datgd Mares„• 18, 2010, prepared by Al—Farooq Corporation, dated 08/1 0N1-6;signed 1A.sealed lad.•• Javad Ahmad,P. E. :00:0: •• (Submitted under previous NOA No. 10-0406.04) •••••• 2. Statement letter of conformance and compliance with the!9BC4-2010,.pzepared IV..: Al—Farooq Corporation, dated 11/21/11, signed and sealed by Javad AhioT,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. 114624.01 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 r Labrador& Fundora Corp 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 Farooq 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 NOA 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 NDA No. 10-0406.04) G. OTHERS 2. Notice of Acceptance No. 10-0406.04, issued to Labrador & Fundora Co01'dba V & V Window for their Series "300" 8'0" outswing Glazed.j4honin4pp 4�,ntrance; Door—L.M.L", approved on 09/01/10 and expiring on 09101469e. : '..' ....:. ...... .... . ..... ...... .. . ..... *.06 .. .. . ...... . . . . ...... Jaime D.GasciW,P.E. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01,2015 Approval Date: April 19,2012 E-2 . . ••• ... ... .• • .. .. . . •.• . . . • . • • • • • • • • • • • IM . . • • . • • • •• - O L • ••• ••• ••• ••• • •• •• ••• •• p MCI a • ••• • • • • •• • c • • • • • •• • • Q0Qa 0.0 I o THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. W U 8 ALUMINUM OUTSWING ENTRANCE DOOR co e 1 SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. 7 ak SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. I $ SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. qI> SINGLE AND DOUBLE LEAF DOORS WITH SIDELTTES AND TRANSOMS SEE SHEET 5. o QI LOWER VALUES FROM SIDELTTE CAPACITY CHART OR DOOR CAPACITY WILL 3 >3 s APPLY TO ENTIRE SYSTEM. $u�o 1/8"HEAT STREN'D GLASS 3/18'HEAT STREN'D GLASS DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION 0 .090"INTERLAYER .090°INTERLAYER RESISTANCE IS REQUIRED. BUTACITE PVB BY'DUPONT' BUTACITE PVB BY'DUPON7' PRODUCT HAS BEEN THE 1/B"HEAT STREWD GLASS 3/19°HEAT STRENREQUIREMENTS'D GLASS IQUIREMENTS OF THE FLORIDAGNED 1 BUILDING CODE 2 0 EDITIONAND TESTED TOYINCLUD NG SILICONE SILICONE HIGH VELOCITY HURRICANE ZONE(HVHZ). 8 ,$ DOW 995 DOW 995 WOOD BUCKS BY OTHERS, MUSE BE ANCHORED PROPERLY TO TRANSFER oQ PECORA 895 PECORA 895 LOADS TO THE STRUCTURE. C \ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS $ %0 I i \ \ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 9 20 \ 20 !i j. \ m / \ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 25 ) 11 25A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ° MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METALSCREWS,THAT COME INTO <m o CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET 11 REQUIREMENTS 21 / OF 2010 