Loading...
WS-16-859 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756.8972 Inspection Number: INSP-255946 Permit Number: WS-3-16-859 Scheduled Inspection Date:April 07,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner. KAWACHIKA,JON A CYNTHIA Work Classification: Window/Door Replacement Job Address:179 NE 94 Street Miami Shores,FL 33138- Phone Number (305)758-0927 Parcel Number 1132060132930 Project <NONE> Contractor: HOME OWNER Building Department Comments REMOVE AND REPLACE FRONT DOOR AND PICTURE Infractlo Passed Comments WINDOW INSPECTOR COMMENTS False TO REPLACE EXPIRED PERMIT#WS 14-2475 Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 06,2016 For Inspections please call: (305)762.4949 Page 25 of 47 PIZ, RM Miami Shores Village10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 �€ gg RIN •; Explratlon. l0/01(201 Project Address Parcel Number Applicant 179 NE 94 Street 1132060132930 Miami Shores, FL 33138- Block: Lot: JON&CYNTHIA KAWACHIKA Owner Information Address Phone Cell JON&CYNTHIA KAWACHIKA 179 NE 94 Street (305)758-0927 MIAMI SHORES FL 33138-2821 Contractor(s) Phone Cell Phone Valuation: $ 2,500.00 HOME OWNER Total Sq Feet: 24 Type of Work:REMOVE AND REPLACE FRONT DOOR AND P Available Inspections: No of Openings:2 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 $1.80 Invoice# WS-3-16-59220 DBPR Fee $2.00 03/30/2016 Credit Card $50.00 $92.80 DCA Fee $2.00 Education Surcharge $0.60 04/04/2016 Credit Card $92.80 $0.00 Notary Fee $5.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $142.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction d zonin ermore,I authorize the above-named contractor to do the work stated. April 04,2016 gZtWrIzed Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 04,2016 1 Miami Shores Village , Building Department x603 0 8 8nw 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 14 VA-L` Aft- BUILDING Master Permit No. W S PERMIT APPLICATION Sub Permit No. 40 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP 7YJ'01- CONTRACTOR DRAWINGS JOB ADDRESS: / 77 AA&— City: Miami Shores County: Miami Dade Zip: 35136 Folio/Parcel#: 1-2-6(0 0/3 `2f3 a Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: � ' � Y � OWNER:Name(Fee Sim le Titleholder): O N �� dyci e : 3 a f-� 3 a Address: l 7 � ` Y City: "'104- State: Zip: �! 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: !N Phone#: Address: City State Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 6 0 Square/k!RO Square/ !RFootage of Work: ":2 y Type of Work: ❑ Addition ElAltera ion El New ❑ Repair/Replace_ ❑ Demolition Description of Work:�� 4./y AO6a C r lie/! 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$ 2 �d (Revised02/24/2014) Bonding Company's Name(if applicable) s 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 A&� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before-me this The foregoing instrument was acknowledged before me this �^LA day of 2<<-- 20 by day of .20 ,by ,who is rsona now .who is personally known to me or who has produced as me or who has produced as identification and who did take an tNl1111i1111 �os// identification and who did take an oath. NOTARY PUBLIC: g�' •'•E10'IRF `�mssB ••• �� NOTARY PUBLIC: ��� •6�� _ ?o= Sign '' ! I •+ur Sign: Print: %yj •_ �►. _ Print: Seal: 7�%/ll jI11N1�;`;`\``\\ Seal: 3 ! to �� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) •'�f% 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 ' s NAME: �-/r�� c� • l IKA"7 - DATE: ADDRESS: 7 /VC— 4? 6E7 / 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 1 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 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 1 do not have a license. Initial cue 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 w 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 ',A%' 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; 'C' W_ S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial c.AJ lC 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my,respDnslbility toQ_ensyre that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously Implies that the property owner is providing his or her own labor and materials.1,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 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. ,�B InitialyY 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:/h~.myfloridalicense.com/dbpr/pro/Cilbfindex.html lnitial v_ f- 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. [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 A--, 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 10 day of t, y , 20 t L1 Bywho was personally known to me or who has Produced there License or L U as identification. law OWNER ARY a NoWry puwic stew of Fiorkia : Sindia Alvarez My Commission FF 158750 �� Expires OW312018 � l � r � I Existing Living Room I REMOVE DOOR AND WINDOW Ss mom •Cory •••••• •• • • • •• I •••••• • •••••• • Miami Shores VillaCie .