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WS-16-3227 Permit NO. WS-11-16-3227 RAS`? Miami Shores Village M Permit Type.Windows(Shutters 10050 N.E.2nd Avenue NE I Work Classification:Door Replacement Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795Per -2204 F�ORIOp' Issue Date: 12/112016 Expiration: 05/30/2017 Project Address Parcel Number Applicant 670 NE 93 Street 1132060141510 MARLENE ECHEVERRIA Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell MARLENE ECHEVERRIA 670 NE 93 Street MIAMI SHORES FL 33138- 670 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 HOME OWNER Total Sq Feet: 0 Type of Work:REPLACING PATIO DOORS Available Inspections: No of Openings: 1 Inspection Type: Additional Info:REPLACING PATIO DOORS Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due ]AnPay Date Pay Type Amt Paid Amt Due CCF Invoice# WS-11-16-62190 DBPR Fee 12/01/2016 Check#:1062 $ 126.20 $0.00 DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: 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 oning. F thermore, I authorize the above-named contractor to do the work stated. December 01, 2016 A horized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 01,2016 1 •w Miami Shores Village Nav �e�s Building Department BY, 4L--� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 �^ INSPECTION LINE PHONE NUMBER:(305)762-4949 J FBC 2011 ( BUILDING Master Permit No. VJ S 3 Z Z:�' PERMIT APPLICATION Sub Permit No. ©BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: c7 O-C_ 9 5�— Cit : Miami Shores County: R-AMiami Dade Zip: 1 �� Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type:Od[�Of Load: Construction Type:: Flood Zone: BFE: FFE: OWNER: Name(FeeSimple Titleholder): Ma(6 0 u[ te . vc ` a(�� Phone#: L,05t q 5�50 Address:_ _ rl6 I ) S p City: f�,��r. �(US State: `57 ` Zip: Tenant/Lessee Name: Phone#: Email: UW�1je� mD ;( -C CONTRACTOR:Company Name: ow(ur Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ��� Square/Linear Footage of Work: Type of Work: ❑ Addition'` i❑ Alteration 1 ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 0, C-� 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) J 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 tha work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards o ws 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 on 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 rck J9((I L. Si>fore OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this g instrument was acknowledged before me this f day of i,b\R.wllvc,, 20 byay N�1rCw� ac / 20 fG by MC, Y— t ln-L C-1krVCif{K.�vho is personally known to 1=C1^ tvvt who is personally known to me or who has produced E Z L(. -5`t{ -S3` *Ll-o as me or who has produced C f G-5-L 4 - 5 "S -XZq-ap identification and who did take an oath. identification and who did take an h. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: V `�5 V Print: Seal: Seal: NOEMI VIZOSO MY COMMISSION#FF974975 '407,1398-0153 FII G�No1a 6ervlos.00m APPROVED BY Plans Examiner Zoning Ni,E Structural Review Clerk (Revised02/24/2014) �5�°_ Miami Shores Village Building Department 10050 N.E.2nd Avenue �toRmp► Miami Shores, Florida 33138 Tel:(305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: 1 Cr 619- c i,1Z(��(2_ DATE: 1I - Z� • -Zot G ADDRESS: Gq O fic � � S7 j a.�,,t� 3�/'� , 1. 33►�8 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 Pli 2. 1 understand that building permits are not required to be signed by a property owner unless he ors a is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits nd contracts. Initial 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 S. I 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 bI nt cµ,nounty or municipal ordinance. y('yly 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.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 1 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. IL 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 Initial_ 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the 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 w _ 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 permittingagencyis required when the permit is issued. Was acknowledged before me this day of ! 0()",9. , 20 By_it-i�Y�c►� ECS -P_ye,.y, &_ who was personally known to me or who has Produced there License or %21 c v as identification. 