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RC-13-685 (2)0 Miami Shores Village Building Department ```. �� g p d. 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ®�a Tel:(305)795.2204 Fax:(305)756.8972 errli'f�F� ^ INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. J � PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: '3 -�Lko /00 S�r e.e -f City: Miami Shores County- Miami Dade Zip: Folio/Parcel#• Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): 172, M,91 NUG C//0/A)D&UICZ Phone#: 7 o 6 7 7 7 g1ol .Address 6:7- /V'C �37vZ City: M r CL*" State: /�L- ' Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: Address: City: State Zip: Qualifier Name: Phone#• State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: —Ai ow Phone#: Value of Work for this Permit:$ Square/Linear Footage of Work: s lr Type of Work: ❑Addition Xk1teration ❑New ❑Repair/Replace ❑Demolition Description of Work: C 105"ne, X15Iri*tc "CAA1 l0av\cl t e♦p e in Color thru dk. Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ No Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 15F 116�b:.,1�04�......... R P -i,. MI 0 w, I any, 'kazoo WAM,1-5 q MW Eli it'll WORE' go low% A Ass &3:M gym VIM,- -Mlp,,,.�,- 11n, smog iq; �6 C-t �o �N,oREs L1 s••• Miami shores Village Building Department �xORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST Building permit card. Surveys(2 copies) Final as built- Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+Egress, required parking spaces,Wheel stops,stripping,and all paving to exterior. Certificate of Elevation—(Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. Certificate of Soil Treatment(Final treatment-original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter(On septic or private water). Note: If the house is on septic tank,approval letter is required from Health Dpt. Soil Compaction Letter(Density report is required) Final certification letter from the Engineer/Architect(on masonry,trusses, special structure,etc) Backflow preventor certificate (Required on commercial projects only) Declaration of use. (Recorded in Miami-Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO(Without 24 Hrs Processing)Additional fee is$80.00. • Temporary CO(Up to 90 days max)$75.00. • Residential CO$150.00 • Residential CC$50.00 • Commercial CO and CC$200.00 INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP INSPECTION DATE INSP INSPECTION DATE INSP Foundation Zonin Final Stemwall ZONING COMMENTS Rough Slab Columns 1st Lift Water Service Columns 2nd Lift 2nd Rou h Tie Beam ITOP Out Truss/Rafters fFire Sprinklers Roof SheathingSe tic Tank Bucks Sewer Hook-up Windows/Doors Roof Drains , Interior Framin ELECTRICAL INSPECTION Gas Insulation DATE INSP LP Tank Tem ra Pole Well Ceilin Grid 30 Da Tem ra D all Pool Bondin Lawn S rinklers Firewall Pool Deck Bondin Main Drain Wire Lath Pool Wet Niche Pool Pi in Pool Steel Backflow Preventor Pool Deck Under round Interceptor Footer Ground Catch Basins Final Pool Slab Final FenceCondensate Drains Screen Enclosure Wall Rou h HRS Final Gelling Rough � Driveway Rough Drivewa Base Tele hone Rou h PLUMBING COMMENTS Tin Ca Tele hone Final Roof in Pro ress TV Rou h Mo in Pro ress TV Final Final Roof Cable Rou h Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final ADA com liance Alarm Rou h f INSPECTION GATE INSP Alarm Final DOCU ENTS 17 Fire Alarm Rou Underground Pipe Soil Beading Cert Fire Alarm Fina Soil Treatment Cert tA Rou h Floor Elevation Surve Service Work Reinf Unit Mas CertELEVentilation Rough CTRICAL Insulation Certificate C M E Hood Rough S t Surve Pressure Test Final Surve Final Hood Truss Certification I Final Vbntilation STRUCTURAL COMMENTS Final Pool Heater FinalFIRE Vacuum INSPECTION DATE INSP MECHANICAL COMMENTS Final S rinkier Final Alarm INSPECTION RECORD POST ON SITE Permit NO. RC-4-13-685 Miami Shores Village x ;u'' "�' v .�'w�° a ` ' o 10050 N.E.2nd Avenue L kir' " .�u Miami Shores,FL 3313&0000 § r i..: °.� Phone: (305)795-2204 Fax: (305)758-8972 ZORI Issue Date 8/27/2013 Expires:02/23/2014 r; INSPECTION REQUESTS: (305)762-4949 or Log on at https:i/bldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day Inspections. Residential Construction Parcel#:1131010180380 Owner's Name:MUHAMMAD MAINUL I CHOWDHURY SHAHNAZ PARVI Owner's Phone: Job Address: 87 NW 100 Street Total Square Feet: 70 Jr Miami Shores- FL 83150- Total Job Valuation: $ 10,000.00 Bond Number: WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:00PM.NO WORK IS ALLOWED ON SUNDAY Contractor(s) Phone Primary Contractor OR HOLIDAYS. HOME OWNER Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. THIS MUS T BE 6jj JOB A T TIM f CF INSPECTION NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READILY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. iMwb�VAP /l V7 , v i + x% Bonding Company's Name(if applicable) \ Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature &" Signature Owner or Agent Contractor The foo' instrument was ac ledged befo s The foregoing instrument was acknowledged before me this day of 20[a, y of ,20_,by , who is orally known to me or who has produced ho is personally known to me or who has produced identification and who did take an oath. as identification and who did take an oath. NOT Y UBLIC: NOTARY PUBLIC: a , 1-rjBtLLOS Sign: gn: Print: �r� • �M a �nri r, .,in. Snp 73.2015 Print �• •Qe (;r.. nip ti,.'1 t! My Commission Exp' �':'Fo��.��' f}onu� i r,r,uor real o rai Notary AWL My Commission Expires' 1 Plans Examiner Zoning APPROVED BY U � g ()(\�Aq, tructural Review Clerk (Revised 5/212012)(Revised 3/12!2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Miami Shores Village • Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7). And I have read and understood the following disclosure statement,which entities 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.CA 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 odes and zoning regulations. .s 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 spies 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. Initialer G 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 /�1'? me 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 Fkxida and to fist his or license numbers on permits and contracts. Initial_��Y 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 tM 07C 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons.working on*.building or residence.It Is my responsibility to ensure that the persons whom I employ have the license required by law sand by,county or municipal ordinance. Initial f1�G r 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that r 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 limb 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 beim 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. Initial �rn{ 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 Constriction Industry t.icersing Board at 850.487.1395 or httpdhvww.mAoddalicem.com/dbor/-oro/dlbrmdexhtmi Initial I"W tt 11. 1 am aware of,and consent to;an owner-builder building permit applied for In my name and understands that 1 am the party Malty and financially responsible for jjthe proposed construction activity at the following address: AA�& Initial !YX/92E= 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 Licehsed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the CorstAuction 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 beheld liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for veriyring 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 da of 2015 9 y B , 6MM ho was personally known to me or who has Produced there License or ` 'Midentificati n. OWNER >�: ,' '•- otary Public ^�;•_ y Comm.Expires Se .. Commission#,EESt ,0201 ''•%' O Bonded Through National MONO.F f n, s . 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PNoper Ad&=VNWINSM*tMind S a as,A6x4t50 t Number of Copies: 0 1 -20 Copies Only I r ,-- (0)items in your basket Copies take 3-7 days for delivery. If you need the same or next day come in person or send a courier -- -- --- BACK To SEARCH RESULTS CFN DETAILS BEGIN A NEW SEARCH FILE LOCATION:11coc imageslRec_images_910\28510\0.28510.3271.0004.tif Qffidai Records Search Home I Offfil'iciai Rec*rd Infa'mation I Helo I QrA I Loin http://www2.miami-dadeclerk.com/Public-Records/Search.aspx?search=3&Rec Book=281... 4/8/2013 SCOTT WEINKLE ARCHITECT August 8, 2013 Chowdhury Residence 87 NW 100th street Miami Shores, FL 33150 BUILDING 1) New plans are hearty submittted. 2)This is a Alteration Type 2 project. 3)Windows with NOA were already approved under a separate permit Miami Shores permit number WS-6-13-1293 4)The only alteration to the exterior is the material being removed below the window to allow for a new sliding doors (structural edge detail provided). No alteration to the garage door openings are included with this filing 5) No alteration to the garage door opening is included in this filing. 6)All interior and exterior bearing walls have been indicated. 7) Electrical drawings are included as requested. The only Plumbing work involved is new code compliant fixtures in existing locations. The only Mechanical work is replacing approx. 12' of flex duct that was effected by moisture. 8) Requested details are included. (no garage details as no work is not being filed) ELECTRICAL 1) New riser diagram, panel schedule and load calculations are included on drawing E-2. 2)All existing and new outlets, switches and luminares are shown on E-1. 3) New Smoke detectors have been added per FBC chapter 9, section 913 on E-1. STRUCTURAL 1)There are no wall areas being filled in.There is a detail where the CMU was removed and where is accepts new sliding door and the 51" interior opening was analyzed by an engineer and is capable of spanning the opening distance. 