••••• •••• ••••• . . APPROVED BY DA`L'E •••••• •• _ ZONING DEPT • NOW ® 2t�14 •• •••• • BLDG DEPT i J JFCT TO COMPLIANCE NVITH ALL VEDERAl. I A I I AND COUNTY RULES AND REGULATIONS PWAiw Br amam By 00OW MO DOOR RETRO FIT PAM II II �� BB RE51DENCE 11/4/14 1 1,113 NE 94th STREET, MIAMI SHORES, FL. 33138 emm a ♦ r • t Existing Living Room J L OVE WOOD FRONT DOOR !P MOVE WMDOW UNIT IREPLACE WITH NEW- SIZE REPLACE WITH NEW- SIZE TO REMAIN THE SAME TO FE11AN T+E SAME ISTING BLOCK WALL 001 1 ...... . ..... .... . ..... Goo ...... ..... .. .. ..... ...... . . . . ...... .. . •..• .... CHOCKW BY WINDOW AND DOOR RETRO FIT 11/4/14PAIS KAWACHIKA 5 eH' 1l9 NE 94th STREET, MIAMI SHORES, FL. 33138 2'm]m I xx WINDOW SCHEDULE wind load mark size m.o./r.o. type mat. neJ pog remarks 1 11' x 63' 111° x 63' HS ALUM 334 38.9 ECO WINDOW SYSTEMS EXISTING VIEW IMPACT 1�SISTANt OPENING XOX NAA 14-0311.01 OPENING NOTE: VERIFY MO 'S FOR ALL WINDOW OPENINGS WITH MANUFACTURE SPECS PRIOR TO CONSTRUCTION ALL GLAZING SHALL BE IMPACT RESITANT 1 mm DOOR SCHEDULE mark size type material remarks wind load width height neg Poo 001 36' 80' SWING ALUM EXISTING OF'ENNG 41.1 382 FULL VIEW FULL LIGHT IMPACT GLASS fi SNCH DOOR ECO WIN15OW SYSTEMS NAA 12-0402.03 ALL GLAZING SHALL BE IMPACT RESITANT f :•'•:• ••••• • •••••• • ••••• • •••••• •••• ••••• • • • • • •••••• • 911/40AM Ij1 7F� ++ /—a mob/ r/®O'` 1 RO( 1 11I.AAWAG 1 �r� 51DE CE Ile NE 94th STREET, MIAMI SHORES, FL. 33138 r1towtinrLAPwicam MIAMI-DADE COUNTY ' e 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) www.miamidaae.aovlperat ECO Windows Systems,LLC 9114 N.W. 106'h Street, Medley,FL 33178 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 600 Aluminum Outswing Doors-L.M.L APPROVAL DOCUMENT: Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to .090"DuPont's PVB and glass type G3 is limited to�isulated larninated glass w/.090"Solutia interlayer. : ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,sta%4gdseries and following statement: "Miami-Dade County Product Control Approved",noted hereiA. • ...... 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed au4tere has been no change in the applicable building code negatively affecting the performance of this produ®1t.•* ••••• TERMINATION of this NOA will occur after the expiration date or if there has been a're+vis4bn or#Elam®in t1hg6,*• 00 00 ... 000:0 materials,use, and/or manufacture of the product or process.Misuse of this NOA as an ejL4Mgment of 4ny product,for sales,advertising or any other purposes shall automatically terminate this NOA.'FElure to corply ..••: with any section of this NOA shall be cause for termination and removal of NOA. 0000 . • . . . .0000. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Mori4 and i olTowed ny • 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 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 12-0402.03 F a couNr�r Expiration Date:July 19,2017 Approval Date: July 19,2012 �`�\� Page 1 -,ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,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 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswmg French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-124003,HETI-124003 and HETI-124027dated 03/16-26/12,all signed and sealed by Rafael E. Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,-2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs f PERA). E. MATERIAL CERTIFICATIONS •••••• 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNetnown&&'-Tia. for.••-:• their`Butacite®PVB interlayer",expiring on 12/11/16. •••:•• 0 • 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color intgn j�or"issued to • Solutia Inc.,expiring on 05/21/16. •••• ••••• ...... .... ..... 3. XL Edge seal System 201 SS spacer by Cardinal IG. • •• •• •••• •••••• • F. STATEMENTS • . . . . ...... 1. Statement letter of conformance and letter of no financial interest,prepaled by Xf tarooq;....: Corporation,dated 03/30/12, signed and sealed by Javad Ahmad,P.R. Voo • •a•• 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing, Inc., signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02-21-12 approved b PERA. r.s1,154 1-a4 Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 w SILICONE w SILICONE m DOW CORNING 899 z m DOW CORNING.89 to 26 N 26 40C� / "- t0 0) 14 8 0) I' 8 1 1 rx 1 l ai SETTING BLOC READ. FOR Wil NOTCH GLAZIN CLEAR BLOCK! GLASS TYPE 'G1QLSS TYPE 'G2' 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT SfREN'D. GLASS .090" INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 1/8- HEAT STREN'D. GLASS SILICONE z m DOW CORNING 899 26 ST. STEEL i0 METAL SPACER rn 15 8 1 35 SILICONE �0 �\ ANCE DOOR W SETTING BLOCKS AT INSUL. LAM. GLA: DOORS SEE SHEET 2. NOTCH GLAZING BEAD LEG TO CLEAR TH SIDELITES SEE SHEET 3. .