FLORIDA BLDG. CODE SECTION 2003,8,4. Eng,JAVAD All .4 � a __ r 3 IIA.P92 F.RODUC'I'REVISED 3 •CAN.3638- os Complying whh the InoNde GLASS TYPE 'A' GLASS TYPE .AZTN'r DET ii. AT NQ v r �O"3•O m k 8/18"OVERALL.LAM.GLASS 7/19`OVERALL IAM. GLASS AT STMT EL•TTIP,/TIL_OSO ot GLAZING OPTIONS O�' a o du C°nvol drawing no. W1 sheet 1 of'12 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 39 5/8'MAX. 70'MAX. FRAME WIDTH FRAME WIDTH a 12' • • • • 12'• ••• ; 5' A r • •�• • • , •5'MAX. • • ••/SILL H •SfLL • HEAD •SILL N • SILL• CORNERS CORERS • • • • flZ F7� 7aI 000 0� O � U IHEAD ANCHORS � IGsjl •i� •/ i I•\\•• ••• pi-AT STILE ENDS Q a. • II t • • • (4)AT 3'O.C. •II • i • •• 10/0 0 4 • • a W Q • • k • • g a o D z�- opo a � _ LI io W M J /��6J,1t'' \= J If Li u / -- \\ a / 1 1 � E!3 i Z Om ACTIVE pC<ryE � INACTIVE SURFACE APPLIED B SURFACE APPLIED B ` - - m GI 0 41> FALSE MUNTINS OR o FALSE MUNTINS OR -/ �DECORATIVE GRILL 28 3/4'MAX. u DECORATIVE GRILL 26 3/4'MAX. 28 3/4' MAX. `O $ Z P>3 t MAY BE USED MAY BE USED m 2 1 p 0-R D.L OFG. D.L. OPG. D-L OPG. 8S 36 3/4'MAX. 38 3/4' MAX. LEAF WIDTH LEAF WIDTH (X) (XX) DOORS LOAD CAPACITY — PSF DOORS LOAD CAPACITY — PSF -01 SINGLE DOORS WITHOUT TRANSOM (x) DOUBLE DOORS WITHOUT TRANSOM (XX) GLA89 TYPE GLASS TYPE GLASS TYPE GLASS TYPE NOTE: DOOR DIMS. 'p' 'B' DOOR DIMS. A' B' GLASS CAPACITIES ON THIS SHEET ARE $ FRAME FRAME EXT(+) INT. EXT.(+) INT.(-) FRAME FRAME EXT.(+) INT.(-) EXr.+ INT. BASED ON ASTM E1300-04 (3 SEC. GUSTS WIDTH HEIGHT (-) WIDTH HEIGHT ( ) ( ) .0 AND FLORIDA BUILDING COMMISSION 37-8/8° 88„ 70.0 80.0 70.0 80.0 7z• 96, 70.o 80.0 70.0 so.o DECLARATORY STATEMENT DCA05-DEC-219 0• 39-5/8 88.3 76.8 88.3 75.8 78' 58.3 75.8 88.3 75.8 8 o b I Engr: V FLA PE i 70592 0 b`+ CAN.3635. as aaao17iag with 140rida \ A"dktsCDdc 1#2 fn No « 0Z drawing no. N Miami a Control W1 0-08 � sheet 2 of 12 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • 39 5/8"MAX. 78'MAX. o_ FRAME WIDTH • • • • WIDW • •• • • Z � 3 35. • • • • 71.5/18" • • • • O D.L. OPG. 12' 0.0 • D.I.OPG MAX ••• ••• ••• • $ g 5'MAX. 5'MAX. ALUM RELIVE. 0 0 v CORNHEAD/ERS SILLF SILL HEAD/SILL F SILL CORNERS i� h Fn (2)ANCHORS • ••• • • • • •• • (4)ANCHORS $O �1 AT TRANSOM ENDS m • • • • •• • AT TRANSOM ENDS n SINGLE DOORS o • • • • • • • • DOUBLE DOORS p' i i II � \ OHIO pp II 1 t 'ro Y u I O L1 I LL M J EV 0 LZ rt \ I I u I / >;t 3 WE 1 I ACTIVE I ACTIVE INACTIVE �! SURFACE APPLIED B m SURFACE APPLIED B m W {{{ggg FALSE MUNTINS OR FALSE MUNTINS OR o DECORATIVE GRILL 28 3/4'MAX. m DECORATIVE GRILL 28 3/4'MAX. MAY BE USED D L OPG MAY BE USED D.L. OPG. D.L OPG. 38 3/4' 38 3/4'MAX. LEAF Mr. NOTE: LFA MOTH GLASS CAPACITIES ON THIS SHEET ARE (OLX) (O/XX) BASED ON ASTM E1300-04 (3 SEC. GUSTS) c• AND FLORIDA BUILDING COMMISSION ,Q, B g DECLARATORY STATEMENT OCA05-DEC-219 0 9 m DOORS LOAD CAPACITY – PSF DOORS LOAD CAPACITY – PSF O SINGLE DOORS WITH TRANSOM(0/%) DOUBLE DOORS WITH TRANSOM(O/XX) 9 Q GIJISS TYPE GLASS TYPE GLASS TYPE GLASSB TYPE Eogr:JAADAHMAD DOOR DIMS. 