1865 79th street causeway, Unit 15-a North Bay, Village, FL 33141 786 546-5046 info@weinkle.com AR92690 t building Department Crhique List Single Family PERMIT#: CONTRACTOR: +— HOMEOWNER ADDRESS: ; Pfeliminary 2 sets ofsealed plans(FBC 104.6.3) Plans must be identified as fio site(FBC 104.6.4.4) Plans must include minimuyn:"floor plan, oite plan, foundation plan, floor/roof.framing plan, and all exterior elevations(FBC TOLC4) Survey less than t ear oldsoaled(Cooper City Ordinance) Check survey fdr elevation of finished floor(mng be a minimum of 18"above the crown of the road) (FEMA) Energy calculations,Check that sqft:matches plans,check insulation values match plans(FBC Ch.L14) Check application for all signatures Check plans for option,no options accepted(FBC 104.6.4) Deemm a Type of occupancy SBC Ch.3) f�v ❑ Type of construction(Table SM FBC) PA Wind load design criteria must be on plans(FBC 1619) Z Foundation Soil borings,signed and sealed by a Geo�al Engineer showing soft bearing capacity(X818) Statement of foundation design bearing capacity(FBC 1818) Statement of required soil termite treatment(FBC 1816) Check continuous wall fooffiW and isolated footings meet requirements of(FBC 1819) ❑ Minimum size(PBC 1819.2) ❑ Minimum reinforcing(PBC 1819.3) [� Comer bars(FBC 1819.3) Q h ir*tnm depth to top of footing must be 8"below finished grade(FBC 1819.4&1819.5) Check monolithic footing to,meet requit.epunts of(FBC 1821) ❑ Mh-durum size(FBC 182L1) MhI*UM reinfor nt.(PBC 1821 WI ❑ transverse bars required for foundation more than 30"wide(FBC 182LL8) ❑ Corner bars(FBC 181.10) ❑ Transfer bars are required around the perimeter, 12" on center minimum#4 by 5'long unless otherwise determined4" �rational (FBC 1821.1.13) ❑ Minimum of 3/ depression at edge for exterior wall(FBC 182MU) Check that all footings show size and required reinforcement(FBC 104.6.4) Location of an coh mu s and filled cells mutat be noted(FBC 104.6.4) 2/13/2M Building Depa tment Critique List Single Family Masonry ❑ Statement of masonry design FOC 2118 or statement of engineered unit masonry(2122) ❑ Minimum#9 horizontal joint reinforcemetut ladder type(FBC 21211.6) ❑ Check for detail of change in elevation of beams(FBC 21.2.3.5) ❑ Tie beam shall be continuous and provide minimum 30" lap at all reinforcement splices and 2 bars at corners with minimum 30"each way(PBC 2121.2.3.3) ❑ Gable ends must be of masonry on masonry structures(PBC 211wL2.3.6&2121.2,3) ❑ Special inspector form must be fiDed out and sealed by an Fngaveer or Architect for reinforced unit masonry(FBC 105:10) 0 Reinforced unit masonry design shall not supersede specific requirements of this chapter(FBC 2122.1) ❑ All columns and beams must be clearly marked as to elevation,,size,and required orcement"C 104.6.4) Roof aamine&Sheathing ❑ Truss plans are required for all structures with trusses and must be reviewed and approved by the designer of record(FBC 231917.2) ❑ A letter of retention for supervision of erection of trusses over 35' long or 6' high by an engineer or architect shall be submitted as part of the permit documents(FBC 2319.17.2.4.2) ❑ Check truss plans)Engiuteering from the specialty engineer for design criteria(FBC 231917.2) ❑ Check for floor framing plan if two story(FBC 2319. ❑ Check plans for direction,span,uplift,support and connection to structure for all truss,joist and beams ❑ Specify size,grade,species,and attachment for fascia,joists,and beams used as a diaphragm boundary (FBC 23222-7 It 104.6.4) ❑ Provide detail for all permanent bracing including required lateral bracing(FBC 2319.17.1) ❑ Check for detail of roof sheathing including size,(min 5/8")exposure (exposure 1),and fastening (per (FBC 2322.2.4-2322.25.2) ❑ Check for draft stopping in floor/ceiling assemblies,maximum 1000 sq.fk(FBC 2320.3) Exterior Wall Framinaheathing-Bearing walls ❑ Check for wall detail showing lumber grade,size,species,spacing and all connections(Minimum exterior wall stud size 2x6 and min interior bearing wall stud size 2x4(FRC 2318.1)(FBC 104.6.4&2318) ❑ Check exterior wall sheathing detail including size,`(min 5/8") exposure, (exposure 1) and attachment (per(PBC 2322.3)(FBC 104.6 4) ❑ All headers must be designed and detailed by rational analysis(FBC 2318.1.11) HCheck for detail of aR framed arches(FBC 104.6.4) Plans must show aII required fire stopping(FBC-2320) Windows &Doors ❑ Design pressures must be specigiied for all exterior openings(FBC 2411.3.1.4) ❑ Detail showing rough opening dimensions, supporting frame work (buck), attachment and water proofing(FBC 2411.3.1.6) ❑ Product approvals are required for all exterior openings(FBC 2410.4) [❑ Product approvals must be reviewed and signed approved by the designer of record(FBC 104.6.4.5) 2/13/ 04 2 . h Building Depatment Cd ique List Single Family ❑ All exterior openings must be impact resistant or be covered by a shutter with product approval (FBC ?.410.2) ❑ AD exterior doors and windows must meet water infiltration requirements(FBC 241L8.2) EGMS ❑ Identify door on plans which will be used as egn!ss during a time of storm f*not to be shuttered and must not be in (FBC 1005. .6) ❑ Minimum egress door must provide a clear opening of not less than 3211(FBC 10.ILL1) ❑ Every steeping room must have emergency escape,minimum size is 24-high x 20-wide but no less than 5.7 sq.ft.(exception ground floor openings may be 5 sq.ft)(FBC 1005,4) ❑ Check for detail of stairs(FBC 104.6.4) ❑ Maximum rise 7-3/4-and minimum tread 10-(FBC 1007.8.1) ❑ Guard rails are required on all open sides of stairs and must meet the load requirement in(FBC 1617.4) (FBC 1015) ❑ Hand rails are required at all stairs and must meet(34--38-above nose of stair)(FBC 1007.5) Roo ❑ A high velocity roofing application must be submitted as part of permit application(FBC 15123.1) Miscellaneous ❑ Plans must show attic ventilation(FBC 2326.3) ❑ Interior non bearing wall detail(FBC 104.6.4) ❑ Plans must show insulation requirements(FBC 104.6.4) Signature of Plans Examiner Date 2/13/2004 3 . I I illi Ili illll I I I Ill I Illi III I it OR Bk 28792 Ps 34191 (Ips) RECORDED 08/27/2013 13!40:23 HARVEY RUVINP CLERK OF COURT NOTICE OF COMMENCEMENT MIAMI-DADE COUNTYr FLORIDA A RECORDED CO"MUST BE POSTED ON TIM�O ATTii OtF. TfWW= LAST PAGE PERMIT NO. DA STAR OF FWNDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED F 'eby will be Made to certain real prop Cy,and M acc it Ce wiUi64tw5ifoda Statutes,the fobv*V Information AaCmtr erttt � ° aw61 D.Z0 . ss �► . HARVEY Cot�ts y emus Sp"e above reserved for We of rocwdh g office R aaa0. /VI,v /00.. S.:ree..- 14ano s. 2. ption of improvement: rjeu= Cj" 3 sj naine�ei ` MR UAM IrOrest in property. I.. uv4 n f Norma and address of fee simpb ftMoIdet4: 4.Carttractor'sj"' address and phonenumber: a w 5 $*segs:(Payment bmw required by owner from contract,N any) NarrlQ,address and phone number t Amours}Qf bond$ 6.LendQr's name and,addrgw: 7.Persons M the State of Florida,designated by Owner upon whom notices or o documents may-bb served as provided by SedI&T13.f,(1Xa)'�,Florida Statutes; Na*io*s s.apd phone number. 8.In addition f6'h Owners deo�nat 9 the following persons)to receive a copy of the Uenor's Notice as provided In Section 713130A),Florida:tSta#ute . Namd`�2iisea§'and n4irrtber, • g.--F.xpiPatlon dafe cif fids Notice of Comm"cPa nt-, Id,e date k 1 nom tfie date of r 8 Wbas a dfiferent date is spedit 4 VAR •IWY PAYA� MADE BY THE t Wl iER AFTER THE'EXPIFIAA�IOjJ OF.TFUE NQTI OF CQMMENCEMENTARE CONSIDERED 1M�iOpL�i-'PA1�Xt�l'1'b UI�OF�R'G�� 713,PART i,•$ECTION 71313s�FLt�lt�1'•S'TA`I'U'i'Et3,ANb CAN RESULT 1N 1/OIJ�'PAYINQ CE FOR �M, OVEME,N"1'S TO YOUR PROPERTIF'`A•NOTICE`OF L`ORAtilfOl+ICENi1�N'C MUSfi BE•I#ECt�iDED ANb'�STED'ON'THE JQB 3it�'$ i�E THE 0��'t�"lt�b ON.IF YOU INTENp TrD`OBTAIN FINA11ICiNCi;CE'NdSU T tllfiT'Ft YOUR LENDER OR AN AT`rORNEY BEFORE COMMtNCiNt3 YitORI< . [51NQ YOUR NOTICE OF COMMENCEMENT,. .: 4 Signatures)of Owners)or Owner(s)'Authgriz d OfficertD�Ctor/Partrw/Manager �Y _ `1F f , Prepped Prim Name 4"In^ ---E- a Print Name Titie(OfHce •jpce STAT 't [q COUP O M1-0AtE 7 The`f oing instrument.woo acbmwtedge0i betor�e rho the G-�, day of • ❑! ua�f_y,or ❑ G for ry .. Petsial Ic ►n,or prolced;the� .tlf�ldentiflcation: S�ne!VM.QCNo ,P,ttblicr .. �.. Pft Name: •.- _,,'4 11D1N RD " Q MY GOMNHSSION•#F'F'0449(14 ani o��'•' EXPIRIMS August 12,2017 Und6f t of ""m""". Z� Pe�'Yt�.declare ttlot I have �hegoing a'tid` aotl 3�o,sa Ftimdat� ivtcecom timet tib fiaefs staffed in is are txue,to tFte best of tltiY9Ie and belief. t• S1qnature(s)of Owners)or Owner(s)'s AuftxbWd bfffcBt/0hctor/Parfiqr/ManBgeruho signed above BY By Ml Af - M. ♦5gue� s.., a�n� Miami Shores Village Building Department /�j,�R�p► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#:_ DATE: jx L40-- 1, �c�l is C�u►P 1� o Contractor C�� (NAME) ❑ Owner Architect Pic up 2sets �pl.ns an (other) dA • Address: 100 `T From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: I RESUBMITTED DATE: bih 13 PERMIT CLERK INITIAL: i Project: Mainul Chowdhury George Akouri,Akouri Consulting Engineers August 06,2013 j 87 NW 100 Street Miami Shores b ct11 F:\AACE2013\Clients\Scott Weinkle ArchitecAMainul Chowdhury\Calculations\ Design Groups Group/Mesh Elements LL Factor Unity Design Shape Overstrength Specification Beam Interior 1 1.0000 0.1066 Rectan le 10 x 8 No ACI 318-08 Mainul Chowdhury Akouri Consulting Engineers,George Akouri 87 NW 100 Street Miami Shores Aug 06,2013; 04:36 PM Result Case: L Member fby(+z),bending IES YsualAnalysis 10.00.0008 4 'e lfl 4 4'�f tecta ,�8�,� w4 Page 1 VisualAnaiysis 10.00.0008(www.iesweb.com) Project: Mainul Chowdhury George Akouri,Akouri Consulting Engineers August 06,2013 87 NW 100 Street Miami Shores F:\AACE2013\Clients\Scott Weinkle Architect\Mainul Chowdhury\Calculations\ Concrete Beam Report: BmX001 Member Details Member Properties Connections Length 4.2000 ft Start End Shape Rectangle 10 x 8 Node N001 N002 Material Concrete(Fc=4 ksi) Location (0,0,0 ft) (4.2000,0,0 ft) Weight 350.0000 lb Support Fixed Fixed Framing Beam Beta 0 deg %lz 100 %ly 100 °/«J,%A 100 Analysis Results (First Order) Load Combinations:ASCE 7-10 LRFD,Deflection Checks Extreme Forces Extreme Deflections all cases Axial 0.0000 Ib -NA- Total Dy -0.0004 in 1.2D+1.6L+0.2Di+0.5S My 0.0000 Ib-ft -NA- Total Dz 0.0000 in -NA- M. -979.0200 Ib-ft 1.2D+1.6L+0.2Di+0.5S Beam Dy -0.0004 in 1.2D+1.6L+0.2Di+0.5S VY 1398.6000 Ib 1.2D+1.6L+0.2Di+0.5S Beam Dz 0.0000 in -NA- Vz 0.0000 lb -NA- Torsion 0.0000 lb-ft -NA- Concrete Beam Design per ACI 318-08 Controllina Desion Checks Desi n Details Type Case Demand Capacity Unity Statu Refere REINFORCING STEEL s nce DETAILS Strong Flexure 1.2D+1.6L+0.2Di+ 489.5100 19889.0074 0.024 OK 10.3 Main Bars Check 