• ••• • • • • • •. :ITY CHART OR DOOR CAPACITY WILL :• 0 •••: • GLASS TYPE 'G3' •• • • ••• • 00 000 o: 000 a WHERE WATER INFILTRATION J TESTED TO COMPLY WITH THE • i i• • i i i• • :• i• G CODE INCLUDING HIGH VELOCITY • • • • • • s MUST BE ANCHORED PROPERLY ••• • • • • ••• • • • • • • • • • • • • } AS SHOWN ON DETAILS, ANCHORS •;• ;' '; '0 •;• :• •: THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. E�gr. J CIVIL 3E BEYOND WALL DRESSING OR STUCCO. curr lrrne% •nr ��nr nrn,nnrn " FMAX. " MAX. 5 MAX. HEAD HEAD SILL CORNHEADERS A SILL i 7 , 1 I II 11 -n7--- , II E n E LOCK OPTIONSLOCK OPTIONS //--SEE SHEET 7 ►- / iy/ SEE��EET \ X co co a a m co z M = ^ Q r�i /� S' 11 �� w t0 X o) °d Q -----LL---- -n-- X m \-----rr---- / II II II \ 11 II / If 71 B I 1 $1i1'{I�i 1 ACTIVE ININACTIVE I ACTIVE to N �9 0° SURFACE APPLIED 0D w 15/16" z FALSE MUNTINS OR 26 15/16" 26 15/16" .. OPG. DECORATIVE GRILL D.L. OPG. D.L. OPG. tO v MAY BE USED NOTE: MAX, 37" MAX. EGRESS REQUIREMENTS TO BE ,F WIDTH LEAF WIDTH BY BUILDING OFFICIAL. (X) (XX) .. ... . . . . . .. CAPACITY — PSF '• .; •': : : :•: �• DOORS LOAD CAPACITY — PSF DOORS (X) 000 •00 •.• ; : .• DOUBLE (XX) NOTE: L&MINATED GLASS DOOR DIMS. LAMINATED GLASS GLASS CAPACITIES ON THI! BASED ON ASTM E1300-0d Exr.(+) INT.(-) WAM •;• .•. ';' ':' :w►oTH LEAF lo H HEIGHT 70.0 EXT.(+) INT.(-) AND FLORIDA BUILDING CO ••• • • • • DECLARATORY STATEMENT 70.0 75.0 i i• i i i• i• i•76" 37" 98" 70.0 75.0 ••• • • • • ••• • • GLASS D.L.O. DIMS, i i i i•i • • • • • • • • • • En r. JAVAO AHMAD D.L.O. HEIGHT = FRAME: MGJ? �;1t�1'2�;. j' ': CIVIL n I n wlnru fx nnnacl — PPAUV winru — V) R1 A" M A or.'a ����� 70.0 75.0 5" MAX. TYP• MAX. HEAD 70.0 75.0 HEAD/SILL ° CORNERS �� - A ��_ `\\ SILL 70.0 75.0 1 70.0 75.0 61.7 66.1 i IJ 70.0 75.0 70.0 75.0 70.0 75.0 n n I I 70.0 75.0 =---It------ ---117--- I t \ - 61.7 66.1 II I I I 70.0 75.0 11 i t E _17 1 1 \ 70.0 75.0 II II I I 70.0 75.0 70.0 75.0 70.0 75.0 x ^ p Arl/ 0) Lu OD )1 IIS 1 I n 70A 75.0 -t l i' I I I I co �'- ---it 70.0 75.0 E ==---ti----- ' \----•h----- I I � / 70.0 75.0 t I \ I I II II REINFORCING /�AS REOD. 1 SEE CHART Ai ii\ LOCK/OP E ON t l I i INACTIVE. 1. i i ACTIVE U . ri SURFACE J DOOR FRAME WIDTH FALSE MUNTINSLIED OR 32 3/4" 26 15/16" 26 15/16" DECORATIVE GRILL D.L. OPG, D.L. OPG. D.L. OPG. MAY BE USED 37" LEAF WIDTH SIDELITE FRAME WIDTH SHEET 2. MAX. 76" MAX. .E CHART ABOVE. SEE CHART AT LEFT DOUBLE DOOR FRAME WIDTH .. ... . . . . . .. OR SIDELITE CHART • • (OXXO) TEM. OWL •. .: .�: : :.: �. i�MM lam . • . . . . . . . . AE HEIGHT - 11.000" • •• • • •• " V WIDTH - 4.438" . ... . • • • •• •• 000 • • •• Engr. JAVAD AHMAD ••• • • ••• •• • `CML a ' o 2 a o 2 a o °vt us ui ar 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICA SEE ELEVATIONS SEE ELEVATIONS SEE EL FOR SPACING FOR SPACING FOR SF �r= = j 1 MIAMI-DADE COUNTY IICUPPED MULLION j SEE SEPARATE N A it 1L-- O K W GLAZING OPTIONS SEE SHEET 1 TYPIC) SEE EI FOR S WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD THRU 1PY BIUqKS INTO CONC. OR MASONRY �•• ••� �•j- %;I";NON; EMBED INTO CONC. OR MASONRY pg1a, u .. . . . ... . i�...1 ••• •.; ••I=IREYLT iITA•CONC. OR MASONRY WHOW'D• 1-1/4- MIN. EMBED INTO CONC. OR MASONRY my tg� • ••• • 141•SMS tV 3.L•F DRILLING SCREWS (GRADE 2 CRS) " L 26 2 :•� �• • IjTO:VIAMI;QADj.COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") • INTO•METAL'STRUCTURES 1 a STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) (- ... . .AL.�LWAIPIW.: 1,48" THK. MIN. (6063—T5 MIN.) L (jTjEL*-IN CONJACT WITH ALUMINUM TO BE PLATED OR PAINTED) • •• •• • • • •• •• Engr. JAVAD AHMAD ••• • •TYPICAt•'IrdGE 6ISTANCE clVa 16 ACTIVE LEAF4 414 53) o 24 v e . . TYPICAL ANCHORS 71 SEE ELEV. FOR SPACING i� 23 .• � 'W '. EXTERIOR v. 9 D.L.O. LEAF WIDTH LOCK OPTIONS SINGLE DOOR FRAME WIDTH SEE SHEET 7 LOCK OPTIONS SEE SHEET 7 CONCEALED FLUSH BOLTS O CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OF STILE LEVERS AT STILE FACE 16 INACTIVE LEAF ACTIVE LEAF 26 13 26 24 1p FA •• ••• • • • • • •• 9 •• i i i i i • •• } D.L.O. •• • • •• • 1s •s 10 7�: O.L.O. LEAF V4PTH ••• e•• ••• EXTERIOR • . • • • • • • • • • • • LEAF WIDTH DOUBLE DOOR FRAME WIDTH ••• • • • • ••• • • • • • • • • • • • • 01 #0• •• •• • • • •• •• Engr. ,IAVAD AHMAD 1 ••• • • • ••• • • CML 1 U 22 a a g 4 \ E 2 GLAZING OPTIONS REINFORCING SEE SHEET 1 #12 SMS 18 AS READ. 1/4" M:AX, •. O AT 5" FROM ENDS SEE SHEET 3 SHIM a AND 11" O.C. MAX. 5 3 6 16 r--' 16 " I I 26 13 7L�l TYPICAL ANCHORSSEE ELEV. $ FOR SPACING a ' g 23 14 15 25 •• ••• • • • 19 9 • •• ••.