1(i j," 'C----- OWNER NOTARY •'t%: NOEMI VIZOSO Pik •': MY COMMISSION#FF974975 o„ r EXPIRES March 24,2020 (407)39&0153 FbndaN rvke.com S�IOREs G Miamishores Village �i Building Department al 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 ORIDp Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection, prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type, edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: ail �` "c� I 1 2 I " c ( CS'JA Qualifier/Owner Signature Date Print Name x NdV 2 2016 �. a �= C> N9it+,ii Shares Village APPROVED BY DATE ZONING DEPT � BLDG DF V )',11111 (A%C;F WITH ALL FFF)FnAL All ,11111C(I'' AND 13FC 1 .. ... . . . . . .. .. ... .. . . . .. rr le .. . . . . .. .. .. . . . . . ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . MIAMI-DIADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov&conomv AWP Windows and Doors,LLC 8130 NW 74"'Ave Medley,FL 33166 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 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. 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 Zone. DESCRIPTION: Series"La Francais"Aluminum Outswing French Doors w/wo sidelites APPROVAL DOCUMENT:Drawing No.W97-18 Rev M,titled"Series"LA FRANCIAS"Alum French Doo w/ sidelite(N.I.)",sheets 1 through I 1 of 11, dated 04/15/16,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: None.Approved Hurricane Protection Devices,complying w/FBC,as applicable are required. Limitations: 1. Lower design pressure of doors or sidelite shall control when mulled together. See applicable jamb OC spacing requirement in sheet 2.The max OC anchor at sidelite jamb over 42"wide sidelite must not exceed=14". 2. Wedge gasket item# 13 (YH-621)is Teknor Apex Co's mat'l(Apex-3174)by Meltpoint Plastic,Inc. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series . and following statement: "Miami-Dade County Product Control Approved",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 a$veNsiAg lite%tute; lf•dhy portion of the NOA is displayed, then it shall be done in its entirety. •• • • • • :,14 - . . . . . . . INSPECTION:A copy of this entire 9(5A s' il;6r0ide'd tb ft 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&renews NOA#.1`)x0UW.32.%hd dilt$ists tf thiswage 1 and evidence pages E-1 &E-2,as well as approval document mentioned etove. • V. .• . The submitted documentation was ret weJ by IsWq Lt hanW,P.r NOA No.15-0818.08 MIAMFDADE COUNTY • Expiration Date: July 22,2021 • • Approval Date: May 12,2016 . . Page 1 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections(See files below) 2. Drawing No.W97-18 Rev M,titled"Series"LA FRANCIAS"Alum French Doo w/sidelite(N.I.)", sheets 1 through 14 of 11, dated 04/15/16,prepared by AL-Farooq Corporation,signed-and sealed by Javad Ahmad,P.R. 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)Forced Entry Test,per FBC 3603.2 (b) and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum French door w/sidelites,OXXO configuration,prepared by Fenestration Testing Laboratory,Test Report No. FTL8230,dated 08/28/15 signed and sealed by Idalmis Ortega,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 3603.2 (b) and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum French door w/sidelites, OXXO configuration,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI 04-1402,dtd 09/17/04 signed and sealed by Ivonne Ghia,P.E. (Submitted under files#12-0118.32/#11-0222.02,#10-0518.07&#09-0316.06) 3. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test, Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 - 4)Forced Entry Test,per SFBC 3603.2 (b)and PA 202-94 along with installation diagram of an aluminum outswing French entrance door w/sidelites prepared.by Fenestration Testing Laboratory,Inc,Test Report No.FTL-1659,dated June 18, 1997,reissued on 6/11/98,signed and sealed by late Gilbert Diamond,P.E. (Submitted under previous NOA #97-0815.09/05-0426.03, under Yale Ogron Mfg. Co.) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014(5' Edition),prepared by Al Farooq Corporation,dated 09/15/15,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTN4B-1300-02,-04 &-09. D. QUALITY ASSURANCE .. ... . . 1. Miami Dade Department of,-Regi114tory a$dEdo]ioMic Resources(RER). .. ... .. . . . .. ... .. ... ... ... Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 15-0818.08 Expiration Date: July 22,2021 Approval Date: May 12,2016 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . AWP Windows and Doors.LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS Technical material properties data sheet from Tekno Apex Co's APEX-3174,flexible PVC per ASTMD-2240,ASTMD638 and ASTMD224006-03-09. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`Edition)and"No Financial interest", prepared by AI-Farooq Corporation,dated 09/09/15,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of compliance, as part of the above referenced test reports. 