0.5S Ib-ft Ib-ft 6 Top Continuous: 245 Strong Shear 1.2D+1.6L+0.2Di+ 632.0063 Ib 5929.2706 Ib 0.106 OK 11.4 Top Left 1/3: -None- Check US 6 Top Right 1/3: -None- .Bottom Continuous: 245 Bottom Center 1/3: -None- No shear reinforcement necessary Page 2 Vtsual4nalysfs 10.00.0008(www lesweb.com) Project: Mainul Chowdhury George Akoud,Akouri Consulting Engineers August 06,2013 87 NW 100 Street Miami Shores F:\AACE2013\Clients\Scott Weinkle Architect\Mainul Chowdhury\Calculations\ Beam Deflections Member Result Case Name Offset Length Dy Member Dy Total Dz Member Dz Total ft ft in in in in BmXO01 0:9D+Di 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 0.9D+Di 1.0500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 0.9D+Di 2.1000 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 0.9D+Di 3.1500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 0.9D+Di 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 1.2D+0.5L+L a+0.5S+Di 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 1.2D+0.5L+L a+0.5S+Di 1.0500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 1.2D+0.5L+L a+0.5S+Di 2.1000 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 1.2D+0.5L+L a+0.5S+Di 3.1500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 1.2D+0.5L+L a+0.5S+Di 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 1.2D+1.6L+0.2Di+0.5S 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 1.2D+1.6L+0.2Di+0.5S 1.0500 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 1.2D+1.6L+0.2Di+0.5S 2.1000 4.2000 -0.0004 -0.0004 0.0000 0.0000 BmXO01 1.2D+1.6L+0.2Di+0.5S 3.1500 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 1.2D+1.6L+0.2Di+0.5S 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 1.4D+0.9H 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 1.4D+0.9H 1.0500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 1.4D+0.9H 2.1000 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 1.4D+0.9H 3.1500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 1.4D+0.9H 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 D 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 D 1.0500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 D 2.1000 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 D 3.1500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 D 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 D+L 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 D+L 1.0500 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 D+L 2.1000 4.2000 -0.0003 -0.0003 0.0000 0.0000 BmXO01 D+L 3.1500 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 D+L 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 D+Lr+R 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 D+Lr+R 1.0500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 D+Lr+R 2.1000 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 D+Lr+R 3.1500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 D+Lr+R 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 L 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 L 1.0500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 L 2.1000 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 L 3.1500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 L 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 Live 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 Live 1.0500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 Live 2.1000 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 Live 3.1500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 Live 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 Member Unity Checks Mem Unity Controlling Case Check Model Shape Design Material Referen Specificatio ber Shape ce n BmXO 0.10 1.2D+1.6L+0.2Di+ Strong Shear Rectangle 10 Rectangle 10 Concrete(Fc=4 11.4 ACI 318-08 01 66 0.5S Check x8 X8 ksi Nodal Extreme Reactions Node FX FY FZ MX MY Mz ib Ib Ib Ib-ft Ib-ft Ib-ft Page 3 WsualAnatysts laoo.o008(www iesweb.com) Project: Mainul Chowdhury George Akouri,Akouri Consulting Engineers August 06,2013 87 NW 100 Street Miami Shores F:\AACE2013\Clients\Scott Weinkle Architect\Mainul Chowdhury\Calculations\ N001 0.0000(1) 457.8000 12 0.0000(1) 0.0000(1) 0.0000 1 320.4600 12 N001 0.0000(1) 1398.6000 36 0.0000(1) 0.0000(1) 0.0000(1) 979.0200 36 N002 0.0000(1) 457.8000 12 0.0000(1) 0.0000(1) 0.0000(1) -979.0200 36 N002 0.0000(i) 1398.6000 36 0.0000(1) 0.0000(1) 0.0000(1) -320.4600 12 Page 4 VisualAnalysis 10.00.0008(www.iesweb.cam) L� Project: Mainul Chowdhury George Akouri,Akouri Consulting Engineers August 06,2013 87 NW 100 Street Miami Shores t F:\AACE2013\Clients\Scott Weinkle Architect\Mainul Chowdhury\Calculations\ Design Groups FG-roup/Mesh Elements LL Factor Unity Design Shape Overstrength Specification Beam Interior 1 1.0000 0.1066 Rectangle 10 x 8 No ACI 318-08 Mainul Chowdhury Akouri Consulting Engineers,George Akouri 87 NW 100 Street Miami Shores Aug 08,2013:04:36 PM Result Case: L Member fby(+z),bending IES VisualAnalysis 10.00.0008 ' �- � �`�llllllllIlia C3 pst s Page 1 VisualArtalysis 10.00.0008(www.lesweb.com) r Project: Mainul Chowdhury George Akouri,Akouri Consulting Engineers August 06,2013 87 NW 100 Street Miami Shores F.\AACE2013\Clients\Scott Weinkle Architect\Mainul Chowdhury\Calculations\ Concrete Beam Report: BmX001 Member Details Member Properties Connections Length 4.2000 ft Start End Shape Rectangle 10 x 8 Node N001 N002 Material Concrete(Pc=4 ksi) Location (0,0,0 ft) (4.2000,0,0 ft) Weight 350.0000 lb Support Fixed Fixed Framing Beam Beta 0 deg %Iz 100 %ly 100 %J,'/oA 100 Analysis Results (First Order) Load Combinations:ASCE 7-10 LRFD,Def lection Checks Extreme Forces Extreme Deflections all cases Axial 0.0000 Ib -NA- Total Dy -0.0004 in 1.2D+1.6L+0.2Di+0.5S My 0.0000 Ib-ft -NA- Total Dz 0.0000 in -NA- Mz -979.0200 Ib-ft 1.2D+1.6L+0.2Di+0.5S Beam Dy -0.0004 in 1.2D+1.6L+0.2Di+0.5S VY 1398.6000 Ib 1.2D+1.6L+0.2Di+0.5S Beam Dz 0.0000 in -NA- Vz 0.0000 lb -NA- Torsion 0.0000 lb-ft -NA- Concrete Beam Design per ACI 318-08 Controillina Desi n Checks Desi n Details Type Case Demand Capacity Unity Statu Refere REINFORCING STEEL s nce DETAILS Strong Flexure 1.2D+1.6L+0.2Di+ 489.5100 19889.0074 0.024 OK 10.3 Main Bars Check 0.5S Ib-ft Ib-ft 6 Top Continuous: 245 Strong Shear 1.2D+1.6L+0.2Di+ 632.0063 Ib 5929.2706 Ib 0.106 OK 11.4 Top Left 1/3: -None- Check 0.5S 6 Top Right 1/3: -None- Bottom Continuous: 245 Bottom Center 1/3: -None- No shear reinforcement necessary Page 2 v,sualAn*ws 10.00.0008(www.iesweb.com) Project: Mainul Chowdhury George Akouri,Akouri Consulting Engineers August 06,2013 87 NW 100 Street Miami Shores F.\AACE2013\Clients\Scott Weinkle ArchitectWlainul Chowdhury\Calculations\ Beam Deflections Member Result Case Name Offset Length Dy Member Dy Total Dz Member Dz Total ft ft in in in in BmXO01 0.9D+Di 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 0.9D+Di 1.0500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 0.9D+Di 2.1000 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 0.9D+Di 3.1500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 0.9D+Di 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 1.2D+0.5L+L +0.5S+Di 0.0000 4.2000 0.0000 -0.0000 0..0000 0.0000 BmXO01 1.2D+0.5L+L a+0.5S+Di 1.0500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 1.2D+0.5L+L a+0.5S+Di 2.1000 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 1.2D+0.5L+L a+0.5S+Di 3.1500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 1.2D+0.5L+L a+0.5S+Di 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmX001 1.2D+1.6L+0.2Di+0.5S 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmX001 1.2D+1.6L+0.2Di+0.5S 1.0500 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 1.2D+1.6L+0.2Di+0.5S 2.1000 4.2000 -0.0004 -0.0004 0.0000 0.0000 BmXO01 1.2D+1.6L+0.2Di+0.5S 3.1500 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmX001 1.2D+1.6L+0.2Di+0.5S 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 1.4D+0.9H 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 1.4D+0.9H 1.0500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 1.4D+0.9H 2.1000 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 1.4D+0.9H 3.1500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 1.4D+0.9H 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 D 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 D 1.0500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 D 2.1000 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 D 3.1500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 D 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 D+L 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 D+L 1.0500 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 D+L 2.1000 4.2000 -0.0003 -0.0003 0.0000 0.0000 BmXO01 D+L 3.1500 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 D+L 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 D+Lr+R 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 D+Lr+R 1.0500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmX001 D+Lr+R 2.1000 4.2000 -0.0002 -0.0002 0.0000 0.0000 BmXO01 D+Lr+R 3.1500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmX001 D+Lr+R 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmX001 L 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 L 1.0500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 L 2.1000 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 L 3.1500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmX001 L 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 Live 0.0000 4.2000 0.0000 -0.0000 0.0000 0.0000 BmXO01 Live 1.0500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 Live 2.1000 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 Live 3.1500 4.2000 -0.0001 -0.0001 0.0000 0.0000 BmXO01 Live 4.2000 4.2000 0.0000 -0.0000 0.0000 0.0000 Member Unity Checks Mem Unity Controlling Case Check Model Shape Design Material Referen Specificatio ber Shape ce n BmXO 0.10 1.2D+1.6L+0.2Di+ Strong Shear Rectangle 10 Rectangle 10 Concrete(Fc=4 11.4 ACI 318-08 01 66 0.5S Check x8 x8 W Nodal Extreme Reactions Node FX FY FZ MxMY MZ ib lblb Ib-ft Ib-ft Ib-ft _ Page 3 Visual4nalysts 10.00.0008(www.tesweb.com) Project: Mainul Chowdhury George Akouri,Akouri Consulting Engineers August 06,2013 87 NW 100 Street Miami Shores F.