•'.y '+ . 4 O.L.O. D.L.O. •• ••• •• • • • • 4 EXTERIOR LEAF WIDTH . ... . • • ••• ••• • • • • •• • • SIDELITE WIDTH DOOR FRAME WIDTH 2 • •• • • •• • •• UNIT FRAME WIDTH X ••• • • • • ••• • • v46 ft z • •• •• • • • •• •• Engr: JAVAp AHMAD ``� N ••• • • • ••• • • .w L/ 1 Z- CIVIL owtuit to ovi ivm rw+mt ovoi-10 — 5 E605 — SIDEUTE FRAME JAMB 6063—T6 — 6 E606 — SIDEUTE SLIP ON JAMB 6063—T6 — 7 E607 — LEAF TOP & BOTTOM RAIL 6063—T6 — 7A E625 — LEAF 9" BOTTOM RAIL 6063—T6 6 E608 — LEAF W'STRIP ADAPTER 6063—T6 — 9 E609 — LEAF HINGE STILE 6063—T6 10 E610 — LEAF LOCK STILE 6063—T6 11 E611 — LEAF ASTRAGAL STILE 6063—T6 12 E612 — I LEAF ALIGNMENT BRACKET 6063—T6 13 E613 — LEAF CLAMP 6063—T6 4-1/4" LONG 13A E613 — HINGE BACK—UP PLATE 6063—T6 12" LONG 14 E614 — GLAZING BEAD (5/16" LAM. GLASS) 6063—T6 14A E109 — GLAZING BEAD (7/16" LAM. GLASS) 6063—T6 — 15 E615 — GLAZING BEAD (INSUL. GLASS) 6063—T6 — 16 E616 — ISNAP COVER 6063—T6 17 E613 — BOLT SUPPORT 6063—T6 NOT SHOWN 18 — AS REOD. SIDEUTE MULLION REINFORCING 6063—T6 — 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASS 20 FB1202 — FLUSH BOLT LEVER — SULLIVAN & ASS 21 FBRO14SS — CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASS 22 #12 SMS AS REOD. IFRAME ASSEMBLY SCREWS — — 23 #12 X 3/4" — HINGE INSTALLATION FASTENERS — FH SMS NTERLOCK USA INC.' 24 — 3/8" DIA. THREADED ROD STEEL — LEAF 25 Wi 1323 — PILE W'STRIPPING WOOL ULTRAFAB (OM ENGAGING FRAME 26 E20618—KN-3020 — BULB W'STRIPPING SANTOPRENE EPDM • " CONNECTING RODS 27 E206 — GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 — — GLASS SPACER SILICONE FRANK LOWE RU 29 E622 — FLUSH BOLT CUP NYLON SA INC.' 30 DL01 RC — BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 'OM ENGAGING FRAME 31 DL01WB — WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC CONNECTING RODS 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS — — 34 — 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EA( 35 — 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EA( •• ••• • • • • • •• 0 so 1/4* FROM BOTTOM SEALANTS URN ON 4" FROM BOTTOM , •.•• .• •••• ••• ••• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • ASSOC.' ••• SCHNEE MOREHEAD JM5504 SEALANT. • • • • • • • • • • • • • • • • AT HEAD AND SILL �' • i i STILE FACE HINGES: rOM X 1/2- FH MS 3-1/2- X 7-5/8"j•j 2z" W.,EX,TRYDGD•ALUM.HINGE 11 7�M PART #FD-107 BY SVLUJAN 4 45ZC.: : 3 HINGES PER LEAF• • • • • • • d1�N1 7 Z- 4-1 � •• • • • •• •• Engr: JAVAD AHMAO 4 ASSOC.' I BOTTOM HINGE AT -1I FROM BOT-r8M • ' M��; _ . . ^CIVIL ^M�^ 4.750 14 GLAZING D GLAZING BEAD GLAZING D GLASS 6LiGLASS —1.5071 1.507-4 4 , 7 LEAF TOP/BOTTOM RAIL —4.719 v.078 3.719 .078 I jL_T 1.750 1.507 8.250 —1.500- 7.531 312 4.000 9 LEAF HINGE STILE 7."7-7 5.344 4 000� s LEAF W'STRIP ADAPTER .094 2.081 1.750 1.507 k_1.750—=-1 .312 .442 LL-1 078 7A 9" BOTTOM RAIL 1,584 12 10 LEAF LOCK STILE -1.507-1LEAF ALIGNMENT BRACKET —�j.750 281 5.344 .07$ � 375 2.081 •125 .125 1.507 1.750 1.574 3.781 • • • • • • • • •078 G 4.000 13 LEAF CLAMP -771 LEAF ASTRAGAL STILE • .�. 9000 HINGE BACK—UP PLATE ••• 8.281 • • • • • 1.500-4 ' i • • i i i• • i i• 1.2518 .719 ' 0• 0 • • 719 SIDELITE MULLION REINFORCING ... . • . ... • . .078 i i • i i• En�JAVAO AHM AD oA—T• • •• • • •• •• '^�^^� RNER SIDELITE FRAME CORNER SIDELITE SLIP ON JAMB CORNER 12 lid IQ 1 �� QYS • • •• • • • • • 111 I \�) ij 0 • • • • • • • • • 111 1 II� •• ••• •• • • • •• Iitirl-+. II A *so Goo I� • • • • • • • • • • • • • • • • • • • • i s s• •• • s • •• •• Ener: JAVAD AHMAD ••• • • • •.• s -� a CIVIL___ MIAMI-DADE MIAMI DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov& onomv Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA sliall 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. RER 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 Zane. DESCRIPTION:Series"Eco-Guard 200"Aluminum Worizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled`Tco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision D dated 02112/14,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 LABELING: Each unit shall bear a permanent label with the manufacturer's na4ie or.logo, lr�y,"sfate, •••••• modeliseries, and following statement: "Miami-Dade County Product Control Appr8w&'Anlesso eryise •� noted herein. •••••• ••••°° RENEWAL of this NOA shall be considered after a renewal application has been Ali{Nd