3. Sales agreement between AWP,LLC(Acquiror)and Arch Aluminum&Glass Enterprise, a Delaware Corp (Asset Seller) dated MAR 20,2014, signed by Paul Schmitz,President and Tim Morris Jr.,President,respectively. 4. Statement letter dated April 20,2015,issued by Trulite Window&Door Solution,LLC, stating Trulite has legally sold to AWP Windows and Doors,LLC, all the NOA(s)per schedule A and gave-up all rights to NOA(s)and request.to rescind all NOA(s)under Trulite, signed by Kevin Barret,CFO (Trulite). 5. Statement letter dated July 15,2014 requesting name change from Trulite windows and doors solution,LLC to AWP windows and Doors,LLC, signed by Gerardo Beros,Director of Engineering(AWP). 6. Statement letter dazed 03/15/12 issued by Melt Plastic Int'1. Inc,conforming of flexible PVC raw material being Teknor Apex-3174 for manufacturing of Trulite's gaskets YH-621 &YH- 4004, signed by John Bravo(submitted under files#12-0118.32/#11-0222.02) 7. Asset purchase agreement dated 11/01/06 among AWP,LLC(Buyer) and Yale Ogron Windows& Door Inc.(seller),signed by Leon J. Silverstein and Manny Valladares, respectively(submitted under#12-0118.32/#11-0222.02). G. OTHER 1. This NOA revises&renews NOA#12-0118.32,expiring on July 22,2021. 2. Test proposal#13-0708-R dated July 25,2013 and dated 0.644-00, 09-20-01 and 11-06-07,approved by BCCO . .. . • . . :00: . • •�� •0 •• ••� 0•� haq 1.Chanda,P.E. • • : Product Control Examiner •• • •:00 NOA No.15-0818.08 • Expiration Date: July 22,2021 Approval Date: May 12,2016 ••• . •Ergs ••• . . . . . . . . . . . .. .. . . . .. .. ... 0 ... . 37 1/2"MAX. 72'MAX. ��u FRAME WIDTH FRAME WIDTH (6)ANCHORS AT MTG. STILE ENDS 12' -� n 12'MAX. HEAD/SILL MAX. Z e�R HEAD AT 3"O.C. MAX. HEADS LL f1 SILL HEAD/SILL A - SILL CORNERS CORNERS p S [y U N 1 t�F- 1R // D LOCK OPRO(JS -(OPTION 1 SHO ) I, )y SEE SH 4 NI FYI I FYI FOR RIPTIO �n 01 GLASS D.L.O. DIMS. (MONOLITHIC GLASS) ^ M o - i ^ '::'� n-4 �i a D.L.O. HEIGHT (DOOR) - FRAME HEIGHT - 11' m O.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.750" \ LOCK OPTIONS \__JL___ 00 / D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20.5")/2 '-- 11 OR 12 X-1--- / •• •• \ii I I (OPTION 12 SHOWN) \, / 3 gOIRAS SHEET 4 GLASS.O.L.O. :("LI.ATING GLASS)•• n j FOR DESCRIPTION / •O.E.E!HEIGHT (DOOR) = FRAME HEIGHT - 42.375" =-r:�- Z D.L.O. WIDTH (4ggp V• FRAME MOTH P13.187' ii I•OJ.G.•WIDTH (XX•DO�Rg= (FRAI/E WIDTH•r- 23.375")/2 i LEAF HEIGHT = FR*AE HEIGHT -B.S�••• i 4 • IDTH X FRAME W 875 ACTIVE ACTIVE INACTIVE o I. •1FiPFi ( QDGRSI= 1PZH i ? C LEAF WIDTH (Xx DOORS)e= (FRAMs WIDlili - 2.750")/2 SURFACE APPLIED SURFACE APPLIED \� Z 3 4,0 •••• •• • •••••0000•00 FALSE MUNRN m FALSE M LNTIN - m r3 Z 7 • MAY BE USED 2S 3/4' MAX. MAY I, USED [15-2/1-PMAX. 4 +S• • • • • OLOG. 'O 3 � QaO � •••••• 34 5/8' MAX. 34 5/8'WVI. , • • • 0::::. LEAF WIDTH LEAF WIDTH ••�>iAlriS 'LA FRANCAI6' ••i••• •JLUMINUM =RCR 3IOOR TU SAES SINGLE LEAF DOOR DUAL LEAF DOOR •[Ppp��gvAL APPLIES TO SI CLE (X)•AU&DOLI�LE (XX) LEAF DOORS ( X ) ( XX ) •• ,O OR WITHOQT•SI1S. DOOR OPTIONS = SIDE LITES CAN of ON QNE OR BOTH SIDES OF DOOR. ° SEE SHEET 3 FOR DESIGN LOAD CAPACITIES. c DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION s RESISTANCE IS REQUIRED. IItOD11C f REVISED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE N�p1T�wKYthe FlorWa MONOLITHIC GLASS o g REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE Aeegl�.eeNe p D_$ INSULATING GLASS g 5 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). F-�"m Oafe 1 =) NON IMPACT F g--.x 1 B OR 20Y WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY I I^ l ti TO TRANSFER LOADS TO THE STRUCTURE. e lMl rr•hxt control 11111111 111 1 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ��� AN, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOORS NOT RATED FOR IMPACT. ` Pv�•• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE $NOT PART OF THIS APPROVAL. USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES `yl A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. COMPLYING WITH HVHZ REQUIREMENTS. _ INSTALLATION*F THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. • y'( OF , � drowing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT •'•• AAO ►.,, W97_' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE S .......... REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. S�ONAL 1 11 111111 sheet 1 of 11 i (6)ANCHORS (6)ANCHORS AT MULLION ENDS AT MTG. STILE ENDS AT MULLION ENOS-\ HEAD/SILL HEAD/SILL 36 7/8"MAX. 144 1/8"MAX. AT Y O.C. MAX. Z FRAME WIDTH OVER�FRAIIE"DTII ry 12" 6• 12" F 6"MAX. MAX. 6"MAX. MAX• HEAD/SILL NEAO HEAD/SILL HEAD CORNERS F Slll CORNERS F ---- A - - SILL Qi g� NWu it I' / I \ IsN►� n QQ qq II I 1 \ W 1 -----11---- /II I LOC.0 2 S OPTgN 2 SN ) g �- II 11 1 SEE SHEET 4 FOR D IfSdRIPFI \ __ a i� p W II •• 110 00 0000 110 0 1 • II • __R L10 • • 0 8 11 1 M N 00 0 I10 � • G 11 \ 1 / � 8n 1 L•4 1 w• • • ACTIVE T . INACTIVE i Z 3 90600RFACE APPLIED 32 �••• of=•• FALSE MUNIa: 33 7/8" - '2,5 1/2"MAX. %`----- Zd rt O W MAY BE USED• •• D.L. OP*.