\AACE2013\Clients\Scott Weinkle ArchitecAmainul Chowdhury\Calculations\ N001 0.0000(1) 457.8000 12 0.0000(1) 0.0000(1) 0.0000(1) 320.4600 12 N001 0.0000(1) 1398.6000 36 0.0000(1) 0.0000(1) 0.0000(1) 979.0200 38 N002 0.0000(1) 457.8000 12 0.0000(1) 0.0000(1) 0.0000(1) -979.0200 36 N002 0.0000(1) 1398.6000 38 0.0000(1) 0.0000(1) 0.0000(1) -320.4600 12 Page 4 VisualAnalysts 10.00.0008(www.iesweb.com) NIAMr MIAMI-DADS COUNTY ffemn PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Ste,Roam 208 AI FAIRS(PERA) MINW,Florid 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,w •�1�m11a �i PGT Indstries 1070 Technology Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations gov6raing the use of cobslruction materials. The documentation submittal has been reviewed and accepted by Miami-Dade Count'PERiA-Product Control Section to be used in Miami Dade County and other ages 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 axle. 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:Serres"SGD-770"Aluminum Sliding Glass Doors w/wo Reinforcements APPRovAL DOCUMENT:Drawing No.PGT0002 Rev C,titled"Series 770 Alum SGD-LMr,sheets I through 23 of 23,prepared by manufacturer,dated 08/05/07 and last revised on 10/11/11,signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See table 1,2&3,sheets 7,8&9 of this approved drawing,set Jcf a licable SCID uj�it shkr design} pressures,reinforcements,glass types,sill riser and anchors req=ts. n. 2. Egress operable doors must comply with min clear width per FBC,as applicable. 3. All laminated glazing options are with interior HS glass,we glazing dptions,shad 1,5&6. LABELING:Each unit shall bear a permanent label with the manufactm er's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been.filed and them has boon no . change in the applicable building code negatively affecting the performance of ptmhwL-`�`'°---._.-. T'_. TERMINATION of this NOA will occur after the expiration date or iere hes been a re"ion or chdnge in the materials,use,and/or manufacture of the product or process.Misuse of NOA as an endement 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 foilowei by the expiration date may be displayed in advertising literature. If any portion.of the NOA is displayed,then it shall be done in its en *. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-0826.10 and consists of this page I and evidence pages 13-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 11-101$.14 Expiration Date:February 17,2015 Approval Date: December 01,2011 al Page i c ,f Y , _�' ^t-' •:. ..-. a.'y.t� '� •mss 1~1 R.9 f, 'a, d� '\/•, �TI �rtglprN'7 C) k AT bvul tl , n. L NCTE,= fi 0 Nor Z� C CJ 7 3 � ,n v, �h,; ,,•vjec r r.. V7 ey t� v J I; r r ` 40"AS -. E Indushim t i NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file#09-0826.10). 2. Drawing NoYGTa002 Rev C,titled"Series 770 Alum SOD-LAR!",sheets 1 throw 23 of 23, prepared by manufacturer,dated 08/05/07 and last revised on 10/11/11,signed and sealed by Lynn Miller,P.E. B. TESTS(transferred from file#09-082010) Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, "ared by Fenestration Testing Laboratory,Inc.,Test Report No Fm-5980,FTI-5993, FTL-6036,FTL-6001,F11-6014,FTL-6015,FTL-6017,FTL-6023,FTL-6024,FIT, 6025,1;°TL-6028,FTL-6031,FM-6033 and FTL-6036 dated 08110109,all signed and sealed by Julio Gonzales,P.E. Note: The test reports No. FTL 5980,FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09,signed and sealed by Julio Gonzales,P.E. C. CALCULATIONS 1. Statement letter dal OCT 11,2011 of compliance to FBC 2007&FBC 2010, prepared by PGT,signed&sealed by Lynn Miller,P.E. 2. Statement letter dated 10/07/11,Successor Engineer adopting the another engineer's work per FAR 61015-27-001,signed&soled by Lynn Miller,P.E. 3. Anchor verification and comparative analysis dated 08-19-09, 12/03/09,01/06/10 and last revised on 01/08/10,prepared by PTC,LLC,Robert J.Amoruso,P.E. (trandwed from file#09-0825.10) 4. Glazing complies with ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No.07-1116.04 issued to E.I.DuPont De Nemours&CO.,Inc. for"DuPont SentryGlas®Plus",expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to"E.L DuPont Denemours"for "DuPont Butacite®PVB",expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11,2011 of compliance to FBC 2007&FBC 2010 and `No financial interest",prepared by POT,signed&sealed by Lynn Miller,P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest,dated 08-19- 09,signed by Robert J.Amoruso,P.E.(transferred from file#094826.10) 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises#09-0825.10,expiring February 17,2015. 2. Test proposals No(s)09-0177,0177-A,B&C! roved by CC� Ishaq L Chands,P.E. Product Control ExemIner NOA No 11-1018.14 ltaplratlon Date:February 17,2015 Approval Date: December 01,2011 B-1 • MIAMap�►DE MIA1VH DADECOUXff MIPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) l 1803 S1V26 SRee%Room 208 HOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(796)315-2599 NOTICE OF ACCEPTANCE (NOA) www=lamldade.wiv/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 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 ICER - 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.Tike Miami-Dade County Product Control Section(In Miami Dade County)andlor the AHI(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. N 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"AW-140"Aluminum Awning Window—L rYLL APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details — LM & SM-,sheets 1 through 10 of 10,dated 08108/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. T 1UMNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1,as well as.approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-1218.07 MIAM Expiration Date: April 11,2018 j. Approval Date: April 11,3013 Page 1 4ma S ON ............ ......... IG REACTED MIT RFSUBMIT ja 4qlTV4 iR TS I-t t,66 tit N AC,T C R -d WA doh IP, -n;i owe ce. Al'fcr fv 4 a s FGT Industries NOTICE OF ACCEPTANCE: -EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD AW74OLK titled"Awning Window Details—LM& SM", sheets 1 through 10 of 10,dated 08/08/12,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: l)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 a series CA740P alum. projected(awning)window,prepared by Fenestration Testing Laboratory,Inc.Test Report No.FTL-7061,dated 10/03/12,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 12/07/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.01 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGIas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez,P.E. G. OTHER �. 1. None. A4 Manuel Perez, ZProduct Control Ex er NOA No.12-1 8. Expiration Date: April 11,2018 Approval Date: April 11,2013 E-1 NU4N I IDADE cOUN.T- r m PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT.AND REGULATORY 11805 SW 26 StreeL Room 208 AFFAIRS(PERA) Miami.Florida 33175-2474 BOARD AND CODE ADAW01TRATION DIVISION T(786)3M2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w ►.mla ,ia�a� Lawson Industries,Inc. 8501 NW 90 Street Malley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submittal has been reviewed and accepted by Miami-Dade County PERA- Prmiuct 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 per. N this product or material fails to perform in the accepted manner,the manufacturer will incur the expecse of such hosting 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"51-7700(Flange Framer Aluminum Single Hun=Window–L.M,I. APPROVAL DOCUMENT:Drawing No.L7700-0901,tided"Series-7700 Single Hung Flange Frame Impact Window",sheets I through 5 of 5,dated 05127/09 with revision A dated 01/20/12,prepared by manufacturer,signed and sealed by Thomas J.Sotos,P.E.,bearing the M laini-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 Missu Impact distant LABELING:Each unit shall bear a permanent label with the muanufachoves name or logo,city,state, modellseries,and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. R»NR'WAL of this NOS►shall be considered after,a renewal application has bear filed and there has been no change in the applicable budding code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to.the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-0703.09 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0127.16 1 Expiration Date: December 27,2016 Approval Date: March 29,2012 { f{A� r. jJ S •.!4 ..J M 0 d `I t�•�T i.A 8 A R C 1 I T E C T S SHOP DRAWING REVIEW NO EXCEPTIONS ❑ REJECTED r NOTE COMMENTS ❑ RESUBMIT C( ')EVIEW IS FOR GENERAL (',".),N ORM•ANCE WITH THE i-ESIGN CON0EPT AND 0051* R:ACT DOCUMENTS ;Iarkings or comments shall riot be construed as relieving thn ;ONTRACTOR from ccmpi:ance with the project agars a-•' s ,ecifications, nor departurss therely:m the CONTRACT: ",'2 r nai"s rasoonsible for eeta0s and arcuracy, for confirming a—i r,rre!atinp all gUantitieS. jrb con.- i?ior-s and dime-sic-ns f^r tabricatior pr,,crsses. f;-.r of assamb!y a.•d c:.r 5 ru:- tio i. an fcr perf_,rming his vxr'< in a safe mar•r•er. TODD JAY J0 -'VAj A I T E C T S SIP 7D%RAW'rjDj§ REVIEW 140 EXCEPTIONS MOTE COMMENTS ❑ REJECTED ❑ RESUBMIT ❑ P"VIE:W IS FOR GENERAL Cc?NFORMANCE WITH THE -ES lGN CO'N'CEPT AND CONTRACT DOCUMENTS t'ar'tin ;s or comments sha!I rot ba construed as re►ieving the )T>rf2ACTQR fram comfiia`xc•.a with the project pta.rs are"''C}tirariprs, nor dpparh<n}s therefr,:m the CONTRACTO-R r?snonSsbte for tle!ait5 and a curacy. for cc-nfirmingn,, r•"atine al! quantities 'r. a t)nr_.'iti s and dime-sirens. fn t, • tabr`Catinr pr. ns r tact-niA , tio< a::t ft:r r •,rn:n7 s of assan+ ,.� wf'rh in saf 7r.e Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBhUrTED A.:.. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L7700-0901,titled"Series-7700 Single Hung Flange Frame Impact Window",sheets 1 through 5 of 5,dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer,signed and sealed by Thomas J. Sotos,P.E. S. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 3)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.'s BET149-2530A and HETI-09-2530B,dated 03/02109,all signed and sealed by Caadido F.Font,P.E. (Subndted under previous NOA No. 49-0706.09) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20194 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 3)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung. window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.'s AE1'I-08-2003 C, BET148-2004 A, HETI--08-2060 A, BETI-OS-2060 B; BETI-08-2061 A, HETI-M-2061 % BETI-08-2062 A, BETI-O8-2062 B, HETI-08-2063A,HETIA -20638,BETI-08-2064A and HETI-OS-20648, dated 03/15/08,all signed and sealed by Candido F.Font,P.E. (SubmNed under previous NOA No. 08-0825.17) 3. Test reports on: l)Air TuBtration 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 20294 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 aluminon single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.'s FTL-2987 and FTL-2986,dated 04/03/01 and 03/27/01,all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under previous NOA No. 06-0406.08) Man A P P.E. Product Control er NOA No.1 127.16 EVIration Date: December 27,2016 Approval Date: March 29,1012 B-1 } t Lowson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. . Anchor verification calculations and structural analysis,complying with FBG2007, prepared by Lawson Industries,Inc.,dated 05/28/09,revised on 01/18/10,signed and sealed by Thomas J.Sotos,P.E. 2. Glazing complies with ASTM E1300-02J04. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice-of Acceptance No. 11-0624.01.issued to F.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08111,expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex and Vanceva clear and color interlayers"dated 05105/11,expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,dated January 25,2012, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest,dated May 28,2009,signed and sealed by Thomas J.Sotos,P.E. (Submiged under previous NOA No.11-0705.09) 3. Laboratory compliance letter for Test Reports No. HETI-09--2530 A and BETI-W 2530B,issued by Hurricane Engineering&Testing,Ine.,dated 03/02109,all signed and sealed by Candido F.Font,P. E.(Submttted under NOA No. 00-0706.09) 4. Laboratory compliance letter for Test Reports No.BETI-08--7003 C,HETI-0B- 2004 A,HETI-M-2060 A,HETI-W2060 B,HETI-084061 A, M-0"-2061 B, BETI-08-2062 A, HETI-W2062 B,HETI- W2063A,BETI-W2063B,HETI- 08-2064A and HETI-08-2064B,issued by Hurricane Engineering&Testing,Inc., dated 03/15/08,all signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No.FTL-2987 and FTL--2986,issued by Fenestration Testing Laboratory,Inc.,dated April 03 and Match 27,2001,all signed and sealed by Luis Antonio Figueredo,P.E. (Subm/ged under previous NOA No. 06-0406.08) G. OTHERS 1. Notice of Acceptance No. 11-0705.09,issued to Lawson Industries,Inc.for their Series"SH-7700 Flange"Aluminum Single Hung Window--LM.I.,approved on 08/18/11 and expiring on 12/27/16. Man e P �, .E. Product Control xaminer NOA No.12-0127.16 Expiration Date: December 27,2016 Approvdl Date: March 29,2012 E-2 C u eY P\e-s 1 c6nce- 03 _ ' m��► MIA E 7 � MIAMI-DARE COUNTY 0 PRODUCT CONTROL SECTION DEP ING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 248 AFFAIRS(PERA) Miami,Florida 33175-2474 130ARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidadegov� ra Clopay Building Products Company 8585 Duke Boulevard Mason,OH 45040 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 ediately revoke, modify, or suspend the use of such product or material within their jurisdiction.PERA the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control ection that this product or material fails to meet the requirements of the applicable building code. roduct is approved as described herein,and has been designed to comply with the Florida Building including the High Velocity Hurricane Zone. affanION:Steel Pan Sectional Garage Door up to 1$'-2"Wide AM mv�AEN=3� ROYAL DOCUMENT:Drawing No. 102621,titled"Clopay MN 84A,94&H94,Ideal M/N 4RST& Holmes M/N 48",sheets 1 of 1,dated 06117/7002,prepared by Clopay Building Products Company, and sealed by Mark W.Westerfield,P.E.,bearing the Miami-Dada 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:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface of a panel. 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. TFRMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#07-1113.03 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.12-0125.05 a Expiration Date:February 13,2013 44011to�j� Approval Date:April S,2012 Page 1 Clopay Building Products COmym- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 102621,titled"Clopay MIN 84A,94&H94,Ideal MN 4RST&H4ST, Holmes M/N 48",sheets 1 of 1,dated 06/17/2002,prepared by Clopay Building Products Company,signed and sealed by Mark W. Westerfield,P.E. B. TESTS "Submitted under NOA #02-1115.05" 1. Test report on Large Missile Impact Test per PA 201,Cyclic Wind Pressure Test per PA 203 and Uniform Static Air Pressure Test per PA 202 on a 18'-2'x 8' door,model 94,prepared by American Test Lab of South Florida,Report No. ATL 0924.02-02,dated 10/29/2002,signed and sealed by W.Mehner,PE. 2. Addendum No.ATL 02055 to Test Report No.0924.02-02,prepared by American Test Lab of South Florida dated 12/30/2002,signed and sealed by W.R.Mehner P.E. C. CALCULATIONS "Submitted under NOA #02-1115.05" 1. Fastener attachment calculations prepared by M. W. Westerfield,sheets 1 &2 signed and sealed by Mark W. Westerfield,P.E.,on 11/12/2002. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS "Submitted ander NOA#02-1115.05" 1. Tensile test report No.2JM-1181 per ASTM E8,prepared by Q.C.Metallurgical,Inc, dated 10/23/2002,signed and sealed by F.Grate,P.E. 2. Salt Spray Exposure test report No. 9EM-1144,per ASTM D1654&ASTM B117, prepared by Q.C.Metallurgical Inc,dated 08/03/1999,signed and sealed by F. Grate, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2007 and 2010 FBC,dated 01/19/2012, signed and sealed by Mark W. Westerfield,P.E. "Submitted under NOA#02-1115.05" 2. . No financial interest letter prepared&signed by Mark W.Westerfield and notarized by L.C. Schaffner on 11/19/2002. 3. Test compliance letter issued by American Test Lab of South Florida on 10/29/2002 _• signed and sealed by W.R Mehner,P.E. I ftpsl sea Carlos A Utrera,P.E. Product Control Examiner NOA No.12-0125.05 Expiration Date:February 13,2013 Approval Date:April 5,2012 E-1 CLOPAY MODELS 84A. 24. H94 � IDES MODELS 4RST. H4yS't„ (4)$14x6/8••SHEHT SOX SCREWS a T/JE/YLJx AP/xxaD oAxAs+xa aRt sora TRC HOLMES_MODELS 48 /7A rEACH�ONAUTT,>�I�r�E B• 16 tiA H PATE EEO sntis ATTA Sam DOOR DOOR BNsrNTet(r0:ttar) (TOP W m PATENTED C T00-L-LOC SYSYEY ONE 20 00.aflOpfWWE W 8E7NfMi-� (TDP BOTTOM 8 fXHRkE). O O p �g 10 NL OW.WVOE 0 mm 1 4kJ_/4"_SEV ATTACHED m TDP AND BOTIOJ PATI may. ARiH PA71WIE0 T06-L-LOC SYSTEM. a ea EHo Ntly�ss fA mt nm_uTtmure WnutF S ONN.IAPIEiED Sk�L TPoIpC A1tD/�B, 4 7 TRAGIC 118800 .101'.ANGLE TiBCKNE8 AW TABLE 1 1 s _FR n+Axmlwc xacNO 1T DOOR NUMBER OF 1per �� vm HEIGHT SECTIONS s mmmm am vw RICH W'AmAr oww OBoats COF T TO x �tr Om CENTER OF VON 40dt. 8Y 0 A •SMODON ARE MEN 18'OR 21•HIGH 48" I ONAL EN ER FOR TRACK CONFIGURATION Karo LOwos BHovm ON T189�nnmNa 31. ,ONEoi B Nur re EACH PRMMRMW or jam Be AD= /m ,•DDDR ovERIAP MACH sop Sw mmm Err DOOR IBM=00 BOO �- I gp A OP10ft DUISRIE KEYED 1mK PONrorl 18 DA QALY.STM FAMED END ETES R mNf" AMpTN_,B'_2' BRACKET USED MR BOTTOM 00 STILE. SEE-MO'�B 80 DA SAM STEEL SWIP LATCH 1e OA oNv.am Bum STU fa TOM w omE 16".c-B uD BCM s�acED 0-RAIAfaNa 1-B/B•x 2-3/8 mW x a� TAPERED ANGLE AT SAYE Dmf AS 1HE 711 mm SI `BEeolr C WPff 7/T8'RaRtlD PURRAJf 1§�A ppLy t E A(�Opi1D�iNA�I 3-1/2".10". > �T�E'D AT S7�fl8 LOCK ENCAB� '. RO1r.ER fitpt FAOI W 4 SClffW8. 16•,28;840'FROI BOTIOJ. ALSO M 14 V /FORllaiTAl IILYpC JUNCTON. OUTSIDEuwH INTO 1� .IDT•iFIX�f YON.V.A�LOCK ON � LOCATED ABpIE Us DOOORR. 8 N SAT / 4 2w HOW 4 ET0 NPIOE J®eR-Lode Aanw aBOA�EE Tapr r n�8'x2-1/tat maw vufflur ROAM ABOVE 3-aA B-t/r Lam STEM BALL SMINO SIM RMLER. AM CONFICUPAM LLOADS¢ C -1/415/11 xasmatrro.crap)dam BRER' ONO FROM DOOR) STLE ymC 7E JAMB TO SUPPORTING STRUCTURE ATTACHMENT VAND E 1)NL THE LOW FROM TFE?DDDR m TO THE TRACK AND THER FROM TRE TRACK r TMW- Y TAU.x 20 CN.ON.v.STEEL AI-8MM. MITRE Gt8 VERT M YEl1.OR 1Kff (�2y OR BETTER)JAMBS, NO WAD FROM THE DOOR LOOK BAR Off U-BNt AT TRE TOP of am SECTOR WITH m TRNN D m RE IOAtZONI'AL JAMB. ENGAGES 01 ONE AWTIMUL U-SAR AT THE BOTTOM OF THE 2)all JAIm FA51F M MAY BE(RUT N�tf RBOImED)CdAI1 tRBt m PHOAAOE A FUmEI MTxsRlDar tRDOA<S. FASTENER lZ81TF!)B[t nr� xArxn i FS tx IRTC TYA 1 4•kJ/4'9ElF 1kPP2t0 TYPE m � �,,T RAa OF DOOR SgID�pE��a+ B WOOD FRAME BUILDINGS 1b TIT EJaCH OtlRAd16T ATGK�ED / ggggg1111111UUUmmOOO A 7RFAT SYP—.&,{ C Lg�.� OF A SIPESB MAX 04 MIN.No. SM WALLS mine (2)1♦ l! A73AlAM 1886 CaNTWI1W6 F1flA, Off E FnEI1ER I7 BEIOM i�} %R " NUTS PER BRAG@I 216 YERMPL JAMB C-90 B��K ,000 PSI MIN,CONC SNIP IM JOWLS. 2x8 WOW.RNIB SHALL BE ANCIOREb CO OROir BLOCK WALL �8�, 1i12-1/4112 OA CALM.BIFEI.PWE BLOOC EWl.CELLS 9FINL FSLED ATE AND RTH 8N6 NRENONC THREE PER c-p vem.REE Y6W'E' TO THE i00TW0 N8)INTO 11E ML&W8 SHN.i.BE CONTINUOUS FROM THE TZ SFAYS TO maWO PER BLOCK MALI.OR COLLAOL BLOCK WALLS Arm COME COLUAIR TO BE �r OESIaffD vim BULOWO 1WOWESIt on ARODIE T of RECORD. 2maAmp TO MEQUING STRUCTURE L t2;/r S1EACH (41�EogaMETAL mkm= �WQ/AY.ROUEN FIINce.(1YP•) ANO W 1� 14 TAPADtOSQ+ERS. • ` TS OA ON.Y.STEEL p 18 TALL O-OIANIffL PER DOOR lffCT10N. BUILDING TYPE FASTENER TWE FASB 14. . .. (SFS meIIA�g7'. C-t2OU8♦D.AYTI DAT EN71 81x8 MARM ,-,i: 4 LOCAYM 1TT11(1)hmL 1/4"x3/4CA.•SLF TAPPWSYRAP.O Sam. -OF INS 20177 x194 9 h9a 4l MINI 1%1-ff R-bW M - Iffemp a— THE ET • CONFORAO;TO RUO X10 9914 _ q T-VOW,lal. 7l 4Off it m"Mai-ME � CUTTER DMIANCE, � - OX r TAa0im11 1' TPo1dCE AI E tmI TIF B/8 x t-8/8 L40 SCREWS : . Rom wde �XP-448d8B V12 =BRACKET FASTEN EARA DIY.(4) DFS=LOADS: +42.0 P.S.F. &—46.0 A.S.F. p.OPAY BUI.DB10 PR000)C(S CKNMWANY BC0.O NONExxx°�ELF TAPP210 =otopay 8866 Dt)KE BLVD. 18'2"W x 12�0'H I ma5om.a+455 6/17/02 �Tn auPAY M/N 84k B4&HOT ALUMWWA EXTRUSION 8 VIM YA*NFIF1aefRiP. (613)770-44500 txa�sv an N 4851'&H4ST•HOLM6 M N 48 sOMM A-A INmE Von Building Products RXCom GTI *wpm.a�r 4" MWW 102621 MD t .. , t. Scott weinkle From: scoff weinkle[info@weinkle.com] Sent: Wednesday, June 26,2013 5:32 PM To: 'scott weinkle' Subject: CLOPAY door NOA CLOPAY GARAGE DOOR DATA FOR NOA Model No. 94-W1 Wind Region: w7 pressures +42/-46 NOA 12-0125.05 Q OQ � � $1 NW JUNE 7 2013 CITY ° � . � COPY 6.2 �7 . , , . a 60G x '/a 4 � a g screu s�a�.l al- 50(m, dis-bnCQ5 as +(� +Mck bo I+S . Md th�n lab �5cfetNrs I 0ca�d c��- 16 , Z8 " asci fo " -�vm boikl\'1 A4wo scte�rs ) fcqiA a Jove vpAcaV horiz . Sc4ton 0 Curage_ Doc�-,--4qmb . Rzc MAY B 0 " X013 I o.