'A' 'B' DOOR DIMS. FRAME FRAME FRAME FRAME .FLIL'PE p70592 bli WIDTH HEIGHT EXT.(+) IM.(–) W.(+) INT.(–) WIDTH HEIGHT EXT.(+) INT.(–) L7CT.(+) INT.(–) CANT$838 PROIIUCT RBVISBD �, aximmoftwithOleFIC Q /� 37-5/8' 70.0 80.0 70.0 Bo.o 72' 120" 70.0 80.0 70.0 80.0 - i BuliNag COdo '02 39-5/8' 120' 88.3 75.8 88.3 759 78' 86.3 75.8 88.3 75.8 Aoo�tmlce No _ TO drawing no. M�imn3D uUConhoh W1O—�a ' sheet 3 of 12 ' 1 ..• ... . . f ... .. . .. .. . . . . . . . . . . . • DESIGN LOAD CAPACITY- PSF 145• SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM FRAME WIDTH GLASS TYPE'A' GLASS TYPE 'B' • • • • • •••CLUSTER OF 31 3/8" • • • • •• • • f Sr • 12" m 3 SIDELITE FRAME SmELITE SIDELITE SIDELTI'S SIDELITE • • • • • • • • •• AT HEACHORS D/5 LL MAIL D.L.OPG. Q WIDTH HEIGHT W/0 11EINF. W/ALUM RSDiF. W/0 REINF. W/ALUM RERTF. • • • • •3" • • SILL INCHES INCHES -(+) INT.(-) EXT.(+) INT.(-) IXT.(+) MT.(-) EXT.(+) INT.(-) • • • • • ryp • f a • •ff •• f• •f • {C^ ^ za 70.0 80.0 70.0 80.0 70.0 810 70.0 30.0 J � \ A 2B 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 32 80 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 ' p 38 70.0 60.0 70.0 80.0 70.0 80.0 70.0 80.0 • • • •• ••• v ao 1 70.0 80.0 70.0 eo.o 70.o eo.o 70.0 80.0 • • • • •,t• •• II / i \\ p .� 24 7f1.0 80.0 70,0 80.0 70.0 80.0 70.0 80.0 : : ' p�p �{ / it \ Dao 28 70.0 80.0 70.0 80.0 70.0 BO.o 70.0 80.0 f• • • • -f jLf-•f• • _--J' / 1 \ p 32 84 70.0 80.0 70.0 80.0 70.0 B0.0 70.0 80.0 38 70.0 80.0 70.0 BE 70.0 80.0 70.0 80.0 40 70.0 60.0 70.0 80.0 70.0 80.0 70.0 80.0 II N / 11 E \ Q g$� 24 70.0 80.0 70.0 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 u n O 32 80 70.0 80.0 70.0 80.0 70.0 80.0 1 70.0 80.0 = ro O VI �LyI I 38 70.0 80.0 70,0 80.0 70.0 80.0 70.0 60.0 x ��yyyy 40 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80,0 W o 24 70.0 78.8 70,0 80.0 70.0 78.6 70.o 80.0 =__ 28 98 70.0 712 70.0 80.0 70.0 71.2 70.0 80.0 ,it 32 67.4 67.4 70.0 80.0 87.4 87.4 70.0 80.0 36 64.1 64.1 70.0 76.5 84.1 84.1 70.0 SO.O u - "SATIUMENOMR >OAC11VE INACTIVE >77 . � SURFACE APPLIED >jQ FALSE MUNTINS OR To DECORATIVE GRILL 26 3/4"MAX. 28 3/4" MAX l° a� ,�{� SIOELTTE WIDTH DOOR WIDTH MAY BE USED D.L.OPG. D.L OPC. SIDEUTE WIDTH MAIL, 36 3/4"MAX ALUM REINF. SEE CHART AT LEFT LEAF'WIDTH USE AS PER CHART NOTE: (OXXO) FOR DOORS CAPACITIES SEE SHEET 2. oil' w FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. 