••• e 8D.L. Q ai a •••s• O.L. OPG. O.L.OPG. O i f --:--o 0•0•• 34 5/8"MAX. • •••t• • •0000• LEAF DTH • 066000 SIiRoaucraewasa • NGLE SiDFl.ITE• TESTED UN • IT blddlgC•V _ •••• • e ArcWae4e Ns 1 O81 •08 0:0.0: ( O ) ( OXXO ) EyhMy a.0 ZI � • OX. X0, OXX OR XXO(4 PANELS OR LESS) CONFIGURATIONS ALSO QUALIFY 691/ 1 ` 111' ppw iwMRl con" tl GLASS D.L.O. DIMS. (MONOLITHIC/INSULATING GLASS) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 95.83 SQ. FT. PER FBC 2014 D.L.O. HEIGHT (SIDELITE) FRAME HEIGHT - 4.250" coo - D.L.O. WIDTH (SIDELITE) m FRAME WIDTH - 4.250" o a g H 0111- .a `1 1 ♦ ............ VV�i OF drawing no. • " e, .♦ W97-18 i CONALy or t 1 I7 II 111 sheet CHART 'A' CHART 'H' SIDELIT W.. DOORS WITHOUT STDE1lTE3 STATIONARY PANEI,(0) OR DOORS WITH SIDEIITPS F DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF n 3/16"TEMP.CLASS 1/4"TEMP. CLASS Z FRAME HEIGHT LEAF HEIGHT FRAME WIDTH LEAF MOTH 5/8"INSUL. CLASS FRAME HEIGHT DOOR WIDTH SIOELRE WIDTH 5/8" INSUL. GLASS LACHES INCHES INCHES INCHES EXT.(+) INT. (-) �y INCHES INCHES INCHES EXT.(+) INT,(-) 83-3/4 Bi-1/4 31-1/2(X) 60(XX) 28-5/8 70.0 96.0 - 30 70.0 100.9 = 37-1/2(X) 72(XX) 34-5/8 70.0 80.0 _ 36 70.0 92.7 W fffGGG 8 31-1/2(X) 60(XX) 28-5/8 70.0 84.0 # 42 60.0 60.0 95-3/4 93-1/4 79-3/4 p 37-1/2(X) 72(XX) 34-5/8 70.0 70.0 30 70.0 84.0 36 70.0 84.0 c 42 60.0 60.0 31-1/2(X) 30 70.0 96.0 911.1 60(XX) 36 70.091.5 (0) 0 d & 83-3/4 37-1/2(X) JO 70.0 80.6 SINGLE SIDELITE FRAME WIDTH FRAME WIDTH 72 (XX) J6 70.0 80.0 DOOR W. SIDEUTE W. SIDELITE W. DOOR W. SIDELITE W. Z p� 31-1/2(X) 30 70.0 73.7 r A W. 95-3/4 60(XX) 36 67.6 67.6 M� / \ 37-1/2 (X) 30 67.6 67,6 / / \ 72 (XX) 36 82.5 82.5 C /j 0 • C 5: E �c 0 /ii i i ii' /icy .� U w r7 • /'ri% �i%\ HEIGHT FOR SINGLE SIDEUTES ONLY _ • % • • • j \•• •• \ / LL \\ \\ o R in LLJ ••• • Qa to • • • . . (x0)) (oxo) AMY ••�•• (X�• • ••••p1Yt) (OX) ^rn N • • • • • SIDELITE W. DOOR WIDTH SIDEUTE W. DOOR WIDTH Z�'• •••• NOTE: • •• •••• I----� F A 3 •EGRESS REQUIREMENTS TO Ob liWfiWED 0 � F O_n o •••••BY BUILDING OFFICIAL. •• ••• I SIDELITE WIDTH / \ / \ Q'b m • •••••• (0) EXTERIOR C H • • • • •• H I /i E \\ H I //E \\ ••••• • ••• • /i,• ri\ ii /ii• \ r6 r• rr yr rr n i SIDELITE WIDTH MAX. DOOR WIDTH 37-1/2" 1 ItH EXTERIOR (X) (OXX) (OXXO) • e: (XXO) PROD(JLf REVIVED o-�n• a cop"w8\1k Rod& 4•w8es Code0 g h $ AccW&A"No ^O t •d$ • S E h ��� t prA4 roduelCaded 111 I1 177, SIDELITE WIDTH MAX.DOOR WIDTH 72" �� A)f,y EXTERIORlow ji ( ) `� 13O�8F'••, $ n NOTE: `T} ;{r ➢ a FOR DOORS CAPACITIES SEE CHART 'A' NOTE: GLASS CAPACITIES ON THIS SHEET ARE y����b•�c drawing no. FOR SIDELITE CAPACITIES SEE CHART V. 7E OF BASED ON ASTM E1300-04 (3 SEC. GUSTS) W97_18 LOWER VALUES FROM DOOR OR SIDELITE CHARTAND nmg4•' DECLARATORY STATEMENT DCA05LORIDA BUILDING IDEC-219 '' �IhI4' ` WILL APPLY TO ENTIRE SYSTEM. E 1 u 1111111 sheet 3 of�1� r' a. LOCKS; 1/4"TEMP. CLASS �V OPTION 111: OPTION /2: 3/16'TEMP. GLASS ACTIVE LEAF: ACTIVE LEAF: Z SURFACE MOUNT DEAD BOLT LOCK SURFACE MOUNT METALLIC 4 POINT LOCK SYSTEM m m AT 42-1/2"FROM BOTTOM, KEY OPERATED ON AT 36'FROM BOTTOM ? Er EXTERIOR AND THUMB TURN ON INTERIOR HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS 3 y gA 1 2 a FASTENED TO LOCK STILE WITH ENGAGING AT HEAD AND SILL �] (2) 12-28 X 2-1/4"ON MS KEY OPERATED ON EXTERIOR AND THUMB TURN ON 9 13 I I5 v 13 13 .v.. (2) 10-24 X 1/2'FH MS INTERIOR I C' SURFACE MOUNT METALLIC HANDLE AT 36"FROM HANDLE FASTENED TO LOCK STILE WITH I y BOTTOM, FASTENED TO LOCK STILE (2) 12-28 X 2'OH MS WITH (2) 8-32 X 1-1/4"PH MS. (2) #8 X 1-1/2"FH SMS I AND (2)8-24 X 1/2" FH MS SURFACE MOUNT METALLIC STRIKE PLATES FACING S pI SURFACE MOUNT METALLIC STRIKE PLATES FACING LOCK AT 36'FROM BOTTOM AT 1/4 POINTS ON LREScG LOCKS AT 35-1/4'AND 42-1/4" FROM BOTTOM FASTENED TO JAMB OR INACTIVE LOCK STILE WITH 7WIDER THAN 36"ONLY Q p FASTENED TO JAMB OR INACTIVE LOCK STILE WITH (3) 1/8"POP RIVETS O (2) 12-24 X 3/8" FH MS SURFACE MOUNT METALLIC KEEPERS AT SHOOT BOLT d & CONCEALED FLUSH BOLTS WITH MANUALLY OPERATED LOCATIONS FASTENED TO HEAD AND SILL WRH SIDELITE DOOR LEVERS MOUNTED ON STILE FACE, (2) 10-24 X 1/2"FH MS GLAZING DETAIL _ _ LOCATED AT 10-3/4'FROM