`I TY Y. 1rIIAM� MIAMI-DADR COUNTY •® PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENV N RE LATORY 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) vmw.mismldad&Vmv era► Clopay Building Products Compan7 8585 Duke Boulevard t, Mason,OH 45040 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 area where allowed by the Authority Having Jurisdiction(AM. 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: Gallery/Artistry/Expressions Steel Sectional Garage Door up to 16'-2"Wide APPROVAL DOCUMENT:Drawing No.104067,titled"Oalleryffi)gmssion/Ardstry 2"Steal Pan Doors", sheet 1 of 1,dated 02/27!2007,with revision 2 dated 01/2012,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,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:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved'is to-be located on the door's side track, bottom angle,or inner surface of a panel. 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. TLRMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done In its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 0 08-0610.06 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No 12 4125.08 Expiration Date: July 17,2013 ��,?)Z01� Approval Date: March 5,2012 ( Page I J .. t Clopay Building Products CompanW NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104067,titled"Gallery/Expression/Artistry 2"Steel Pan Doors",sheet 1 of 1, dated 02/27/2007,with revision 2 dated 01/2012,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted under NOA #08-0610.06" 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 203-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of 1612"x 8',24ga steel garage door Model 04S,prepared by American Test Lab,Inc.,Test Report No. ATLNC 0415.01-08,dated 05/15/2008,signed and sealed by David W.Johnson,P.E. 2. Test report on Salt Spray per ASTM B 117 of painted Got}galvanized coated panels, prepared by Stork Materials Technology,Test Report No.30160-04-63365,dated 01/26/2005,signed by John D.Lee,P.E. C. CALCULATIONS "Submitted under NOA#08-0610.06" 1. Jamb anchor calculations,prepared by Clopay Building Products Company,dated 06102/2008,signed and sealed by Scott Hamilton,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2007 and 2010 FBC,dated 01/19/2012, signed and sealed by Scott Hamilton,P.E. "Submidted under NOA #08-0610.06" .2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/02/2008,signed and sealed by Scott Hamilton,F.E. *02-7 It Carlos M.Utrera,P.E. Product Control Examiner NOA No 12-0125.08 Expiration Date: July 17,2013 Approval Date: March 5,2012 E-1 ap io . 31 Ase 80.8 A allot.86th - MMM lux&on" Y 861IOLx not low +•WM181 m*O+mx=10 / �p w o89R Ro 8t6p aK acvaen sew ea mx seas Gam fC 9 ""UM MI6 AtMB / to ouv 061 6 8198 M 0x aaa�r o as w1.8x01 1t moe,an am ma:maA a ocxl�¢t w ammx 1a • aoaAxmmo"onai lb 0$ a t rot► r w esu.M am ML MM WH woo.as"AIM ms r+w/r air Maw.0101018 SIVOW 0 0 o as O CON I'm � *1 _Q n��..� °` 'xAm`teal°RNBm' 0 rLOW oe atm SECTION A—A �8 ars 1/e • eea�w,e w�ueu ..- .a.ea.wm, + 24 OA. "km)Mn a"(t��YMA a �Q SUPPORTING STR�IMRE AT=HMEW 6 R cw Gan R°OiNA"w 20.4 R8Q__FIRH 0-40 WAZ1 d4RrN11 no MEOW AArroo A 0 ° ' +a a►a"8�.Ria c 8T8R1 8i� f1181N tb Am). 4 A WOW aa�1 me0 W q4M tB A-410 to PM UWA,Pow or 1a 66 saw am am MMU p 'I 2.T Fwt a 'M OC(OIR ANS HBT D ro 80 OO�aA�at TO PRRWC A" ypl� 1 4.A Ax Aa Fall H 6 w®.W 0 112BtAatlgA WN W Ataal�OlC;t�6W8 70'(7b'A aO'x ayo0R9 afa.Yj g 8M8CT t�1A6 saps a mm Aare.War w uam amx T'tiAOt 01' a To TOP www Wltt Ot a a- /4111 BOLTS/Y8t Mflal PFR et t1aMl�a0.®8T MOr ales mat )9LIP k6UM wtiQW a T,- IMP 1'A1W S( OPA M am UPM IOTM1�a�W.M f aC �p W W oaR OOORS l9+10 8'1 OP 1am119aa BRV9 YLald Ta R 77y� 19' WIB 6'0-WW06�PCR g �' OOORt W m aMiMa. 88DTDWL 8E8 YB,W'11`. PWR 11 6F BEare.SM IM JCDM AND WE now=TO am •Wlb w � x 1C'-t• +��t yA� W PA5�11M�A L"S ts4ss,see vada'a' ww CS'TALL x 20 a0.CAW.� U-M QIP U-MPBa FAp1 U-Blw a+tAat ..ML— ow �rA � Ca 8A asst 9aa Elm , r 1/4"x 3/4"BFLP TAPPOm BOCCIT PCI.OM l-rTI co WA-1/4%12 aL CAM 2TFe+.Pule 6• law ONE M a—OWSO.SM War V. AMMMN � BIR;. A11TA�ED 1881 Is1 1 a•x�/4.86LP O taasaar o LIPPCaO Fa lig(1+FO 8 IM8 T�OOOR aNE I TD y��.�ttll� a L011� p par. a-swag. C e,cam A m. w. Qpa do 7 7 _ 9uttding Produob �A BC an awo.w.awaAyra.wa td—C e ` GENERAL NOTES: SERIES 774 LMI SLIDING GLASS DOOR .GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) DESIGN PRESSURE CHART NOA DRAWING MAP GLASS STRENGTHS- T=TEMPERED H3=HEAT STRENGTHED SEE TABLES 1, 2 & 3 ON SHEET INTERLAYER TYPES- SOP= .090 DUPONT SENTRY GLA8 PLUS OBPVS a.080 DUPONT BUTACITE PWB GENERAL NOTES.... ......I G3 4A 6°LAMINATED:(2)LITES OF SM6" H8 GLASS WITH AN.090 DBPV13 INTERLAYER. SHEETS 7, 8 & 9 QUALIFIED CONFIG....N....2.4 G4-7116'LAMINATED:(2)LITES OF 51160 HS GLASS WITH AN.090 SGP INTERLAYER. ..N.N. GLAZING DETAILS... 6.6 G3A-9118°LAMINATED:(2)LITES OF 114" IS GLASS WITH AN.090 MPVB INTERLAYER. ANCHORAGE..NN...............7-15 G 5 -9118"LAMINATED.(2) 8Mir T EXT.IW HS GLASS WITHCAP 318° RAI SPACE+mw LAMINATED.(2 IL) TES OF SAW HS GLASS WITH AN.090 OBP1�INTERLAYER. ELEYATIO.080 SGP INTERLAYER. DESIGN NB�u..... .Nib-16 G5-1° G6-1"LAIrIRI ►t�TED I.G. 3/18"T EXT.CAP+3V AIR SPACE+71141"LAMINATED:(2)LITES OF 3110" HS GLASS WITH AN.090 SOP INTERLAYER. coNFIGl1RATIONS...NN.N.17 GSA-1°LAMINATED I.G. 1140 T EXT.CAP+6116°AIR SPACE+7116°LAMINATED:(2)LITES OF 3M6° HS GLASS WITH AN.090 DBPVB INTERLAYER VERT.SECTIONS............N10 CSA-10 LAMINATED I.G. 114°T EXT.CAP+5116°AIR SPACE+71160 LAMINATED:(2)LITES OF 3ME' HS GLASS WITH AN.090 SGP INTERLAYER. NORM SECTIONS........»19-20 2.DESIGN PRESSURES. PARTS LISTN.N..NNN..N....N 21 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. EXTRUSIONS..._....._ 22-23 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL.SCREWS.THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT.MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4.SHUTTERS ARE NOT REQUIRED. 5.INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6.REFERENCES: TEST REPORTS FTL-UN,FTL i.FTL-8001,FTL-6014,FTL-6018,FTL-0017.FTL-WA FTL4M23.FT L4 024,FTL-6025,FTL4=.FTL4MI.FTL-6=AND FTL4W6,DATED WIN. ELCO TEXTRON NOA'.074)425.01,03-020.05, ANSIIAF&PA NDS-205 FOR WOOD CONSTRUCTION AND ADM-2006 ALUMINUM DESIGN MANUAL. 7.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 8.DOOM SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING COOS,AS APPLICABLE. 9.CONFIGURATIONSI SEE OP TABLES(SHEETS 7-9)AND CONFIGURATION ILLUSTRATIONS(SHEETS 2-4� A D.L.O.WIDTH m PANEL WIDTH-7° B.D.L.O.HEIGHT=PANEL WEIGHT-8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHT8.13-16: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1140 OR 51160 ULTRAC ON(FORMERLY TAPCON)CONCRETE Et�v r SCREWS OR 1/40 ELCO 884 CRETE-FLEX.SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. a '"AN& 2.FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G5� 1140 ELCO 804 CRETE-FLEX MAYBE USED INSTEAD OF#12 SCREWS(PAN HEADS I j.-101 611' 3.WOOD SUCKS DEPICTED AS 1x ARE LESS THAN 1112'THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT 18 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112°THICK OR GREATER 1X AND 2X BUCKS{WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK Ills DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4.FOR ATTACHMENT TO ALUMINUM:THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 11W THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANC HOR$SHALL BE 012 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3,SHTS.7-0,FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,INON-SHRINK.NON.-METALLIC GROUT.3400 PSI MTV.,(DONE BY OTHERS) (MAX 114"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 13 NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD.30#FELT PAPER OR MASTIC 13 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Min—firMIn 59MM0 and MnIMUM Mile wonce Nquirsionis Co =19 Strength Requirenwnb unow 3t etequlraaeate Dia. to' uhr ounfed CMU AM 490 Ro6d and$ T 11'r 2700 pwA87M C 00 vNth 9aaet ax I ng ®Co u16' ew efoulad asst! to 6e*=21OS&2.1.2 adconcrete �.ce+o, cera Grouted t?MV 3WO psi 1109 of the Ftp. Wa. Min.EEub. M L Ed W& M m Fd Ea. On.Ed Elao Ctetie•Fiax MIN 1W 33M psi E3oo un"won 1w 1 418 2 112 1 ua 2 112 1 W4 2 112 AMIr 1 314 1 'U4 1 114 1 9PIB 1 04 2 In DodsNow Moo Crete4%x 384 1W 1 414 2 112 1 W 2 1/2 NoIRAIR N11e8 Emir.=Embedment Im Typ Palk onotw Ts"eion) P4 c Mounng Adapter O n dw Shear) Ed-Edge Distance o 9 Sown in.6n Jamb*A1lin.Ed �`�'�� v sE`•`�,Q '�� concrow Graded Cmu Lome Grouted CMU ASr1.=LiWmunl 912wow w 1 1 3w " '► �:' ••% 00 Type DIe. Min.EEn eEln.Ed Min.Ear Mtn.Ed M R.Emb. IMn.Ed On.sob. Mh1.Ed Boo Crete*fex$S4 1 1 318° oo.e�$70g E9OOWhIaoon 114" 1 214 1 2 92 1 914 1 2 112 1 914 2 1P2 1 314 1 U4 CCWCREW SCREW S RENOTH& _ NCOCrateFlex M1w1314 1 2112 Not ttroommetrded 1 914 2 12 Not Recamm MIN.=188 tl81 tJi10.ES3�tR1A78E NOTED �C AIK=177K91 `0�e H t! = 1 OF ' .1..1 1o�11i11 c FecNlocac GENERAL NOTES '�?D,c�'••..FcoR�oP•''•G : am xp�ROM 1070 7MCH1VOLOOYD 8VE ` 0 0 8 t�1 vA�c EMs aswv u" _ ' �FSg10NA�-�'��. SERIES 770_AL .M SGD LM! /it %% amow loft! cowmewA aDADEtAENfB � 4 Dnp NTS 1 ar 23 r"LPG1W92 D A.E. It P.E. tik7�k7 �k��ik7 Fkl tikl Fkl�kl Eel Li► Ii.1 LiW �iC1 �L� �L� FGA L;a i;a L1 �iF7 �iF'7 - ' � f� - i • �i� �L� E�� iL� Fh �C� FFA �iii �k7�E�7 'i�7_�ik7 Fk7 Fk7�1�ik7 • Ll►A La♦L� - 1LY I'11;1 ,�Tl (il E']fii f3♦ii � _ AL1 FLS �rL1�L� - �' FI�� I. n � r • • • c� z ��c ► �_�� Fk7�k1�k1 �Y1 fikl Fk�[k� LY NN No.se7o5 oil QUALIFIED CONFIGURATIONS ZORIOP A.L A • - • • • • - • r • • - - e • ® I ,II - 1 SEE D.P. TABLE, SHTS. 7-9 DP SEEWI-1 UF TABLE SHTS. / / / / / � Jill w 79 � I oxxxo, x)o(xo, ox)ocx, xxxxxv xxxxxp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, so ca SHTS. 7-9 ' *r" SEE DP TABLE SHTS. w 79 , ax;=a a o IYNN A91l,'', . p .•' cENSF ••.F•p i APPROVED CONFIGURATIONS ' *�• N0'68706 •••* - vm Rfttdnm ,� �,, QUALIFIED C4M�'tGURATIONS %gyp '• STATE �: sndc 01 rO a CAS FL SUN aw '%am I '��s••.