there has been •,••••; no change in the applicable building code negatively affecting the performance of this,6*doyet. ;••••• °•�.. TERMINATION of this NOA will occur after the expiration date or if there has beersa9m ision vr•dre�ige •• ••• in the materials,use,and/or manufacture of the product or process.Misuse of this N©X40 an end8fttnent ••":' of any product,for sales, advertising or any other purposes shall automatically termij argt4s NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA' :900:0 �'••• ADVERTISEMENT: The NOA number preceded by•the words Miami-Dade:,QVt►n4,, Florid,°end followed by the expiration date may be displayed in advertising literature. If any portion of th&AQA 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 and renews NOA# 13-0206.03 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. HERNSMNOA No.14-0317.01 i f Expiration Date: May 27,2019 { Approval Date: April 10,2014 Page 1 Eco Window Svstgms,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled"Eco-Guard Series-100 Alum. S.H.Wdw.(L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision C dated 02/06/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 20394 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL---7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. 2. 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;Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226A,dated 01 A 5/09,signed and sealed by Candido F.Font, P.E. (Subinitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 • 2)Cyclic Wind Pressure Loading per FBC,TAV03-94 ;••••• 6 6 6 6.• along with marked-up drawings and installation diagram of a XC=ulninum0•��• •; horizontal sliding window,prepared by Hurricane Engineering Sa Wig,Int.,Test ••••" Report No.HETI-08-2226B,dated 01/15/09,signed and sealed U�'Clidido F. Vont, :••••: 0 0 P.E. : . . .6000. 0000. (Subinitted under NOA#09-0312.08} 6666..••0: 6666 6660 6. 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading pes Ft G'TAS 29-1•94 0--•;• along with marked-up drawings and installation diagram of a XC ft f4tg►inum • 00 horizontal sliding window,prepared by Hurricane Engineering&•Testing,Inl,�O t 000000 Report No.HETI-08-2227,dated 01/15/09,signed and sealed byo�g cl� do F.0F%�,; •••0: P.E. 6666 (Submitted under NOA#09-03X2.08) ^ d Ma ufi eez,P E.er Product Contr Exa ner NOA No.1 317.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. 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)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-03X2.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagrams of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 7, Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2229,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted tinder NOA#09 0312,08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 :960:0 2)Cyclic Wind Pressure Loading per FBC,TAS:203*4 0 000:9 ••;• along with marked-up drawings and installation diagram of a X"piinuijr•• 0 horizontal sliding window,prepared by Hurricane Engineering&sting,Inc.,Test 000000 . • Report No.HETI-08 2230A,dated 01/15/09,signed and sealed byCepdido-F Fjnt, :" P.E. •..• . ••••• (Submitted under NDA#09 0312.08) ...... ..... ..... 9. Test reports on: 1 I.,arge Missile Impact Test per FBC TAS 20••40*• 00:0 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 . . 0000:0 along with marked-up drawings and installation diagram of a XQX#k1minumi•"' • horizontal sliding window,prepared by Hurricane Engineering&,*Testing,Ince Tst' • Report No.HETI-08-2230B,dated 01/15/09,signed and sealed by Candido*ff.'Pont, P.E. (Submitted tinder NOA#09-03X2.08) Ma ue lfere P.E. Product ContI E miner NOA No. -0317.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 02/24/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade.Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. . for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No.11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2014,and of no financial interest,February 24,2014,signed and sealed by Javad.Ahmad,P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E., Chief,Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.03,issued to Eco Window Systems,LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window--L.M.X.",approved on 05/02/13 and expiring on 05/27/14. i ...... . .ease. saseea .... . ..... e.e..e see. • e 0e a. 0000 000.00 09 . . . . ...see ...... . . ...... . .. . .... . . ease Manuel Pe Z, .E. Product Control am' er NOA No.1 - 7.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-3 . • ••. • . . ... •. .. • . • •. .. . • . . . • • . . . . . . ... . . . . ... 