TOP AND BOTTOM MONOLITHIC GLASS J L^ FASTENED TO LOCK STILE WITH I -TINE AF Q (2) 8-32 X 3/8'Fill MS CONCEALED FLUSH BOLTS WITH MANUALLY OPERATED SURFACE MOUNT METALLIC STRIKE PLATES LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE AT EACH FLUSH BOLT LOCATION LOCATED AT 10-3/4'FROM TOP AND BOTTOM -yI ' FASTENED TO FR&ME HfV AND SILL WITH FASTENED TO LOCK STILE WITH 1/8'TEMP.GLASS 1/8'TEMP. GLASS V (2) 10-24 X �(1 • (2) 8-32 X 3/8"FH MS /10 X 5/8'PH SMS AT 6"FROM ENOS AND • LEAF •••• •••• SURFACE MOUNT METALLIC STRIKE PLATES 12"O.C.AT HORIZONTALS 3/8'NR SPACE 3/8"AIR SPACE ••)YAG AT EACH FLUSH BOLT LOCATION DURASEAI.SPACER CONCEALED FLU${ (y H MANUAL&OPERI�ED FASTENED TO FRAME HEAD AND SILL WITH 21'O.C.AT VER71CAlS 1/8"TEMP.GLASS BY'QUANEX' 1/8'TEMP. GLASS •.LEVER$ MOUNTEQIT IASN FACE OF•LEAF STILJ (2) 10-24 X 1/2'FH MS Q •�,.j1ffC�1(�eD A7 10-3 4 FRO TOP AND•BOVOM • SILICONE SILICONE ,FASTENED TO LOCK JPUE WITH 000000 DOW CORNING 1199 = DOW CORNING 1199 • (2)8-32 X 3/8"FH MS GE SCS2800 N GE SCS2800 Q ••SE4ME MWNT1�AI�IE$TRINE PV�ES•••• N V]ml x� 'S 81 H FLUSH OC N m u m • ED TO EAD D SILL� •••• n 9 22 ^M a •.( •lQ-24 X 1/2•P1 MS• •••• 8 � m 110 X 1'PH SMS m • • •• •• • --�--- AT 3"FROM ENDS AND Z3 • ••• I I OURASEAL SPACER 15-3/4'O.C. MAX. Z • / / \••• • / i / I \ BY'OUANEX' Q n O • / I / I w 30 •4••✓ /i •�•• • / 1 \\ AT 1/4 POINTS ALL SIZES tQ a OD:2 • / • 0,60 • \ I 30 AT 1/4 POINTS ALL SIZES • > r%• • ;y • •✓% ii • % i j' ! SIDELITE DOOR ' • ••• ' GLAZING DETAIL \ \ • ¢ / \ I \ I / 5/8"OVERALL INSUL.. GLASS (1/8"T+ 3/8'NR + 1/8"T) c I 1 FRODUC F REVISED rcmE IWL N.�wc u" lyj.%mth sl,,florkk AtCtW#...r No_M- NOTE: 11"phAN6.141r__� y�I TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. 6>it.11t IM f11wIuCLCoand o og d ^$ I 9:''$� HINGES: OpTmN #j EXTRUDED 1/8"THK AND 7-1/2"LONG TWO-PART ALUMINUM BUTT HINGE(PART No. YH-650), THREE PER LEAF, 11-1/2"FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER UNE ANO70692 ' s h; h ONE AT MIDSPAN. - --OPTION #2 ATE OF drawing no. MANUFACTURER'S THREE-PART 7-1/2"LONG ALUMINUM HINGE ASSEMBLY(PART No. YH-658), ' ,RD►.;aG `` W97--18 THREE PER LEAF, 11-1/2"FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE AT MIDSPAN. ' '% O YAC. I/I II11 1 sheat 4 o111 TYPICAL ANCHORS IBY WOOD BUCK SEE ELEVATIONS (SEE SHEET 1) \ METAL ------------------- FOR SPACING ° 4 OGED i':" WOOD&ICK STRUCTURE Ii MIAMI-DADE COUNTY APPROVEDii 3/4'MIN. EDGE SEE SPEC II II THROW BOLT 3.HSI,CdNC. EDGE CTURE GIST. ( ) I I CLIPPED MULLION I I n PENETRATION � ,� * DIST SEE SEPARATE HOA I Z I py$p GONG. 0 a.: A - a N O 27 i i 14 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS mgt SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS Q8 FZ i B FOR SPACING FOR SPACING FOR SPACING FOR SPACING 8 a 12 � I @g O SA 5 'Jr'' 17 WOOD BUCKS AND METAL STRUCTURE NOT BY AWP 4z i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV.FOR SPACING a AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA. ULTRACON BY 'ELCQ (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) U fc THRU 16Y BUCKS INTO CONC. OR MASONRY r� • • c•o• • • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) • •t �i • f f • • c • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 3 O • • see •e 6:094 ••• • • DIRECTLY INTO CONC, OR MASONRY S g • • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) • •• •• 1-3/4" MIN. EMBED INTO CONCRETE (SILL) Z a� • 0E •f f•• •• •• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Q 4n I •s *Zoo i• • •• •• #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) n • ° O •� o 0• • • • INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/B") • fW • • •• • Z 3� • •• INTO METAL STRUCTURES S z • t W• •: •• STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) M a ALUMINUM 1/8" THK. MIN. (6063-T5 MIN") w • • •• • •• •• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) f • • • • • TYPICAL EDGE DISTANCE • • •• • • • INTO CONCRETE AND MASONRY = 2-1/2" MIN. •f•• • • • INTO WOOD STRUCTURE = 1' MIN. c�a �y INTO METAL STRUCTURE - 3/4' MIN. $ dl WOOD AT HEAD OR JAMBS SG - 0.55 MIN, g I I CONCRETE AT HEAD, SILL OR JAMBS Cc - 3000 PSI MIN. c 1 2'MIN C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. d SA 5 2. THROW BOLT '7 PENETRATION SEALANTS: 12 FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT Slll AND ALL A METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. u g v 8 14 © c' PRODUCFRBVIrAD 18 = ALTERNATE 1"W1.5 WillIk pbr46 " . •- I 28.3 K�I,frOF�C. ��.I ..3K�I.,&Of•(C. 