�toa+oP•• �`` Ivt A Pat r�CO P.a Ma KFAUM SERIES 770 ALUA�. SGD•LAA/ '��,5`�IONAt�V a FL 374u :V; sollwafti:;Ts VAWWx' A.UfAIW P.E. NDM 3 m23 PG7VOW C PEAMM APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7-8 MM Mm SEE _ DP � � TABLEaam imm SHTS. / / / / / / / MAMYj 7-9 0 oxxxxxop o, oXX=(X-Xs )00(x xxp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE "`� ''�' t SHTS. 7-9 ftondw t mwu SEEDP _ TABLE SHTS. 7-9 � p =*: 14o.587 V. iwi 01 C MO a AAW THO MET :O STATE OF ?: QUALIFIED CONFIGUR�477ON S - �`'••..Fxor�a�:•• � sic arAWro $ � rz SERIES 77 UM. SGD-LA9t ' ;S,S'�ONA�• ` as lvfm A » MEOC aa�xis rrr � RiSilimVONA 94874 wS 4 d mF7 PGTOM C A L" PS. �R ZOZ 3/18"HS GLASS � 204 3118"HS GLASS311 HS 74 3118 HS GLASS 74 7118°NOM. 711W NOM. 82 82 314°NOM. 3W NOM. MAW GLASS 80 BITE 80 BITE OF 54 54 7/16" LAMINATED GLASS TYPES G3 7/16" LAMINATED GLASS TYPES G4 �. lte18.14 OCrER ExrMWR 203 • GUMR 205 1/4"HS GLASS �• .moo nn►ve Sam 1W HS G LASS 74' IW HS GLASS 74 8118°NOM. 9118°NOM. 82 82 3W NOM. 3W NOM. ©LASS GLASS 81 BITE 81 BITE f t, 7 54 54 9/16" LAMINATED GLASS TYPES 03A 9/16" LAMINATED GLASS TYPES G4A + . f "� • to now mwkkm VA tato�xoctra> GLAZING DETAILS �.c�••..!�toa�o�'•''•C��= J. . 90/11/49 C tO CHAAW 7M SHEET ° -� .• • "�'• NOXOM r-L sere 27 SERIES 770 ALUMINUM SGD-LMI '�S&IO N AL AV 19/45 A PER MIAMI DARE FN'O xR mea ,+� A.LQAi PE 0 8C 0 NTS 5 a 23 PG7V= C P.E#um (83MWHSGLASS 212 3115"HS GLASS .090 DBPVB EXTEMOR .090 SGP 3115"HS GLASS 3113"HS GLASS 318"AIR SPACE 74 318"AIR SPACE 74 3115°T GLASS 3115°T GLASS 1"NOM. 1"NOM. Zlf, Z 83 11 83 314`NOM. 314"NOM. GLASS GLASS 79 Bre 79 BITE TRUSEAL.DURASEAL SPACER TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 15) 1" LAMINATED I.G. TYPES G6 55 211 . ( - Amp, B3115"Hs GumEXTEROR ( a �K Maw" EXTERIOR .090 SGP 3115"HS MASS 3115"HS GLASS 5115"AIR SPACE 74 5115"AIR SPACE 74 114"T GLASS 114"T GLASS 1"NOM. 1"NOM. 831 83 314"NOM. 314"NOM. GLASS GLASS 79 BrrE 79 BITE TRUSEAL DURASEAL.SPACER TRUSEAL DURASEAL SPACER `�� 1" LAMINATED I.G. TYPES G5A 55 1" LAMINATED I.G. TYPES G6A 55 :��° CAN se oil �! c �'f •. gTA r.�: Jai 1fH1 c 11�GK3L 7}�sStIEET WN- GLAZING DETAILS '%D,p'••.,J�pR1o�:••�C��; AUWM FL saw 'w' ��'��,SSIONAL SERIES 770 ALUMINUM SGD-LMI ►, PA. im < 11HelOB A L~DAVE VT9 ,FL 34274 A.LYNN s[,D77o NTS 8 d 23Iftaftm PC3TSO02 C PN P.E O5 am DESIGN PRESSURE AND ANCHORAGE-UN-REINFORCED-STANDARD STILE-STANDARD ASTRAG& TABLE 1. DLO WIDTH NOM.PANEL WIDTH-7" DLO HEIGHT NOM.PANEL HEIGHT-8.25" >wAb&sLL W)NTBILOOK,STRA[GHr&OO ASTRAGAL alWE t PLUS N UITEANOHOR QTY.PER PANEL H&S. >JAMS ANCHOR QTY. >P-HDOK ANCHOR QTY. 6D Attar Types: G3-7/16-LIM ATED GLASS-(3118"H.S./PVB/3/16"H.S.) 1) *1/4"EMULIM00N(RXUXY TAPOON GSA-tlMe-LAMMAT®GLASS-(1/4-H.S./P481 1/4°H.S.) 2) -IM-834 aMSFLEX GS-7/18°LAMINAT®LQU.-(3118"Tt3WP./AIR/311(-H.B./PVB/3116"H.S.) 3) -"6t18"ULTMOON Fra OM-7114°LAMINAT®LQU.-(IIC 7W./AIR/3/18°KS./PVB/3118°H.B.) 4) '512 Vn5L 8CRBN(C a "SEEAICIORAGE NOTE81&2 ON SHEET 1. UNIT HEIGHT 113 so 84 1 90 tib in 87 0000 NOM.PANEL FRAME STANDARD ASTRAGAL v WIDTH SIDE �? �? a ;' STANDARD STILES N IV N V N �F GLASS TYPE-3,3A,5,5A_ +80 -60.0 +60 -600 +80 -60.0 +80 -80.0 I I Ad C4+q C4+q C4+2 C4+1 C4+1 C4+2 04+1 C4+1 C4+2 C4+1 C4+1 C4+2 24 10 10 10 10 10 10 10 10 10 10 10 10 5 6 6 5 6 5 5 5 5 6 1 5 5 118 GLASS TYPE-3,3A,5,5A +BO -50.0 +60 -ODA +80 60.0 +60 -60.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 24+2 C4+1 C4+1 C4+2 119 30 1 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 1 90°OUTSIDE CORNER P-HOOK 5 5 •6 5 5 5 5 5 5 5 5 5 GLASS TYPE-3,3A 5,6A +60 -600 +60 460.0 +80 -600 +80 •+80.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 04+1 C4+1 C4+2 C4+1 C4+1 C4+2 81 11 36 JAMB 10 10 10 10 10 10 10 1 10 10 10 10 10 ML P HOOK 5 5 5 5 5 5 5 1 5 5 5 5 8 GLASS TYPE-3,3A 5,5A +80 4300 +BO -600 +80 -80.0 +80 -60.0 _. H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 04+1 C4+2 C4+1 C4+1 C4+2 .�s•- 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P HOtXt 6 5 5 5 5 5 8 8 6 8 8 6 GLASS TYPE-3,3A 5,5A +80 -60.0 +60 -60.0 +60 -80.0 +60 -60.0 1� H&S 04+1 1 C4+1 C4+2 C4+1 C4+1 I C4+2 C4+1 I C4+9 I C4+2 C4+1 I C4+1 C4+2 48 JAMB 10 10 10 10 10 10 10 10 10 10 10 P HOOK 5 5 5 8 6 6 6 6 8 7 7 7 90°INSIDE CORNER 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL. Q = EXAMPLE ON SHEET 10 2.WHEN USING THE 2112"SILL,POSITIVE WATER OP IS 46.67 PSF MAX.WHEN USING THE 4"$ILL POSITIVE WATER DP IS 60.0 PSF MAX. TABLE 1A. � OH LENGTH (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. SILL HT.YS POS.DP I 3.4",3114°AND 211 'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION SILL RISE (+)DMIGN SaVERHANG WHEREAS THE 1 11r SILL IS NOT AND MUST ONLY HEt3HT LOAD BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE OH LENGTH DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED FLUSH 1-1/2" NSA OH OH HEIGHT t t t t t WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE HEIGHT `�� I LYNN FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAMS LOW 2-1i2" +48.87 PSF EQUAL TO 1 `�� O.�.•� ••.��p �� THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. M® 3-1/4° +60.0 PSF OR GREATER ••'k • 4.SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT HOH V +60.0 PSF •�,�; tda.56705 INFORMATION. SimNOTEB 1-3 SEE NOTE 3 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 1 o rps OF sl RaVwD 10/11/1/ 1' NO CMAFGE Ti*9 T i77DPANDAWHORAGE M T�xa�oG Ot9�li0 9 PmAfIA a4m N FL SM i� �sS �•OR.� am Pa �� SERIF'S 770 ALUMINUM SGD-LMl tvt�r A to a LYr �P.E. via OAKa�4 NTS 7 of 29 PGrom C P"gal on DESIGN PRESSURE AND ANCHORAGE-UN-REINFORCED-HEAVY DUTYSTiLE-8TANDARD0STRM& TABLE2. >HMD&8a.L(HI%KM&M&STAkKIW&COF088tAWMGAL CLLMM PLUS D411E NMYEANMM QTY.PBR PAN I H&C 89 >JAABANdMOW. >FWMANCHOROW. AncWTypm G4-Mr LA[I AT®GUM-(2118'H.B./GOP/Mir H&) 1)-1/4°8.00 ULTMOON(FAY TAPOON G4A-2MV LAMMT®GLASS-(lW H.&180P I Ur H.B.) 2) -V4°884 C mmm Ge-7W LAW ATM LQU.-(3V1ir 7W.1A1R/3h8-K&19018/1E'K&) 3) -6h8'UL7it m GOA-Mr LAA NOW LG L-(114°TW.1AR/3h8°H&18GP/31H8'H.B.) Q -812 8T8.3. (GS) -SEEANCHMOENDTBS1&2ON81ET1. UNITHEKiHT 84 go 98 102 111a121) NOME PANEL FRAME 87 WIDTH SIDE � � . � � � , � � � . N aN a► N V N V N N a N tr N ? STANDARD ASTRAGAL t N V_ N N V N W N r' N N VZ N HEAVY DUTY STILES GLASS TYPE-4,4A 8,6A 80.0 -BOA ODA -ODA 80.0 •NIA 80A 40.0 60.0 -60.0 80.0 40A 60.0 40A 80A 40.0 H&S 04+1 C4+1 C8+2 04+1 C4+1 C8+2 C4+1 04+1 C8+2 C4+1 Ca+1 C8+2 04+1 C4+1 C8+2 C4+1 04+1 CB+Z C4+1 C4+1 08+2 04+1 C4+1 C8+2 24 JAMB 10 10 10 10 10 10 10 10 10 10 1 O 10 12 12 12 12 12 12 12 12 12 12 12 12 SEE SHEET 7 OR 9 FOR 80° P-HOOC 5 6 5 8 6 5 6 5 5 5 5 6 8 $ 6 8 8 8 8 6 6 8 6 6 INSIDE&OUTSIDE CORNER DEPICTION C8.U TYPE-4,4&8.8A 005 -80A 80A -wA 00.0 -BOA 80.0 -80.0 GOA -ma 00.0 -80.0 80 A -80.0 80A -wA H&S C4+1NOCB+2 04+1 C4+1 08+2 1+1LCT4+1 C8+2 Ca+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+130 JAMB 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12DLO WIDTH a NOAH.PANEL WIDTH-T P 1i001C 6 5 5 6 6 5 5 5 S 8 8 8 8 S . 8 8 8 8 8 8 8 DLO HEIGHT NOMI.PANEL HEIGHT-8.2b° CLASS TYPE-4.4A1,8,8A 80A 40A 00.0 -GOA BOA -wA 80A •80.0 NAA -60A 80A �.0 80.0 -80.0 60.0 -eoA H&S C4+1 C4+1 C5+2 C4+1 C4+1 C0+2 C4+1 04+1 06+2 C4+1 C4+1 C6+2 C4+1 C4+1 08+2 04+1 04+1 CB+2 C4+1 C4+1 06+2 C4+1 04+1 C5+2 38 JAMB 10 10 10 10 • 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-H001C 6 6 5 5 8f:]0 5 5 8 5 6 8 8 8 8 8 8 6 7 7 7 7 7 7 GLASS TYPE-4,44%8,8A 80A -80A 80.0 •WA GOA -60.0 80A -60.0 BOA �A BOA -00.0 80.0 -80A BOA -80.0 }Mg C4+1 C4+1 C8+2 C4+1 C4+1 08+2 C4+1 C4+1 08+2 C4+1 C4+1 C8+2 04+1 C4+1 C8+2 C4+1 Ca++1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 42 JIMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P4C 8 5 5 5 5 5 8 8 6 8 8 8 8 8 7 7 7 7 7 7 8 8 8 8do GLAS$TVK-4.4A.6.8A 60.0 4" 80A 4BA 00.0 -80.0 SOS -60A 80A -80A 80A -00.0 80.0 •80A 60.0 -MA .a t • 4 48111 KS C4+1 C4+1 C8+2 C4+1 C4+1 C6++2 C4+1 Ca+1 C8+2 C4+1 C4+1 CB+2 C4+1 C4+1 C6+2 C4t1 Ca+1 C8+2 Ca+1 C4+1 C6+2 C4+1 C4+1 C,@+2 `s. JAMB 10 10 10 10 10 10 to 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P44= 5 5 6 $ 8 8 8 8 8 7 7 7 7 7 7 8 8 8 S 8 8 9 9 9 vt�+,. GLASS IrYtiPlE-4,4A�8,6A WA -80A 800 -80A 80.0 -80.0 00.0 -80.0 H&S C4+2 C4+2 C5+2 C4+2 04+2 C5+2 04+2 C4+2 C6+2 C4+2 C4+2 C6+2 64 .MMB 10 10 10 10 10 10 10 10 10 10 10 10 6 6 1 B 8 B B 8 1 s 7 7 7 7 PANELS OVER 48"(WIDE -4,4&8,8A 00.0 A A 80A -60.0 -GOA NOT AVAILABLE OVER 98"HIGH H&S C4+2 C4+2 C6+2 C4+2 C4+2 C8+2 jC4+2 C4+2 C5+ C4+2 C4+2 C5+2 ( 80 ) JAMB 10 10 10 10 10 10 10 10 10 10 �--� P44= 8 8 8 8 8 8 7 7 7 7 7 8 1.POSITIVE PRESSURES IN TABLE ARE BLED ON THE USE OF 111E 3114"SILL. O = EXAMPLE ON SHEET 10 2.WHEN USING THE 2112°SILL,POSITIVE DP IS 46.87 PSF MAX.WHEN USING THE V SILL POSITIVE DP 18 80.0 MAX. �+ OH LENGTH (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. TABLE 2A I I 3.2112",3114°AND 46 SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112°SILL IS NOT AND MUST ONLY ��'W.��'DP OV�IANG BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN •FOE +y OH LENGTH PRESSURES SHOWN IN TABLE 2 MAY BE USED mmw LOAD OH �d WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA MAN-1-1 NIA HEIGHT ��` �`l �•;�.... Kt�''�i, BUILDING CODE{SEE ADJACENT DIAGRAMN LOW-21 +48.87 EQUAL TO 1 ��O•..•GGySS THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. r�_8.114 +8Q0 P OR GREATER Q,':. 4.SEE SHE=ETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT tai-or +60.0 P� 58708 INFORMATION. SEE NOTES 13 SEE NATE 3 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. „0' jtit , J.J. lwlVl9 NOQMW7MSHEET ;' loww'm Imam I=TFor /.omr DP AMD ANCHORAGE %�.�'••..,fiLORLQP•'�C'�`�` awo ormo a PM FL SM SERIES T!O ALUMINUM SGD-La9! ,`S/DMAL arc Jt"m A PMUMnOWEGo N►s PLO.ogxI 9 it St amwiv a* A R S�T4 Dnp MT$ 8 d ZS Pf!3nm TO A LYNN" P.E DESIGN PRESSURE AND ANCHORAGE-UN-REINFORCED-HEAVY DUTYSTILE-HEAVY DUTYASTRAC3AL TABLES. >HEAD&SIAL(MS)INTERLOCK STRAMT&COMER ASTRAGAL CLUSTHt PUM QNiER1ltt MTE ANCHOR QTY.PER PANt3 H&S. W. >JAW A R QTY. HXHOOK ANCHOR QTY. Andes Types: G4-7/1W LAMMIM GLASS-(3115'K&1 SGP13(15'KS.) 1) *lW ELCO U.TRAOOtN(FO .Y TAF=% G4A-9/18°LAMMTED GLASS-(114"K&I SGP/9/4*H.S.) 2) *1/4*SS4 06:7GFLD( G5-7115'LALI AIM LG.0-(3115'TEM?