72' WINDOW WIDTH --- WIN"WDTY• •• • • 1 t 3 T ILL • 3 4 MAx. y� 1/2"MAX. ' 1•S 8"MA)L• • • • Q �mt5 4° • � / • • • • � � a • • • •CORNERS CORNERS • •• •00 (7. • • • • • • • M n� _-�-_/,�'e== --� �!� c=_ S�� a�`i i n� __,'t=:/1'==x .wl_•1_�'___ •/ �°I '' �;_�====fit= U FALSE MUWINS 31 1/4" 32 3/4' FALSE MUNTIdS 32 3/4" 32 3/4" N (SURFACE AT+WEO (SURFACE APPLIED) MAY BE D.L.Om D.L.OPG. MAY�L1SE O.L.OPG. 0.L OPG. 35 3/8" 36 7/4r VENT WIDTH VENT WIDTH TYPICAL EI.EVAr10Ns ECO-GUARD SERIES-20 yn ALUMINUM HORIZONTAL RO. I CzrIYINDOIY oM DESIGN LOAD RATINGS FOR THESE WINDOWS TO HE AS PER CHARTS SHOWN ON SHEETS 2. 3 3` _ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE O vO THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. COMBINATIONS OF N.R./H.R. OR HORIZONTAL ROLLING WITH OTHER U^IJ SHUTTERS ARE NOT REQUIRED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING W rn TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI-RADE COUNTY APPROVED MULLIONS IN BETWEEN. c---- EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. i/8"HEAT STREN'D.GLASS 7H6 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE i/8"HEAT STRENb.GLASS i/8"HEAT STPZWO.GLASS -5/16"AIN SPACE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY t/8°HEAT 5TRFtN'D.GLASS HURRICANE ZONE(HVHZ). e .090'INTERLAYER .090"INTER8AYD2 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER c- BUTACITE PVB BY'OUPONT' SENTRYGLAS BY'DUPONT' 690"INTERLAYER LOADS TO THE STRUCTURE. 1/8'HEAT STREN'D.GLASS "IN NEAT STREN'O.CLASS BUTACDE I+VB BY'DUPONT' NCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS gill 1/8"HEAT STREN'0.LASS EMDEDIJENT TO BASE MATERIA.SHALL BE BEYOND WALL DRESSING OR STUCCO. SILICONE SILICONE ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE v CORNING 899 DOW CORNING 899 NOT PART OF 7HIS APPROVAL. n p. pp., a�.�.;.. F CE SCS 2000 m OE SCS 2000F DSILICONE ORY A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. q / 3 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT a m v o / COME INTO CONTACT WITH OTHER U1SSIMMATERIALS SHALL MEET 2 Tt� 22 m � ' IAR REQUIREMENTS OF THE FLORIDA SLOG.CODE SECTION 2003.8.4. q En7t:JAVAG AtgibA PROilUCT RBVISSO � 23 23 3 CARL RA PE pX2 8WrIIhl6ePlarf&L 10 10 '&,A!ic Q 31yBy' iwtDaW I $ 2 GLASS TYPE 'A' GLASS TYPE 'B' EDGE.SSPE GLASS TYPE `C' SETT BLOCKS AT IN UI_LAM.CASs }>'. mlisml Pra4ulCanuolr^+ drawing no. TO CLEAR BLOCKS .. _ F W09-12 GLAZING OPTIONS sheat ^of 7 . . ••. . . • ... .. .• • . . •. .. . . . • . • • . . . . . . ... . . . . ... r' DESION LOAD CAPACPTY-PSF(X0,OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF(XOX SrAES) • • • DMJN LOAD C PACITY - PSF(XOX SIZE) �!F W/O REINF. WPYR RffiNF. W/o nw. WIM REINF. • • •• • • 41/0 RTDNF. wn RIONF. CLAW TYPE GLASS TYPE CLASS TYPE CLASS TYPE CLA88 TYPE mm TYPE• • • LA89 '!� OLA88 TP" OASS'YYPE WINDOW DIMS. A' 'B' 'C' WINDOW DW. 'A' 'B' 'C' • • WINDtiW DI . A 'A 'S' 'C' z mm t1E1oNr A Exr.(+)(,-JT--A-) EXT.(+) eiT.(-) Exr.(+) INU-) WIDTH HEIGHT A ExT.(+) 94r.{-) EX 4o w4-) -4+) 90'.- •• !*) 80.(•) Exi(+) 26-1/2' 4 70.0 MO 80A 90A 70.0 80.0 74" 28, 9 70.0 80.0 80.0 90.0 70.0 80.0 74• 26. 9 70.0 80.0 SOA 90A 70.0 80.0 1�" aT 3Y 26• 4 70.0 80.0 80.0 90.0 70.0 80.0 108-1/4• (3) 12 70.0 80.0 80A 90.0 70.0 804 108•-1/4• (3) 12 70.0 80.0 80.0 904 70.0 80.0 53-1/8' (3) 6 70.0 80.0 80.0 WO 70.0 80.0 111" 12 70.0 80.0 MO 904 70.0 80.0 00 4111•0 70.0 80.0 804 9a0 70.0 80.0 74' B 70.0 80.0 80.0 9a0 794 80.0 74• 9 704 604 80.0 904 70.0 801.0 0 1 •74• -a a 700 604 80.0 MO 70.0 804 a 3S-3/8- 28-1/Y 4 70A 80.0 80.0 80A 70.0 BOA 106-1/4' 12 70.0 80.0 89.0 90.0 70.0 80.0 • lop-41. • - -• 80.0 90.0 70.0 BOA 37• 38-3/9• a 70.0 SA 80.0 90.0 70.0 �.0 111' {3) tz 70.0 SMO 80.o 9oA 70.0 80.0 •• •111 • 92 - - 80.0 90.0 70.0 80.0 53-1/6' (3) 8 � 70.9 80.0 89.0 90.0 704 804 74• 9 70.0 solo 80.0 90.0 70A 80.0 74' '•�-/e 9 Tao $o.O 80.0 904 70.0 �.0 � so-5/e• 74' 8 70A 80.0 80.0 90.0 70.0 80.0 106-1/a` (<) rl 2 Toa 80.0 80.0 90.0 Tao 80.0 (4) laha 26-1/2• 4 70.0 80.0 8_0.0 90.0 70.0 80.0 111• 270.0 80.0 80.0 90.0 70.0 80.0 74" 63• W 9 70.0 70A 80.0 90.0 70A BOA 3Y 50-5/S" a 70.0 84.0 80.0 904 70.0 80.0 74• 9 70.0 MO 80.0 90.0 70.0 804 (5) 1 53-1/8• (4) 6 70A 80A 80.0 90.0 70.0 80.0 108-1/4' �5) 12 70.0 70.0 80.0 82.6 70.0 80.0 72' 9 70.0 80.0 804 90.0 70.0 80.0_ _ 74" 8 --70.0 80.0 80.0 90.0 70A 80.0 111" 12 70.0 70.0 80.0 80.4 70.0 80.0 84` 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2 4 70.0 Sao 80.0 90.0 704 80.0 72• 9 70.0 80.0 80.0 904 70.0 80.0 98" (2) 12 70.0 80.0 80.0 90.0 70.0 80A eeeiil 37• 8Y 4 ISMS 77.5 80.0 90.0 7" 80.0 84 24` 9 704 Sao 80.0 90.0 70.0 80.9 108• 12 70.0 80.0 804 9a0 70.0 80.0 53-1/8• (5) 6 70.0 70.0 80.0 90.0 70.0 800 98• (2) 12 70.0 60.0 80.0 90.0 70A Bao 72• 9 70.0 60.0 80.0 90.0 70.0 $0.0 t) o 7e' 8 70.0 70.0 80.0 Bao 70.0 80.0 1o• 12 70.0 80.0 80.0 90.0 70.0 80.0 84' 36` 9 70._0_ 80.0 80.0 90.0 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 7Y 9 70.0 80.0 80.0 90.0 704 $0.0 98` (3) 12 70.0 80.0 80.0 Sao 70.0 -baa 36` 4 70.0 80.0 MO 90.0 70.0 80.0 84" 38" 9 70.0 80.0_ 80.0 90.0 70A 80.0 108" - - 8a0 90.0 70.0 8a0 2i 48" (2) s 704 80.0 80.0 90.0 70.0 8D.0 98" (3) 12 704 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 80.0 Sao 904 70.0 80.0 ... 