'v DAc1r ndret Cuaeral u TYPICAL ANCHORS v v• TYPICAL ANCHORS OF drawing no. SEE ELEVATIONS EDGE DIST. SEE ELEVATIONS ,y yyg7-18 ALgT10A,i l� EDGE DIST. FOR SPACING FOR SPACING DOOR DETAILSONALE �� STI to T, sheet 5 of 11 g�•�2•zSIN=MU N3dt v'AU m 9ot1lf'f92o' -e9ara-te(soe '3 '92*.root HM,I •"adMVa L60C 1 NNot"NUM t•tr (SW oace-rsiz -M 99l££ '-U %0103N 03fVL 3m '!W Ness 'Ari) stissvalao-u,l"w 3Ad H14L MN 0£l8 stx;aaos ad AM •"q' � cm ou 31r3s-Auaa ias+ s 09e 011 'SM004 aNV SMOONIM dMV MAM 3m 1N3wdt773A30 latlooldd'v 5!l33PdIDN3ou C j3 u e NOLLVUOdMOO a0OW--T/ (TN)53 rom/M m 42m mw saw Yl,Lao uol uosa :suolslna3 �� 7 � t8-s0-ao lop o �i `t``tU�Il tt�►I � � z Cat ...�_•. ---$ O W N w J Q',Q X00 0 'Y vt O ''• . m �- •0 1 g o ,e +� wo o G�' a/,�l NtL NaMe U p <W .4 .OQtOo P� u rWd' O�ONO Y O W I W I O I < UI Y ^ Z 0' < nZGNsryU 0 YO �,,u 0.. �O rn, N G=W n O N \vN� '1 O I IJ W = W W s z ty O nN Z O� � i Q > O y I a tit. r O v _ O 3 t ov 0 W F W � a < I I U t i 1 I I a N •• •• • • • • • •• N JK K�Z 'tslo NKytZ' o3903 �Wa '1SI0 3.90 J ••• • • • ••• • • a TYPICAL ANCHORS SEE ELEVATIONS 1 FOR SPACING EDGE DISI. z s''' �:. a• i 1/4'MAX. O 1/4'MAX. 3 y ' K91 CONC. H 1 to SHIM TYPICAL ANCHORS 'yx4j CL 7YP1CAl ANCHORS FOR SPACING `V- v SEE ELEV. 0,. SEE ELEV.FOR SPACING 11 W F = a _ to Qr a � �4 & .�pu 16 98 9 9Wf EXTERIOR > 2 METAL D.L. OPG. =t STRUCTURE ley WOOD BUCK H] SIDELITE FRAME WIDTH aM5S2 1 n • MtUDIrCf RF.VIf6° ,,4 O0 n Mcaral+lyle'tril6 tkc Fbrlda 22aii p '� • • ••• •• •• ¢hrdinF Ca4f W • •• • • • AcctVlasce No�r�D6/�1 • • •�•••• • li�pks!Wr Drrlt��,(jl Z Q • •4 • a ri • • 1/4'MAX Q�rO •�' W• SHIM .' O O C•t•Id r M N 4 4 o c 1 to 2 20 Z 3�` •W • • p 999 6 5 •• • •• • � 9• 11 � n� • • w •• • •• • I 9069 ro0c . • •• • • t • TYPICAL ANCHORS y •'. ••••• SEE E - - c •••• • FOR SPACING F7E • I • 609• • • • • � • .� O g 9 9 • • i D.L. OPG. c i EXTERIOR o a I j V SIDEUTE WIDTH -MAX,"_DOOR FRAME WIDTH SINGLE(X) . 37-1/2' 9A 9 DOUBLE(XX) 72' �• 11 1 to UNIT FRAME WIDTH O � r G . 8 .3 KS`!61NC! .7 ° •EDGE DIST. TYPICAL ANCHORSSEE FOR SP CINGNS SIDELITE DETAILS y' drawln no. SIDELITE UNITS 0R1D�',,pp`; W97-18 SIDELITE WITH DOOR DETAILS �ONAI���` I1111� shee_t7=-fl ITEM / PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS ��� 1 YE-8098 1 SIOELRE FRAME HEAD/SILL/JAMB 6063-T6 - i IA YE-809 1 ALT. SIDELITE FRAME HEAD/SILL/JAMB 6063-T6 - 2 YE-832 1 DOOR FRAME HEAD/JAMB 6063-TB - 08 2A YE-804 1 ALT. DOOR FRAME HEAD 6063-T6 28 YE-811 I ALT. DOOR FRAME JAMB 6063-T6 - v o 3 YE-810 1 DOOR FRAME SILL 6063-T6 - 3A YE-840 1 ALT. DOOR FRAME SILL 0063-T6 - at W 4 YE-8088 AS REOD. SIDEUTE JAMB 6063-T6 - 4A YE-808 AS REDD. ALT. SIOELITE JAMB 6063-T6 - 5 YE-801 2/ LEAF TOP AND BOTTOM RAIL 6063-T8 5A YE-BO1B 2/ LEAF ALT.TOP AND BOTTOM RAIL 6063-T5 - 0 eyj�I r 6 YE-803 1/ LEAF HINGE STILE 6063-T6 - LL 15 u2�3 6 6A YE-8038 1/ LEAF ALT. HINGE STILE 6063-T5 - �j g 7 YE-802 1/ LEAF LOCK STILE 6063-T6 - Cp O ID t yJCI 7A YE-8028 1/ LEAF ALT. LOCK STILE 6063-T5 ^ 76 YE-837 1/ACTIVE LEAF 3 POINT LOCK STILE 6063-T6 - O 7C YE-815 1/ACTIVE LEAF ALT. J POINT LOCK STILE 6063-T6 - e YE-806 2/LEAF WEATHERSTRIP ADAPTER 6063-T6 - J 9 YE-807 AS REOD. GLAZING STOP 6063-T6 - J 9A YE-8078 AS RE00. ALT. GLAZING STOP 6063-T6 - s 98 YH-84&R AL REDO. GLAZING STOP (INSUL. GLASS) 6063-T6 -r YE-805 ••4/ LEAF • PRA*RE PLATE-TIE ROD 6063-T5 2-1/2"LONG YE-816 AS REDD. •COVER OLATE 6063-T6 YH-810•00,00 REOD. FLUSH OLT ASSY. SERIES 1202 ZINC/STEEL DIECAST /RODUC f REVIYEbYH-821 AS REDD. • !:OGE BASKET PVC MELTPOINT PLASTICS INC.(TEKNOR APEX) u ustp17M{with l4YH-622 AS REDD. BULB WEATHERSTRIPPING (.198 X .280) VINYL TEAM PLASTIC, DUROMETER 7515 SHORE A• YH-6yi • REOD. C I TAPE (3/8"X 1/8') - VG/O0 BY VENTURE TAPE E>,�tM � � , ,y�.` SL YE-602• A REDD. • I'MlL R W'STRIPPING (.187 X .260) - ULTRAFAB A 1.1.>aa>�+.-� ,5 ���n 4' YE-8429 YE-842• •/LEAF F&W610 BOLT GUIDE, 1-1/2' LONG 6063-T6 - A�Irt'M�A1 LJ-i CaNf01 3�W • 18• /10 X 1y •/p REOD. • "USSY. SCREWS - PAN HEAD SMS <aD g 1 • YH-650/85 3/ LEAF HINGE ASSEMBLY ALUMINUM S.S. PIN / PLASTIC BUSHINGS O • 20 YH-617 1/ACTIVE LEAF TOCK SET/DEAO BOLT ASSEMBLIES(STD.) STEEL - 21 GU•• •1,�:CTNE LOCK MECHANISM (OPTIONAL) - STD. LEVER OR KNOB TYPES 22 YE-824 47 LEAF • L!C14G CHANNEL 606J-T6 • ••2�• YH-4004 AS*REDD. WOOL*N WEATHERSTRIPPING(.187 X .260) - ULTRAFAS co y 24 YH-6JQi 2 LEAF 3/8' DIA.THREADED ROD STEEL - 8 25 YH-618 2/LEAF 3/8'-16 HEX FLANGE NUT STEEL - c 26 YH-641 AS REOD. INSTALLATION SCREW HOLE CAP PLASTIC - 27 YM-656 2/LEAF FLUSH BOLT ADJUSTMENT PLATE S. STEEL - 28 YH-681 1 PROTECTIVE BOX NYLON o• � $ 29 YH-616 1 LOCK SET ASSEMBLY - LEVER OR KNOB TYPES N o 9 m r E 30 AS REDO. SETTING BLOCKS EPDM DUROMETER 8015 SHORE A c- `1L111 11 Il w L. yhs��b ,. BTAtFOF Browing no. !toRl0r�y?;'� W97-18 11 ONAlL1`;``� sheet 9 FIT 11 z � 24 THREA D RODL PRESSURE PLATE u FULL LENGTH 2-1/2"LONG [(4) #10 X 1'PH SMS h W pt3/8'NUT AT EACH END g 1I OF ROD v EE�23j "i. PRooucreenrEp �'i1O ��P�wB►r�e FbriA� J j yy Atttpaer�No I — d J �"1i �p':', EgdrnNw Ate • •• FRAME UPPER CORNER 'amu s • •••• Cerrd '� • • • • 0< ••tss • s • s =�- Y • p ••e•• •••• •• 83LL � ••.