0 'm s o_ Engr,JAVAD AHMAD Fu PE�p x08ez RODUCT RRVISM CAN.3638 youwith Bw Flodds ufldlrBCodo 17„04` , NOTE: Deep nnceNo 1G 0 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION Q Liam ado Pmduct-Comm DECLARATORY STATEMENT DCA05-DEC-219 W10-08 sheet 4 of�2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DESIGN TOAD CAPACITY - PSF 145° u DELDES W/MOLE OR DOUBLE LEAF DOORS W/TR4NSON FRAME WIDTH GLASS TYPE 'A'CLASS TYPE'B' CLUSTER OF(�)ANCHQIIS • o FOR CLUSTER OF( I JyOPS 31 1!/8° • •.• 71 5/18° 31 3/8° AND THRU WOOIje BUMS 9IDELTTE SIDELITE • D. DIG,i •• D.L. OPG. D.L. OPG. Z SIDWIDTHHEIGHTHEIGHT W/Sm EEINF.W/STL BEINF.FRAME CLUSTER O(�IFST{•FOR • • • r�r INCHES INCHES DCT.(+) IM.(-) EXT.(+) IM.(-) _ • .•• • •.• •• • • ALUM REINF. 12° 1^ 24 70.0 60.0 70.0 80.0 ° MAX. O G v 1.6 28 70.0 SD.O 70.0 80.0 s 32 98 70.0 80.0 70.0 80.0 •• • • . - G 36 ILL 70.0 80.0 70.0 80.0 • ' A ,f] I h 40 70.0 80.0 70.0 80.0 . ..• • •-i'•- i - 7 24 70.0 60.0 70.0 80.0 i s • i•• • i O 28 70.0 80.0 70.0 80.0 .o J • • • K % / 32 102 70.0 60.0 70.0 80.0 a 36 70.0 80.0 70.0 80.0 z 40 70.0 80.0 70.0 80.0 LL Z 10 24 70.0 80.0 70.0 80.0 1 I _ J� LLL��� 28 70.0 80.0 70.0 80.0 32 108 70.0 80.0 70.0 80.0 u n II o 38 70.0 80.0 70.0 80.0 40 70.0 80.0 70.0 80.0 24 70.0 1 80.0 70.0 1 80.0 28 70.0 80.0 70.0 110.0 32 114 70.0 60.0 70.0 80.0 36 70.0 77.4 70.0 77.4 24 70.0 73.6 70.0 73.6 --"----- oa 0' 11 II I gig 28 120 70.0 70.1 70:0 70.1 r\i o w ju}' 1 32 86.8 66.8 66.8 68.8 _I 38 03.9 63.9 83.8 63.9 =- -- _ �' v v go m w� STEEL CHANNEL I // O i -K �� ACTTVE I INACTNE - _ SN)ELITE WIDTH I DOOR WIDTH d SURFACE APPLIED FALSE MUNTMS OR �� o DECO RATNE GRID. 26 3/4'MAX. 26 3/4'MAX. CLUSTER OF io MAY BE USED (e)ANCHORS ci CHART O.L OPG. D.D.L.OPG. AY SLL NOTE: USE As PER STEEL. HART 36 3/4'MAX. $ LEAF WIDTHFOR DOORS CAPACITIES SEE SHEET 3. o 0 FOR SIDELITE CAPACITIES SEE CHART ABOVE. o LOWER VALUES FROM DOOR OR SIDELTTE CHART B$ WILL APPLY TO ENTIRE SYSTEM. a m v o q Engr.J VAD FLA'PE 70592 MODUC7.12BVISBII NOTE: aN.5638, asoom Bh with Wo Floridaafta GLASS CAPACITIES ON THIS SHEET ARE wNa 12K01 310 BASED ON ASTM E1300-04 (3 SEC. GUSTS) 11 015 drawing no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 eol oalrol� Wi 0-08 . 1 sheat 5 of 12 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . / TYPICAL ANCHORS - .. 1 O 2BY WO CK �V SEE ELEVATIONS WOOD BUCK OR 9/16 MIN. FOR SPACING •j i• WOW STRUClII METAL o BOLT ,A • ' • e I °" d°'ETRATION •• •• •• • •• •• •• 000 • SUCTURETHROW PEN • • •• Z • zd 0 to t9y W 0:0 98 ILd � o I I \3 �z ••a �•• Y fY j ,y TYPICAL ANCHORS • • CCyy00 •• • • poo ��y1 «' 20 SEE ELEVATIONS • SEE•ELFYATIONf • • 960 ••• SEE ELEVATIONSORS a Q 9 '•-4--�- 24 FOR SPACING FOR SPACING FOR SPACING O a Iti'-II 18 �Z 41�b WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS 9 