80` 6 70.0 80.0 80.0 90.0 70.0 80.0 low 12 70.0 80.0 80.0 90.0 704 80.0 84' (4 9 .0 70A SOA 90.0 70.0 _80.0 r 72• 8 70.0 80A 80.0 90.0 70.0 80A 72" 9 70.0 90.0 80A 90.0 70.0 80.0 98' 12 70.0 T0.0 80.0 90.0 T0.0 80.0 24• 4 704 80.0 80.0 9" 70.0 MO 8e` 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 72' 80` a0 36• 4 70.0 80A 89A 80.036" _ 70.0 89.0 86" (4) 12 Too 8a0 li9.0 90.0 70..4 8C.0 (5) 9 7oA 7oA eo4 Sao 70.0 �.0 3 n soa 8 - 80.0 - eoo - 0.0 80.0 108' t2 70.0 s0.o 0 9a0 70.0 90.0 A- No.OF ANCHORS PER HEAD&SILL 00 _ _._ _ 48• (3) 8 70.0 80.0 80.0 90A 7 704 80.0 72• 9 70.0 70.0 80.0 904 70.0 80.0 () m NO. OF ANCHORS PER JAMB Z 3 Ca. of 72 8 704 80.0 80.0 90.0 70.0 80.0 84" eo' 9 70.0 70.0 80.0 90.0 70.0 80.0 3 Z 24• 4 70.0 80.0 50.0 90A 70.0 80.0 96" (5) 12 704 70.0 8a0 90.0 70.0 80.0 Q 3g• 4 70.0 80A 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 80.0 87.8 70.0 89.048* V W 48' l4) 6 70.0 80.0 80.0 mo 704 80.0 A== NO. OF ANCHORS PER HEAD &SILL (1/4W) (1/2W) (1/4W) ( W°'T ' so" =670-.0 Bao 80.0 90.0 70.0 80.0 () = NO.OF ANCHORS PER JAMB �-----' 72` 8a0 80.0 90.0 70_.0 80.0 24` 4 70.0 80.0 eO.0 90.0 20.0 80.0 r 38• 4 70.0 80.0 804 1 90.0 TOA 80.0 46• 61f iw- -8 70.0 Tao W.0 90.0 70.0 80.0 (1/3W) (1/3am (1/3W) 80" 8 70.0 70.0 mo 90.0 70.0 80.0 ; 4 & 7Y 8 70.0 70.0 80A 878 70.0 80.0 + OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH C � A m NO.OF ANCHORS PER HEAD &SILL 'XOX' () = N0.OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NPT£: c• GLASS CAPACITIES ON THIS SHEET ARE s S 'XOX' BASED ON ASTM E1300-09 (3 SEC. GUSTS)AND FLOIDA o<m o DECLARATORY BUILING STATEMENT COMMISSION DCA05 DEC-219 gI Ems:4WAO WAVAD PRODUCTREVCNk ISED Fa R0. "70682 noftr tbeFloH6a g LEFT AND RIGHT VENTS TO BE OF EOUAL GLASS OLD WIDTHS CAN AccepamoeNa f!9 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE ax Dente 'XO OR OX' FOR WINDOWS WITH ADO-ON RISER AT FRAME SILL r�'il}q 1 Q ti}'#1 Syr• P1 �; �owtng no. FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF > SEE SHEET 4 FOR DETAIL. ' ., aF1•et of 7 • . .•. . . . •.. .. .. • . . .• .• . • . • . . . • • • . . . ... . . . . ... TYPICAL ANCHORS V TOY SEE ELEV.FOR SPACING, METAL TYPICAL ANCHORS • • • • • : Left ro P/ODD BUCK _ I STRUCTURE SEE ELEV.FOR SPACNG ••�_ •• • • • • q• c a`.e. •• MVa9-DARE COUNroAPPR01i0 • • • °4 ' e' 4 ' " _ MUlUON&MIAUOT•ANCH • ' • O . .s• p.° .° a d° ° °•. SEE SEPARATE NOTA•• 00, •• ••• ••• •• ;� ... • • • .. O 3 • . • • • •• . • SEE ELEV.FORSPACING 'TYPICAL SEE ELEV ANCHORS SPACING s WOW BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. r j )VERPHOLBS: TYPICAL ANCHORS: SEE ELEV.FOR SPACM W1 3/8" X 2-1/4" WE£PHgLES AT EACH ENO 1/4" DIA. TAPCON BY 'Inx 01m12o NSI,Fy=92`sT) AND 37" O.C. MAX. 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 N9,Fy=155 KSQ O SEALANT: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD o a x ALL JOINTS AND FRAME CONNECTIONS SEALED WITH c JOINT SEALER. THRU 1BY BUCKS INTO CONC. OR MASONRY O oM n 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z�mS DIRECTLY INTO CONC. OR MASONRY 'y z 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY m v 3 #14 SMS OR SELF DRILLING.SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) S (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) c i to t4 t5,e INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) 1 1 E (NO SHIM SPACE) 2 I r TYPICAL EDGE DISTANCE t8 a INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. is h •' a INTO METAL STRUCTURE = 3/4" MIN. - I j DI v CONCRETE AT HEAD, SIU.OR JAMBS re =3000 PSI MIN. e I • C-20 HOLLOW/FAM BLOCK AT JAMS I m= 2000 PSI MIN. E.S.JAVAD PRODUCT REVISED q_ t FLA.PE f 70592 $�P1 Co&the Flattdd .!- . .. '�-,..,..� CAN.S b ° A a} ,.� ••q ' .o. _o". .". ptattce •d $ I TYPICAL ANCHORS TM P' .. i '•TYPICAL AW*ORS ;•, by ` . , •°a FOR SPACING v. Imo, �a+aswc Gu�,i;'.;?`;�• ;..!i!' Miam, wood e,N2c J t CoMmt drawing no. •' wt « W09-12 sheat 3 of 7 • . .•. • • . ... .. •. • • • % .• . . . • . • • . . . . • . ... . • . . ... 1/4•MAX.SHIM wx s F • . . . • ... FOR Z $ 000 000 000 0 Soo 0 TVPM ANNUS SEE ELEv. °. FOR SPAM Y8 •• • • • •• ••• •• •• • • • • • • • • �y 0 ' ••• • • • • •• • METAL , �- .._....,.....