•• •• • • � 3 Zoe • • i Q O Lm" ••ftt • ••• • {qz • • • • & • • DOOR LEAF CQRNER o— O a g (3) 010 X 1'SMS `\ ♦♦♦♦1 1 1 Illll/�� ,r EXTERIOR ���• 'A' { �*_ � � 3 � .1 OF � Browing no. W97-18 FRAME LOWER CORNER S♦`p ♦♦♦` AL,,,♦♦♦ r l l% sheet 10 or 11 {s0 � q M J� Z STAINLESS STEEL RUSHBOLT O C N E? ADJUSTING PLATE WITH(2) ADJUSTING b �, /8-24 x i/2'FH. UNDERCUt SMS. f DOUBLE ROW FPLAew K FLUSH BOLT GUIDE 6� WEATHERSTRIP AND ADJUSTMENT PLATE ASSEMBLY 3'LONG ALUM. I a RUSHBOLT CUIDE, ATTACHED TO FRAME Q STILES AT TOP(SHOWN) AND BOTTOM. pq� CONCFMED • ^_ RUSH BOLTS 19 V 1 •• • • n • •• o • (z /IO-24 POINT B •••• ��j ••• �NDERCUT.FH.MS • • ••• 8 J ••• •• •• •• •••• TOP FLUSHBOLT ASSEMBLY $Z ►rtdEA[t IIE4RED � 2,; rte',� •• M Vb+•t�eSa�FlorldL. Iyl • •cd. _ ••• aOC ••• A Ne D o�$ I • 14 •• ... Y•4r na •• c 0 (z)/10-24 PONT a UNDERCUT,FH.MS FLUSH DOLTS 1- CEALED U 1/Z'LONO ALUM. 8 RCHE TO GUIDE, ATTACHED TO iRANE STILES AT TOP AND BOTTOM(SHOWN) COVER PLATE WITH • B S`�$o DOUBLE ROW FN SEALi o WEATHERSTRIPf _ a STANLESS STEEL RUSNBOLT f 111111 IT u ADJUSTING PLATE WITH(2) \\J _ / A/� L �QJ 18-24NDERC47Z•SMS. � •, r a rd7ru;wjing no. EXTERIOR ORTO�'.•'_41, _1 8 BOTTOM FLUSH60LT ASSEMBLY ,,.I T I I 2A25- �U 4.000 4.000 4.000 110 .070 .078 •110 -4.000 .078 ' .110 1.365 • 3 T- L 1.500 1.500 1.492 1.500 I 2.125 2.125 2.117 2.125 4.000 .� 1-_ g 1 070 1.490 .5J5-�1 .490 1.240 1.385 L .535 ,750 .750 II QQ� Q SIDELITE HEAD/SILL/JAMB 1A ALT. SIDELITE HEAD/SILL/JAMB U DOOR HEAD/JAMB QQ ALT. DOOR HEAD -1.500 Gl µf 2a ALT. DOOR JAMB n 1.469 -�{I "361 1 .050 n! .070 .078 LI J. L_ .343 �J Q 4.250 3.750 4.250 .707 2 -T .72x1 0 ��.813 o o ° 0 1a� 3.750 T TT I 1 d .062 '�2 '`" LII o 0 0 z •• O O 99 III ° \ E • • •• L GLAZING STOP ALT. GLAZING STOP GLAZING STOP (INSUL. GLASS) I I 0 t 0 0 • • 1.704 f • • �1.750� n I I 0 0 I o o 000006 4.136 4.157 p •``�5 0 TOP/BOtTOM F&IL • • ©ALT, TOP/BOTTOM RAIL ° pp • 0 F-F.070 .078 ttP, r ° 0 O 0000•• • •t•6 2.281-�{ 2.281 LL ° O j 0.00 I •• •• � • • • 0 1.812 1.BJ4 � 10-24 F31,M.S. F M •••• •••••• STAINLESS STEEL � v rt n •0•61.568 c • •••• 1.568 (THREAD CUTTING) o r • • • • • • L 19 HINGES S 3 •• •••• �.---4.282 4.248 Z i° • •••• 1R OUL-r r REVISED 0 4.5375 • 4.15 ••••• .53•�- 4.156 303 � M J R • :0090 i 0 1 a conpl7$94 h h%the Fb © HINGE STILE 0 IsuMing CeM Q m2 F • •••••• w ALT, HINGE STILE - 41 • •••• Ace sse!No I Sb • .070 • • •• .078 '420 lK.14nit•n Odle 0000 • f 0 4.862 4.971 �i f0�) • I •� HARDNESS- 7515 SHORE A 4 " COO • Ve-1.656�i 1.656 TENSILE STRENGTH (BREAK)- 1900 PSI ELONGATION AT BREAK-380% tl O SIDELITE JAMB 4A ALT. SIDELITE JAMB 2.106 SPECIFIC CRANKY- 1.39 0 1.6134 2.128 1.812 0 € P 1.59a-«I 1.990 ,110 3� �1, 13 WEDGE GASKET HALE 1:1 y 1 062 .070 TrP. ( .o7a TYP. • $ $ .375 +i1 4.157 I 1.500 4.157 1.494 {�• .5070 •7� .972 • -- 1 .076 I IF T-7.078 4A007 Qi LOCK STILE/KEEPER STILE 7A ALT. LOCK STILE/KEEPER STILE (Oso g S Q WEATHERSTRIP ADAPTER 1.700 Q FRAME SILL 4.817--� 22 1111 1ti ff" r _[•250 p-1.990--j GLAZING CHANNEL ��J ,AH,� .98+g.121 if0 EN 5.87 2.124 1.8 2 2.0161.500 - s let - .070 ttP. .094 TYP. IS'ATE OF drawing no. 1.517 .078 I I 4.000 4.189--moi 4.154 A[OR101•.•' W.77-1 C7 to NAI PRESSURE PLATE Q ALT. FRAME SILL 7a 3 POINT LOCK STILE © ALT. 3 POINT LOCK STILE 7�Z� Sheet B of t 1 WINDLOADCALC.mm . BUIMING INFORMATION JOB INFORMATION Design Wind Speed Ultimate Client uni®.teWind Velocity(mph) 175 Windloadcalc.com® Nomind Wad Velocity(mph) 135.6 Your Window to Success Address 670 NE 93 ST MIAMI SHORE 33236 Exposure C Internal Pressure Emelosed _fi v Co H t above : ft0.0 C -a✓ �/ ate' Job Number Stands oofHlH )- rt 9A ASCE 7-10 RE 2p16 Mean Root Ad t - R 11.0 pundiin Width n 50.0 r + TOPOGRAPHIC FACTOR Boaster 11 40.0 Version 7.1 DE Roof ::12 0.1 2004-2012® IHM Shw flat-N.HHB Roof d OA4 n �; n 0.0 4Ao Building Permit Edition rt 0.0=5_112) ri aoo n 0'0 PrapetAloe Roof Perimeter R 4.00 Wind Load Program n 0.0 WIND LOAD DESIGN INFORMATION Ultimate Wind Lead Preunres OPENING WIDTH LENGTH EFFECTIVE APPLYING WIND LOAD FOR: ZONE ELEVATION WIND AREA MAXIMUM MAXIM NOA Approval Number Ma:Pr usme Per NOA Mamufach rer Model Number (fed) 0m) (fed) (prt) POSITIVE NEGATIVE PRESSURE(psf) PRESSURE(pd) DOOR 4 3.6 6.0 7.0 42 52.0 -56.8 FIX GLASS 4 3.6 3.0 7.0 21 54.5 -59.3 z 0000.