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. w �{ TYPICAL ANCHORS: SEE ELEV.FOR SPACING Li " DIA. TARCON BY W OR TU-120 KSI, FY-92 KSp C 1/4" DIA ULTRACON BY •ELCO, (Fu-1n KSI,FY-155 KSI) z o'o @ _ a INTO2BY WOOD BUCKS OR WOOD STRUCTURES i 4 8 " F�*7 1-3 8" MIN. PENETRATION INTO WOOD 1 3 F�Kj o QI a u THRU 1 BY BUCKS INTO CONC. OR MASONRY 154 ., 1-1/4" MIN. EMBED INTO CONC. OR MASONRY v>3 DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES $ STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) AIR (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE I I 1-5 15 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. i INTO METAL STRUCTURE = 3/4" MIN. o• e j I 1 CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. 6 m C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. DOOR DETAILS SEALANTS: Eng..JAMAD AHMADd ; e \ -dmt.. N FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL FLA,PE¢Tp89a 8 PttObTTCTRBVLggp METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. CAN. 1639 WEEPScomPaIYinge h++6''1ha Plolida WEEPS: nNo1//2"MIN TYPICAL ANCHORS 3/16" X 3/4" WEEP SLOTS AT 3" FROM EACH ENDSEE ELEVATIONS THRbW BOLT FOR SPACIINGAoduUConlrol ��O—OS PENETRATION sheet 8 of 12 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1/4'MAK 1/4"MAX.• • • • • •.• $ SHIM `' O SHIM •• • • •• • Z METAL • • ..W001)BACK •• • • • a STRUCTURE 060 ••• • g O � U 20 16 TYPICAL ANCHORS '� •SEE FOR FOR SPAECLING •_ •.• •. ry a � •�� 0 0p c�p •O (g� EXTERIOR v o 1 17 17A 6 D.L.O. 7 ,�'•`•t' w g O LEAF WIDTH _ FRAME WIDTH g w 1/4°MAX. g SHIM 9$ oN 1/4'MAX•. O ti> SHIM > i+S 28Y WOOD UCK OR D UCTURE rSS o -9 zo TYPK`AL ANCHORS•. •.' SEE ELEV. ® ® c FOR SPACING 01 .f 1e D.L.O. TYPICAL ANCHOR �Y$ 1 ELEV 17 17A 67 9 FOUR SPAGNG LEAF WIOTH EXTERIOR o ash FRAME WIDTH 8 C<m U 0 Engr.JAV�ADDI.AHMAD a ,� MIA,PB 1�70392 IHJCT RRVISSD g CAN,JB38 o'cum pgwil6920Flark,Acca3 , aim code IZ-0 5-0z VmNo ots drawing no. DOOR DETAILS MI P10 0°tf°I W10-OS sheet 7 of�2 .. .. . . . .. .. . • . . . . • • • • • • • • • . • TYPICAL ANCHORS 4 V SEE ELEVATIONS 1� FOR SPACING • • • • • ••• • " • • • • •• • • •• • Z n • �' • >...� • • • • • • • • •• FI m • • • • • • • Ott • ••• ••• ••• ••• • " Z O < E 21 •• • • ••• :0. ••• •••• ••• �N • • Qui n t •• ••• • • • • •• • (v� 10 •• • • • • • ••• •• SO•QG LLZ�_ I 0 9/18'MIN. g THROW BOLT j 10 PENETRATION gl rs 21 REgD.AT SHIM O DOUBLE w DOORS 0 L 1� ZO 10 I 1 I 21 z >$ �' I O 4"TI 18 TYPICAL ANCHORS•e• • I I SEE ELEV. FOR SPACING t I D.L.O. °bd FRAME WIOTH 0 J a. o O o.• Engr.JA AD AHMAD'CML �. •u FLA PE p70592 g a,}N.MM PR0DUCTRT3 OM 2011 m�t�ms Wlmua alatae k �' 6t04 �2 A�CIAj1a�N , 0113.02 SIS drawing no. TRANSOM DETAILS MamiDadeProduetControl W10-08 sheet $of 12 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • • • ••• �. • • • • •• 000 •• • 0 j • • •• MR • • • • • • • • • ••• ••• ••• ••• • D_ 18 O �a ••0#10•xs4"t+l TEx•• ••. .