--- o . . . . . • • • • SIRLICTURE 'd •• . • • • • *00 •• Ip 20 i�ri vv 4 STEEL REINFOWNGs 1, 1 " > IlWOOD aySUCKSiL r- AS REOD. T g 1.1 SEE SHEET 2 FOR CAPACITY W=OW VADTH XO t.AY0 - � ANCHORS 'EELLEV.F SPACING Qm 1/4,MAX VENT WIDTH VENT VADTH � .. 'SHIMS 5HIM DA.OPG. D.L.OPO. � • TYPICAL ANCHORS 2 S � -LFMR ELEV. PACING I]F7 -9:Auj""-, 00 VAXX) SCREEN -- OPT �° • O. _--SCREEN OPT ---- WOOD 7 6 i8Y 4 It T2 D.L.Opel STEEL REWORCING - wow guam AS REOD. EXTERIOR SEE SET 2 FOR CAPACITY TTINDOW MOTH XOX LAYOU9 0 333 Ell MV+MI-DADE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA rscr ELLv.FOR SPACING m goEs' c m o 0 Enr. AwAo pRODUCTROVISE @TOilda FLA PE//7 3338.58?CK ...4dYi8 Witham a � .N. � CA �N- O Ati mei Ld;rowingno. we=WfOTH WINDOW WIDTHf 7 •• •• • • • •• •• • • • • • • • • • • • ••• • • • • ••• p--2.750 +1.014 17BM PARI'$ QUANTITY DESCRIPTION MATERIAL MANY./SUPPL1EIVREMASXII �4 v 0. I FY201 • +• 8083-T8 7i 3/18' 2 FY202 1• /RAME ft • • • • "W-T8 - t --.5((00 .7 1" 3 FY203 1• SILL -78 - Z i 4 4 F(205 fAS 4".. UOV E JAMB ••• 40831-T8 -5 FY101 AS REOD FDMD FRAME JAMS 8063-T8.06F2 8 6 FY104 t/VENT FOU MM RAO. 6063-TB -3.249 12 tt 7 M05 t�6v% Nm 8083-T8 8 FY206 YEt4!• "SIRE • • • • 8063-T8 n Ue VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 - M07 2J 6063-Te - .ata 10 FY105 R£of! ti1A""(Lft SFASS) 6083-T8 - �I 2.095 .130 IDA FYI 10 AS READ. GtAZ ( UL. 6063-T8 1.230 I 11 - AS REOD. RM*VRCING BAR STEEL 6 1.140 t.810 .719- A .04y3 12 - AS RE00. RE9tlFORC94f.BAR STEEL - d1 Ot FRAME HEAD j_ 13 FY204 AS RMOD. ADO-ON SILL RISER 6063-T8 USE AS REOD. gg 2.246 - 1� t4 FY208 4/VENT ROLLER HOUSING&GUIDE - CELCON ......... L' 1.140 1047 15 FY209 2/VENT ROLLER MASS -_...._...__..._. __.__.__ .062 1.1401.850 2 t0 GLAZING BEADS i8 FY210 2/VENT ROLLER PW ST.STEEL - - 17 #8 X Y AS REDO. FRAME/VEM7 ASSEMBLY SCREWS CRS P.H.SNS 1.344 t8 BB x 3' 2/VENT FOL PAL SILL SCREWS(SILL ENO) CRS P.H.SMS U 19 W23181 AS REOD. FN SEAL W STRIPPWO - ULTRAFAB ��- �8 JAMB STILE 20 0300TI90 AS REOD. BULB SEAL O-LON SCHLEGEL 21 E207 AS REOD. SULS SEAL 54NTPREW ULTRAFAB.DiMOMETER 65*5 W TAM 2.063 22 E203 REOD. GLAZ=BEAD 8M SAWOPRENE ULTRAFAB.DUROMETER� g f 3.876 1.250 f 23 FLS-50 AS REOD. GLASS SPACER _ SILICONE FPMK LONE .078 2.501 24 2203P 2/VENT SWEEP LATt2I SUUJ"dASSO._....-. W 25 $8 X 1/8' 2/LATCH LATCH INET.SCREW ST.STEEL OH SFAS 444!!!N W ,.140 1.340 26 WAn 2/WOW. WEEP VALVE -- - PREFERR£0 ENG.PRODUCTS "=0 .002 27 - 1J VENT _s/18'SOX SCREEN - OPTO*L go" t 28 FY120 - RUSII FRAME ADAPTER eo83-T8 OP710NAL Z_-moi 1.344- 29 2/LYTE I SETTING ST= EPOM ITER 75*5 SHORE 2.750- 7O MEETING RAIL U t Q v FRAME SILL W°' 2.188--�{ n 1,314� `I P 250 1 1.422 5t p .340 -7 .082 ttt555 0 8 .082 � 1.375 C q3 U3 SILL TRACK $ U FIXED MTG. RAIL .500t.187� .730T- c e d A62 2.750 2.812 2b12 2.750 E^ PRGDUCFREVLSBD 2..06 CNA. 062 L g X2 uw &wit6theph"&OMW Daft y� Acceptmxv Me .500 .,.:} } (! / t x 1•..*�� 1 L 4vJ l�y ��. J_ T drawing no. 974 .989 h Munni Ptdect �' I • 1.6871699 2,611- ! / W09-12 �4 MOV. FRAME JAMB O5 FIXED FRAME JAMB ® FLUSH FRAME ADAPTER y sheat 6 of 7 f . . .... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 67) • • . ... z r . .:. .:. '.' .:. : Z • ..• • • •• •• •• • • • • • • • • k( P • • • • • • • • • VV h$$` }� JU FRAME TOP CORNER J ZW TOPZ80TTOM CORNE101 RS Flo 17 O oM Z �+` O� Uw Wa�z � �o�o^ g t; C<m u o Eng:JAVMf AWM PRODUCTRftVM CWJL es tonryAYtr�wUh"plod& FRAME WHOM CORNER �.�7Q592 8�didiugCodo g ia�t t•.:'u ! -�n.�l?, MA i dmV�ieg no. {. W09-12 FIXED MTG. RAIL CORNER sheet 7 of 7 a John P. Thompson, Jr. P.E. Project# : 1 1014 Date: I I/OG/14 512 North Luna Court Kawachika Residence Opening Pressures Hollywood, Florida, 33021 179 NE 94th Street (954)494-0956 PE#32703 Miami Shores, FL page I of I Budding Forces: ( Buildings with h < GO ft. per A5CE 7-10) Risk Category = 11 Basic Wind 5peed, V = 175 mph Exposure = C h, mean roof height, ft. < 15A5D factor = O.G G = 0.85 Kh = 0.85 Kzt = 1 .00 enclosed GCpi = 0.18 Kd = 0.85 alh = (.0025G)(Kh)(Kzt)(Kd)(V2) = 5G.G psf LRFD ajz = (.0025G)(Kz)(Kzt)(Kd)(V2) = 5G.G psf LRFD Components and Claddma: (per A5CE 7-10 ) end zone, a, ft. = 5 Ne ative, A5D Positive, A5D Window/Door Openings : Interior Zone, (4) End Zone, (5) Zones, (4)and (5) MK. Size. inches Effective G-Cg P.r GC-r- P,psf CQC� P psf width hem Area, ft' 1 1 1 1 .0 G3.0 48.G -0.98 -39.4 -I .I G -45.4 0.88 35.9 001 3G.0 80.0 20.0 -1 .05 -41.7 -1 .29 -50.0 0.95 38.2 • • • • • 6666•• 6666•. 666.6. • 6060•• • • 0•.• 6 .6066• • •• • .6666 • •• • 6 • • 6 6 s•6• • 066.0 ••666• • • � •6666• • 6 • 0060 6666• • •6••