• p 0000.• •• • 00 . .• ••0• • • .• 000.00 • 0• • 000•• G7 ••• 0000 0000• 0000 0000• � • • 0000•• 0000•• • a 0000.. • • 0000.. z 0 � t z w 0 www.vAncloadcoic.com 11rj=18 Pagel Values of Symbols Belldlu®Values Topooraphic Factor Values Symbol Value Symbol Value a 4.0 Hill Shape Flat-No Hill End Zone 8.0 K1 0.0 Kh 0.80 K2 0.0 Kz 0.85 K3 0.0 h 52.99 KA 1.0 z 56.57 P 0.0 zg 900.0 gamma 0.0 a 9.5 H 0.0 V(ultimate) 175.0 Lh 0.0 V(nominal) 135.6 x 0.0 I 1.0 z 0.0 Roof Angle 0.6 Gc i 0.18 Topographic Factor GCp+(Wall-Zone 4) 0.85 Eqn. 6-3 (ASCE 7) GCp- all-Zone 4) -0.82 Kzt=(1+K1*K2*K3)^2 GCp+ all-Zone 5) 0.74 GCp-(Wall-Zone 5) -1.10 C (Roofs) -0.9 Reduction Factor 0.9 Exposure C Note: *The symbols that are not shown are included in the calculations,but due to the fact that they are not the same for each case(for multiple effective wind areas)they are not listed above. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . ... ... .. . . . . . . . . . .. .. . . . . .. ... . . . . ... . . www.windloadcalc.com : . .•�•11Aia20461'MOM EXISTING HOUSE.xlsx ... . ... . . AM , Windloadcalc.com q hGCP g 6GCp AGCp q,G WINO 10 PARALLEL NORMAL (;CP thGCP TO RIDGE TO RIDGE �_ I s� i tq1 F�--L---� ghGCP q*GCI 11 ghC-CP PLAN ��+-L--� BUILDING INFORMATION WALL INFORMATION WALL PRESSURES Ultimate Wind Velocity(mph) 175 Ultimate Wind Load Pressures HORIZONTA EFFECTIVE Nominal Wind Velocity(mph) 135.6 WIND LOAD FOR: ZONE HEIGHT WIND AREA L DIMENSION (eft) MAXIMUM POSITIVE MAXIMUM NEGATIVE MAXIMUM POSITIVE MAXIMUM NEGATIVE Exposure C PRESSURE(psf) PRESSURE(psf) LOAD(pounds) LOAD(pounds) Internal Pressure Enclosed Interior Wall-Normal 4 9 42 378 43.9 -48.7 16,612 -18,415 • • • Height above ground(z)-(ft) 0 Exterior Wall-Normal 5 9 8 72 50.0 -61.9 • 3 j+01 •• • -4,45 ..... Standard Wal Height-(ft) 9 Avg.Load on Wall 4&5 - - 450 47.0 -55.3 ••21,141 • •• -24,882 •• Mean Roof Height(h)-(ft) 11 Interior Wall-Parallel 4 9 32 288 44.9 -49.7 •••#2fA3 • -14,310 • •as 000 ••••• Building Width(ft) 50 Exterior Wall-Parallel 5 9 8 72 50.0 -61.9 •••�,6s1 •••••• -4,45 ••••' Building Length(ft) 40 Avg.Load on Wall 4&5 - - 360 47.5 -55.8 a•:t�t02 i••• • -20,054•••• Roof Slope(x:12) 0.133333333 • •••••• • • RoofAngle(degrees) 0.64 Windloadeale.com® ,' ;•••�• ;""; Your Window to Success • • • :**a*: (a)Edge Strip(ft) 4 •• • •••• • • • • • End Zone(ft) 8 Parapet Along Roof Perimeter(ft) 4 M WindkmKkmlc.cDm yhGCp WIND -- I B gzf.Cp qh&Cp q hGCp PLAN BUILDING INFORMATION Ultimate Wind Velocity(mph) 175 Nominal Wind Velocity(mph) 135.6 Exposure C Internal Pressure Enclosed Height above ground z ft 0 ••••9• • • 0000•• Standard Wall Height-(ft) 9 ••000 • =•• •• •• 0000•• • •• 0000•• Mean Roof Height(h)-(ft) 11 • 0••0000 0000• • • •0090• Building Width(ft) SO • a 0 • .::::o ••• •••• ••••• • • Building Length(ft) 40 • • ••099• Roof Slope(x:12) 0.133333333 0 • 000•0 Roof Angie(degrees) 0.64 :600:0 (a)Edge Strip(ft) 4 •• • End Zone(ft) 3 Parapet Along Roof Perimeter(ft) 4 I WkKil0adcaltCom r 9h", they 1AMIG tR PARALLEL NORMAL le `h f tC'CF l h6cF TO RIDGE Z TO RIDGE �IJ LJ �+—L—� 4hGCr fhGC, �hf.0 PLAN • < i" BUILDING INFORMATION OPENING INFORMATION OPENING PRESSURES NOA INFORMATION UMMMe Wind Vdadq(Wpb) 173 Ubiaate WiSd la6d Prt Nord WI-d Vdodtp(epb) 133.6 WIND LOAD FOR. ZONEELEOPEN ING(fed) WmTH(R) LENGTH(R) EFFECI7VE AREA MAXI IUM POSITIVE MAXUNUM NOA Apprwd Naber Mu Pre m M NOA Ma dact-rer Medd Noer rb Ezpeam C VATIPRESSURE QuO NEGATIVE PRESSURE IWeradilm-m Emkmed DOOR 4 3.6 6.0 7.0 42 3198 56.73 Height above good(z)-i t) B FIX(3.ASS 4 3.6 3.0 7.0 21 34.52 -86.29 Stodard Wa11Heldt-(R) f Mea Rad Rd&(b)-(n) 11 quaftg Width(R) so 11-11121.8Length(R) 40 Rad Sbpe(z12) 4.133333333 RtrdA-gk(degar) 8.64 • • • 66009• (a)Edge Strip(R) 4 •• • •• • • Rad Zom(R) s 0000•0 • •• ••6••6 •66.6• • • • • w • s Windloacom ur ® • 6 VoWindow to S SuC—sccess 1 • •6.66• • • • • • 0603.6 � � w RECEIVED 0 112016 BY.- 12'-0" Y:12'-0° N-0" G'-O" � I I ❑ ❑ . . 0j �:]Ifl " LjuiLl ...... . .. ...... ...:.. EXISTING -� EXISTINGfV ...... .... .... . . . . NEW GLASS WINDOW NEW M NEW GLASS WINDOW ••'••' ""' •••••• ZONE 4 3'-0"x6'-8' ZONE 4(2) 3'-o"x6'-8" ZONE 4 3'-o'x6'-8" ••.••• •' +54.5 PS -59.3 PSF +52.00 PS -56.8 PSF +54.5 PS -59.3 PSF :...:. "'••• AREA 21 SQF AREA 42 SQF AREA 21 SQF •••••• NOA. 12-1205.06 NOA. 12-1205.06 NOA. 12-1205.06 • • • SHOPDRAWING SUBMITTAL EDUARDO VAZQUEZ RA REMOVE & REPLACE BACK DOOR WITH NEW WOOD DOOR & GLASS WINDOW ARCHITECT AR 0014369 IN EXISTING OPENING BACK ELEVATION 8425 Biscayne BI vd. Unit 103 670 NE 93rd STREET SCALE: I/4"= 1 '-0" Miami, Florida MIAMI SHORES, FL33138 FLORIDA BUILDING CODE 2014 a