• �O Ty At 1MM lNDS • • ® • 21 1 •• 11e:4°:.C�•Ma"•• :• • (�C 10 .. . • • • . . 0 Q� o LLZ4 [ � 0 10 77 2fi — NNµ O D.L.OPG. O.L OPC. a' 21 4 v O OWOR TRANSOM CAN DE L1 ai 1/4'MAX ' X10%3�4'FH IEKS WRH OR WITHOUT ALUM REINFORCING 7 / DOORS W//TRANSOM ARE WITH STEEL WINK ONLY WkFF+ SIM • O AT 10 FROM ENDSO SEE SHEETS 4 AND 5 FOR CAPACITY ca 2 }q AND 24'O.C.MAX. I �r .�> >$��a, ,u �� m I $ q. II -9 II O TYPICAL ANCHOEE RS FOR SPACING Q �.q •. p(�qy mp 1 D.D.L. -0 OPG. D.LO. c M 4 PC LEAF WIDTH C Ig FRAME MOTH 0 0 tn < Epgr.'ZOAD,, Fla Peiosaz CA.N. DUCT REVISED g n .� a �.v. :,a..•.. ': V I DSS drawi0 a v ton N6 TYPICAL ANCHORS FOUR ssEaan� SIDELITE DETAILS t M��D camw W10-08 sheet 9 of 12 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ITEM 0 PART 0 READ. DBSCRLPTTON M&TERIAL MANF./SUPPLIER/REMARKS �v 1 V501 3/DOOR FRAME HEAD/JAMB 8063-T6 - 2 V592 1 •BANE SRL • ••• 8083-TB - $ 3 0'y� ILL 8083-T8 - 0 p 4 9SO4• PAS READ. SID LITE RTILE • • 6063-TB - g i 5 VSQB • • QQ M % BOB3-TB - M 6 V500 1/LEAF HINGE STILE 6063-T6 - 7 V507 1/LEAF LOCK AND ASTRAGAL.STILE 8083-T6 8 V513 R QD. INACTIVE ASTRAGAL.STILE 6083-T6 - G 9 V500D Y/IjV.SUM- 11i 6083-T6 10 V509 • QD!S AAAP" • 8083-T6o 11 V511 • 1A RFQD• ;ilt-8jND R 8/1W 6063-T8 - ea 61 pQyy 11A V51 QD. LAZIFIE BIND R•/f18°•(>lASS 6083-TB 12 V512 AS READ. REINFORCING STIFFENER 6063-T6 - R 12A - AS READ. I REINFORCING CHANNEL STEEL 36 KSI 13 - 2/LEAF 3/8"THREADED ROD STEEL - T Z 1�0{E 14 - - - - - Q;iif 15 V814 2/LEAF FLUSH BOLT SUPPORT ANGLE 6063-TS 1-1/2"X 1-1/2°X 3/16° O 16 - - - - 17 - 3/LEAF BALL BEARING HINGE ASSEMBLY 17A - 3/LEAF 3 PIECE HINGE ASSEMBLY 18 - 19 - AS READ. FIN SEAL PILE WEATHERSTRIPPING 20 V516 AS READ. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 60*5 w �j U 21 88 X 1/2" AS READ. GLAZING ADAPTER SCREWS ST.STEEL PH TEO.AT 2"FROM ENDS&8"O.C. MAX Li 22 1 810 X 2' AS READ. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 23 - AS REQO. SIDE LTTE ADAPTER SCREWS ST. STEEL - 24 88-32 X 1/2" 2/ANGLE SUPPORT ANGLE SCREWS ST.STEEL FH MS c 8 o N 26 - AS READ. g BUMPER SPACER SILICONE 1�s St 28 LOCKS; HINGES: ACTIVE LEAF: (SON A1. OPTION A1: 4-3/4'BALL BEARING HINGES 3 PER LEAF o 3 POINT LOCK ASSEMBLY BY'SULLIVAN AND ASSOC.' BOTTOM HINGE AT 8-3/8"FROM BOTTOM RAJL 7/18°X 3°THROW BOLTS AT TOP AND BOTTOM TOP HINGE AT 11"FROM TOP RAIL ENGAGING FRAME AT HEAD AND SILL CENTER HINGE AT MIDSPAN THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS HINGES FASTENED WITH 812-24 X 1/2"FH MS LOCK LOCATED AT 52-3/4"FROM BOTTOM SEALANTS: LOCK HANDLE AT 49-1/2"FROM BOTTOM OPTION 7-13/18"THREE PIECE HINGES 3 PER LEAF ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o OPTION 02., PTI SILICONE. BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAILc CONVENTIONAL DOOR LOCKSET WITH HANDLE BY o 'SULLIVAN AND ASSOC! LOCATE AT 39'FROM TDP HINGE AT 11°WITH TOP RAIL m BOTTOM CENTER HINGE AT I H #1 : KEY OPERATED ON EXTERIOR AND THUMB TURN ON HINGES FASTENED WITH 810-24 X 1/2"FH MS INTERIOR THROW BOLT LOCK BY'SULLIVAN AND ASSOC.' o LOCATED AT 48" FROM BOTTOM o a INACTIVE LEAF CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' 1/2"X 2"THROW BOLTS ENGAGING FRAME AT Engn'ANT A,40 � a HEAD AND SILL FLA,PE-3638 t 70892 MANUALLY OPERATED LEVERS MOUNTED ON .CAN. - DUCI'REMED INSIDE FACE OF LEAF STILE LOCATED AT wlnp(yhtgwitM dle Florida a 10-3/4' FROM TOP AND BOTTOM Ift006 . '8 LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2'FH MS , .oacphamo No� �I� :OZ ffi A5 drawing no. NOTE: LOCKS D DURING PERIODSOFURRICANEBE EWARNING. ✓L ". W1�'-�8 BdpPraduatCoslrol� sheat 10 of 12 . .•. ... . . . . . . . . . . • t•• . • • • • • 0 • • 4.000 `= .078 -4.688 .094 0 �' .094 �o • • • • ••• mm 3 T Z" O • • • • •♦ • h j .828 j o • •o •� • • • • •• g 1.� w s- o W f • • • F 5 y: 2.123 1.750 o c • • • • • • • g SFS ole i, o • 0 4-3/4"• • ••• • 0 o 8 'IYP. m G�i1+ 4.000 a I I o o o I 4'o k-2.010-4 � o � • • �•--Illi, • •1• •• � 1 FRAME HEAD/JAMB 6 HINGE STILE • • •• • o 2" • • • • • • • • pi Fes-1.750-I 5.313 1112-2q XII/2"PH MS• t ••• •• Ory I I CRS TYPE 23 ry tp 3 TYPI ACRS TYPE 23 2"FH MS V7 1G53 gG .626 17 17 1.984 fFF,-T 1.750 3 PIECE HINGE BALL BEARING HINGE 4.000 _� � 3.500 4.888 ^ 076 � 1.210 - N 128 F YP. Os INACTIVE ASTRAGAL STILE .628 3.832 3.762 l�-4.000 s TOP & BOTTOM RAIL 1.626 I E;>o 1.500 1.750 078 1.984 12 TYP. .080 388 .094 1.000 5.313 9a � 1.808 7 LOCK/ASTRAGAL STILE � a SWEEP ADAPTER .250- 2.200-1 50 2.200 3.720 1.134 2.251 0 082 .485 xP. 4.176 t STIFFENERS 1.010 �4 4 1.164 076 560 TYP 3 SILL COVER • 419 045 :i S L2 1.575 <m u l�-2.1&S 11 .840 I a SIDELITE STILE .sot GLAZING BEAD - 7/16" GLASS Enar,uvo6DnH. N � .088 -°'{1.133 l� 1 .498 FM CAAN. 70682 90 .563Fi I I I as complYiOs wilbtbaMadda ig ..0774. .082 .814 .70 ,050 , �� DAB Pmn.da 12-01 r 3.o I Accapluaca No -4.000-1 �1 1.313 11 T 809 Tly n - /�Cj drawing no. AY_ W10-08 Mimi lhdc Pm u omro x FRAME SILL 10 SIDELITE ADAPTER GLAZING BEAD - 5/16" GLASS sheat 11 of 12 . . •.. . . . ... .. .. . . • .. •. . . . . . • . . • • . . . • • • 01 • • .. • ••• ••• • moi/ �a 18 . . g 1�Q,> • i i • • it of•• • ao 0 13 n g i U $>3= g0 rQ�•J / 13 yj o o� C 19 ... G Fogn JAVAD MMAD ,�. •u o aML N c.a7W9H. ZPRoDucrREVISED g ^ •cmnplyinawhhauilding dwF'Imide` r drawing no, tAIIenn1 a aAro uctCantro ���-08 sheet Q of 1 Q 1V .� Miami Shores Village Building Department I FEB 12 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201® BUILDING Master Permit No. Lk_)�5I �' 1 PERMIT APPLICATION Sub Permit No. " iBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ,l ,1 I CONTRACTOR DRAWINGS JOB ADDRESS: 7 U I"W j b City: Miami Shores County: Miami Dade Zip: -So Folio/Parcel#: I ✓� I O O Z.`Z.i� Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: 'f OWNER: Name(Fee Simple Titleholder): &-61'6L-Do i— Phone#: -?bG 2SS'�o'>-7 Address: 0 'A& City: M I b i✓i l OCA;- _!5;1 ate: Zip: �� ►�� Tenant/Lessee Name: Phone#: Email: - `i�L� 'te`Z�� CONTRACTOR:Company Name: 'vJ i� Phone#: Address: City: State: Zip: Qualifier Name: ' Phone#: State Certification or Registration#: ertificate o ompetency#: DESIGNER:Architect/Engineer: Phone#: Address: State: Zip: Value of Work for this Permit:$ el 15,00 Square/Li ootage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair Replace ❑ Demolition Description of Work: i po S Z Z Specify color of color thru tile: Submittal Fee$ Permit Fee$ _��• CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 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 rei ecti n fe will be charged. Signatur Signature OWNER o GENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this l2 day of20 1S by day of ,20 by X LOX—• who is personally known to who is personally known to me or who has produced ,�� as me or who has produced as identification and who did take an oath.,��. ��� ';; identification and who did take an oath. ?, NOTARY PUBLIC: ;; ., NOTARY PUBLIC: Ji , ' Sign - - , Sign: Print: Print: Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (ReAsed02/24/2014) r Miami Shores Village al, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: W;oNm V-CC7_,- DATE: y Z.1 t. ` 5 ADDRESS: 1 NW �� � ✓�� ';'2 1 >�� 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 L 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 10_� 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 and contracts. Initial Q.U. 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. Initialj�L 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 C'. L- 1 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 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,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 V,.u. 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial R.1® 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 V, 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Vic? �� -12 '5_UEC7_S1 '"ISS Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. � 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 day of , 20 is By `�' � ( f�Z who was personally known to me or who has Produced there Lice r i I as identi€ici %.v 0�r06;G01� =_ vnlAu Punic 0 NER NM RY 173" .