/AR 13M8*KS./SGP/3/15'KS.) 3) *8115'LB.TRACON GSA-7M(r LAMNATED LG.0-(1149 TEI.I Aft 13MW KS.1 SGP/3118°KS.) 4) I12 ST®.SCRBN(G5) EXT. *SM ANCHORAGE MOTES 1&2 ON SHEEP 1. UNITHEIGHT 80 84 90 go EAVYDUTYASTRAGAL NOM.PANEL FRAME Zd H HEAVY DUTY STIMESS V v V WIDTH SIDE v v v v w,, N N N ; v N ' et r� c+� r� r� 61 GLASS TYPE-4,4&S.8A 90.0 90.0 90.0 -90.0 90.0 90.0 90.0 90.0 H&S C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 C6+2 C6+2 C8+2 C8+2 C6+2 C6+2 918 24 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 DLO WIDTH=NOM.PANEL WIDTH-T P HOOK 8 5 5 6 6 5 5 5 6 6 6 6 > 119 DLO HEIGHT m NOM.PALL HEIGHT-82V GLASS TYPE-4,4A 6,6A 00.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 80.0 H&S C8+2 C8+2 C8+2 C8+2 C6+2 C8+2 C6+2 06+2 C6+2 C6+2 C6+2 C6+2 a OUTSIDE CORNER 30 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 1 6 6 6 8 8 6 7 7 7 7 81 198 GLASS TYPE-4,4&6,6A 90.0 . _90.0 90.0 90.0 90.0 90.0 90.0 -90.0 W ttttEt!!� H&8 C8+2 I C8+2 C6+2 C8+2 C8+2 C6+2 C6+2 06+2 C6+2 C6+2 C8+2 C8+2 �wMi We t 36 JAMB 10 10 10 10 10 10 10 10 10 10 10 1014 P-HOOK 6 8 7 7 7 7 7 7 8 8 8 8 =tail»l al * . GLASS TYPE-4,4A 6,GA 90.0 -90.0 90.0 -90.0 90A -90.0 ODA -90.0 H&S C6+2C6+2 C6+2 08+2 C6+2 C8+2 C6+2 C6+2 C6+2C6+2 C8+2 C6+2 WAN sow 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 9� P-HOOK T 1 7 1 7 7 7 8 8 8 8 9 9 9 GLASS TYPE-4,4A,6,6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 80.0 H&S C8+2 06+2 1 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 C8+2 C8+2 C6+2 48 JAMB 10_j_L0j 10 10 10 1 10 10 10 10 1 10-1- 10 1 10 W IN8IDE CORNER RHOOK 8 1 8 1 8 8 8 1 8 9 9 9 1 10 1 10 1 10 1.POSITIVE PRESSURES IN TABLE ARE BARED ON THE USE OF THE 49 SILL. 2.WHEN USING THE 211T'SILL,POSITIVE DP IS 46.87 P8F MAX.AND WITH THE 3199 SILL,POSITIVE PRESSURES IS 00.0 PSF MAX. TABLE 3A OH LENGTH (NEGATIVE PRESSURES UNCHANGED SEE TABLE 3A. SILL .VS POS DP 3.2112°,3114",AND V SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION OVERHANG WHEREAS THE 1 112"SILL IS NOT AND MUST ONLY SRL RBE m Dwm BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN HEM LOAD OH LENGTH ��ttttt� PRESSURES SHOWN IN TABLE 3 MAY BE USED FLUSH OH O EIGHT WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE -1-112" NIA HEMIT EQUAL T01 P8F 67,48 + FLORIDA BUILDING CODE(SEE ADJACENT DIAORAM� LOV11-2-1/2" � THIS CONDITION 18 NOT RATED FOR WATER INFILTRATION. M®-34A +60.0 P3F OR GREATER •:. 4.SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT HKBi -49 +90. _�.�,� V40-58705 •..�* 0 MF 5.DOOR SIZENTO COMPLY WITH FBC EGRESS REQUIREMENTS. SEE NOTES 1-3 SEE NOTE 3 f a- A.- - --- -O ' Ctl :'A •'•mwrj. I 9 !9 /19 7S 3ETDPANDMCHORAGE 0 mmm oca , ��. Me 9 a � PA�x�� SERIES 770 ALUMINUM SGD-LMI '�,//fill A�% arDea )exam RL 54274 source W'S 8 w 23 I"PGT= C I�L" RE ANCHORAGE REQUIREMENTS NOTES: 1. APPROVE?ANCHOR TYPES. 1)114°ELCO ULTRACON(FORMERLY TAPCON) 2)11C ELCO 884 CRETE-FLEX 3)5/1(r ULTRACON 4)#12 STEEL SCREW(06) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIED IN TABLES 1-3 SHTS.7 . HEAD&SILL................IIS MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES,SHTS.7.9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION. PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE Ir FROM CORNER ANCHORS CAN BE INCLUDEDL ADDITIONAL ANCHORS 24"MAX.O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL,INTERLOCK&90°CORNER ON SHT. 11-12. JAMBS&P-HOOKS...t)"MAX. FROM BOTTOM AND 214 MAX.O.C.UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHTS.7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS WI& 'ANCHORS PER PANEL"ARE 8"MAX. .. 3.6° INTERLOCK SEE CLU DET. SHT. 11 .. ASTRAGAL INTERK) _ W MAX. T THOSE AT THE HEAD AND SILL CENTERLINE CENTERLINE I 8°MAX. I BETWEEN CLUSTERS OR THOSE I ♦ - -•--�♦ � TYP. BETWEEN A CLUSTER AND A 4*05'r 0 0 FRAME JAMB OR P-HOOK. 2.M4.05r— o t " I 3.5 3.6" • 24"MAX.O.C. 0 EXAMPLE OXX ANCHORAGE PLAN: C4+2 HEAD&SILL ANCHORAGE(3 PANEL,2--TRACK EXAMPLE SHOWN)_(14)ANCHORS TOTAL t TY'• 1 (3) PANEL, 48"x 96" DOOR FROM TABLE 1, SHT. 7,-ANCHOR TYPES 2 &4 IN WOOD SUBSTRATE _ _ EXTERIOR 3 R _ C4+2&CORNERS=IM ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP.JAMB CLUSTER DETAIL BELOW SEE CLUSTER 2 C4 2 C4 2 C4 2 DETAILS,SHT.11 x x x x x x x x x It WMAX • x x x x x x, x x x x �� • 10'MAX. x x s�.eNppMr4wil�likt tolwiAi► • SEE NOTE • 3 MAX. x (10) �. 1 -1 o t&.t� 3.6"TYP. BELOW�� ° x a FRAME 21" ANCHORS �� Mm -- (7)P-HOOK • ANCHORS MAX.O.C. (SEEESHEET 14' • x ANCHORS p • •=P H�:L I� CLUOR STER • • ANCHORS 24 INTERLOCK • x x MAXCENTERLINE • :ion MAX. � SPACING O.C. • IWNC. x x6"�• x x x x x x x x x 80 MAX r"`� x x x x I x � x M Z.C.-,., u i 24"MAX.O 3.5,T.YP. 8"MAX..TYP. � 90°CORNER EXAMPLE OX-900 OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: (4) PANEL, 60"x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 &2 IN CONCRETE SUBSTRATE 10,10 SEE CLUSTER DETAILS. j INTERLOCK CENTERLINE SHT.11 8°Mme• r t r r r r 4.061" ��pNg LYNN R11 I c MIN. %%0 .-�pEtdSF •• Q l— o � O.C. Zz ;' •.•k r 0 0340 2.04° '*: No.58705 EXTERIOR SEE CLUSTER DETAILS.SHT.12 NOTE: SEE DETAILS 8&T ON SHEET 14&DETAILS TYPICAL JAMB CLUSTER FOg WIN Ws i• a• ONS 16 P HORS -0 /o 1, << IF J1 &I VI9 C NO CHANGE IM SHEET i AQ•'• STA'�6 4t ANCHORAGE SPACING&EX'i4MPLE PLAINS , ,c• FtoR,o..• C� aw B PERMWSERIES 770 ALUMINUM SGD-LMI �'�'�SS�ON.. Sora iftf8w A PMAINWAMtAvfmft COWASM PaBQKIMe�� a cax�oft � A.LYNN �X GOV" r Soon NTS 90 a 23 PGT0002 C P.t3.a r-----------------� Ci4��F`� r----------------A§YA�AI,OR—i r----------------AA'�A,LF--I INT: INTERLOCK 1 i INT. (•.--INTERLOCK = ; LN T. INTERLOCK 1 CENTERLINE 1 CENTERLINE I i .CENTERLINE I 3.8 , = 13.6 1.76 ; 1.76 3.b I 4.051— 4.051 • 1 1 1 2.040 1 2.040 2.040; 1 i 1 i ; �_N3.6-------- - L---4��1-----------_____7_----__� ---_ ------_ ---..J 2TRACK.ATRAGAL/INTERLOCK 2-TRACK.&EBWAL/INTERLOCK 2 TiiACK.ASTRAGAL/INTERLOgC ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C5 ANCHOR CLUSTER-06 --------- --_--_------_—__ ---------------� NOTE: �►�C bl�•----- i i�AC�•___ I � ��--- INT. � ALL DIMENSIONS SHOWN INTERLOCK INT. I I INTERLOCK 1 INTERLOCK 1 ARE BASED ON MINIMUM CENTERLINE i 1 CENTERLINE i iCENTERLINE� ALLOWED.ALL DIMENSIONS I --„-I 3.5 3.5I 7 + 3.5 SHOWN ARE IN INCHES. 1 � l I 1 = 2.040 4.0721 040 • 4.0721 ! colk 1 4.046 _ 1 J -__------- II R� J L-.— -._--- --- INTER 3-TRACK.ASTRAGAL l INTERLOCK 3-TRACK.AST�4 ./lN'TF-RI-O(�C 1 w� 'S A—NCHM CLUSTER-C4 ANCHOR CLUSTER-C5 ANCHORCLUSTER-C8 ----------- --------- -------- —•� �`i'�AZ�ACDT�-- � TR7�3RC�Tf"—` � 't�►Z�7�'�FE-_ i INTERLOCK INT. , I INTERLOCKINT1mmocr. ; 1 CENTERLINE ( i i CENTERLINE I i 1 CENTERUNE� I 1 1.75 1 = _ ; 3.5 3.5 1 I 10 1I 1 12040 1 i 4.046 2�1 1 ; 2.040= = 5• 1 1 I ° 0 1 1 I i i I �{11111 14-0 cr1 1 _ � 4. 1� ,,......,, — ASTRAGAL INTERLOCK ^TRACK.ANSI Rp►GAL/INTERLOCK `��` � v�GE�ss 4-TRACK.ASTRAGAL/INTERLOCK 4-TRACK. t �';• ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C5 ANCHOR CLUSTER-CS * �,yg705 a = erg NOIDPAWETWME& ImXWOOLOGYaRW ANCHORAGE ENOXaM XAMPLE CLUSTERS '%�,��•.,,�zos o� �C?�` FL wx IsawSERIES 770 ALUMINUM SGD-LM! SS1O�1�N��A; am !vmw A PBRIIPAIW DAVE Ad�� ideNb�git soft omftw l� A LYNN M1LL•�P.E ofta Nrzxcwe:l:it 34W sc�rAo lNTS 19 d 23 I PGT= C 018 r-------......----.,,- _r- -.....----------....�_______� 1 INT. .. 3.5 1 NOTE: ALL DIMENSIONS SHOWN 1 1 ARE BASED ON MINIMUM 1 `% i ALLOWED.ALL DIMENSIONS INT. SHOWN ARE IN INCHES. 2.04 ; i 3.889 1 1 EXT. 3.839 EXT. 1 2.04 ftfo ! _ = 6P 0V 4 w 9 M 2-TRACK 90°OUTSIDEMM SHOWN. 2-TRACK.SO'INSIDE CORNER SHOWN, 2-TRACK Or INSIDE CORNER SIMILAR(OPPOSITE) 2 TRACK.W OUTSIDE CORNER SIMILAR(OPPmrm ANCHOR CLUSTER•C4 ANCHOR CLUSTER-C8 USED FOR Cb AND CO � ift �' -wMl►it*pie" Amqftm,lb — *J �!- 1 - 1---- _INT._ 3.6 !1 1 2.04 INT.: i I 1 t 3.889 + I � 1 = 3.889 j o = 0 EXT. i i 2.04 ,/ fl fl 3-TRACK.90°OUTSIDE _ ER SHOWN. 4-TRACK 90°INSIDE CORNER SHOWN1 1+++ 3�TRACK.80°INSIDE CORNER SIMILAR tOPPOSITE) 4-TRACK.90s OUTSIDE CORNER SIMILAR(OPP081TE) �` �. •, M1(�„��i C-6 ANCHOR CLUSTER REQUIRED C-8 ANCHOR CLUSTER REQUIRED ` ��,ENS• ''• . AT ALL 3-TRACK CORNERS AT ALL 4-TRACK CORNERS ;' `' •••. �t * : 00.58708 f :K1•' 6o N 1! W— D ��•' 81A�OF t;_ _ 7�rv�t cIvoo nes r AJVCf'IGRAGE EX4MPLF CLUSTERS 'O, �ommo e � �a saa�sur n �eau»cauons pa SERIES 770 ALUMINUM SGD-LMI ''+►r i �1 t�`� o� �t spa Im 12 23 PGT= lawc aLYNN " P.�. 21116°O.C. 2x WOOD BUCK TYP.,SEE ANCHOR NOTE 3,SHT.1 SEE CHART,BHT.1 NCRETE SEE CHART,SHT.1 1"MIN. 21118°O.C. 21M8°O.C.TYP E.D.TYP. 1"MIN. 21/18"O.C. M. E•D•TYP. TYP. y .,,+ � ,... • Zy.}'•;+•� �.s;+tr;: ;s, • •; •• EXT. EXT' 1318°MIN. •,r' 4 �, i.' �: .•:•��;'j4. SEE Vrvv�� +�' �:4#:•v'Ao' r 6• 'y•i,,• 1318°MIN. ••"?w:::�„ ;t.•;�. .�::+�: ;. SHT.1 : « ;.�.;... : .�,.•,.;•?, .r, . 114° 114° E . MAX. MAX. 1/4" 1t4° SHIM SHIM MAX. MAX. WOOD ANCHOR M.,SEE ANCHOR NOTE 2,SHT.1 SHIM SHIM ' SHTDETAIL A.2«MM FRAME HEAD DETAIL B.3-TRACK FRAME HEAD ICONCRETE ANCHOR TYP.,SEE ANCHOR NOTE 1,SHT.1 SEE CHART '1 WOOD INSTALLATION WOOD INSTALLATION DETAIL C,2 TRAGIC FRAME HEAD \\ DETAIL D.3-TRACK FRAME HEAD WOOD ANCHOR TYP.,SEE ANCHOR NOTE 2,BHT.1 2x WOOD BUCK M„ CONCRETE INSTALLATION CONCRETE INSTALLATION SEE ANCHOR SEE ANCH.NOTE 3, I,)X WOOD BUCK M„ NOTE S BHT.1 BHT.121M�'O.C.,M. SEE ANCHOR NOTE 3,SHT.1 (11'r MAX) SEE ANCHOR SEE ANCHOR NOTE 8 BHT.1 NOTE 6 SHT.1 EXT • (U4"MAX.) (1t4"MAX.) 13 ' /8°MIN. EXT. 2119 ' 1°MlN I 13C MIN. ...+;::,:.; 6 ,. :�:;• -••. SEE CHART E.D., I••-- ,�; �I.., p ..i,,?: :;z;.•:•,••�+• .1 .•a ' O.C.,TYP. M. ?.x WOOD BUCK 1 MIN EXT •." : ra.,.." . . -W . 21/18" .::': ... ...,.•�, ;,, {,.w;.: DETAIL E.2-TRACK FRAME SILL TYP,, E.D., SEE CHART,SHT.1 -04 WOOD INSTALLATION- SEE ANCHOR O.C.,TYP. M. �lotix►t�'1' NOTE 3,BHT.i DETAIL C3.2 TRACK FRAME SILT. DETAIW�INSTALLATION SILL CONCRETE INSTALLATION I CONCRETE ANCHOR M., SEE ANCHOR SEE ANCHOR NOTE 1,BHT.1 21N6°O.C.,TYP. 1"MIN we NOTE 6 SHT.1 E.D., {114° NCRETE M' .. 1318°MIN. ' ,w t«..a++ ••'•.••.d w Yi.'_ SEE CHART EXr. BHT.1 21M8° WOOD�,�R4TYP,�CSKEEFANCHORE TE 2.SPIT. O.C.,TYP. SEE CHART.BHT.1 WAD INSTALLATION DETAIL H.3-TRACK FRAME GILL 2x WAD BUCK TYP., CONCRETE CONCRETE INSTALLATION SEE NOTE 3,BHT.1 WOOD ANCHOR TYP., SEE CHART,BHT.1 SEE ANC HOR NOTE 2, SEE ANCHOR BHT.1 y .,� . .,, .••. , •,.,tiA. • • ,. r ,.•= NOTE 5,Off. 1 s. ;'`''� ,:� a..; '';�'•:'� .•*.s;•:• ::'�.:r; �• SEE CHART Ow MAX.j p• ••�..i: , �'« =.iar. i�•. "; �'*:''�'Z:" ' SHT.1 EXT. 13v MIN. �� .I LYIdAI A9j� 'jai 21/16°O.C.,M. ExT; 21116°O.C.,M. 1E.D.N (.•+-- . yg705 ••.'* CONCRETE ANCHOR TYP.,SEE ANCHOR NOTE 1,SHT.1 '�: Na• DETAIL J.4-TRACK FRAME HEAD DETAIL K,�4-TRACK FRAME SILL. TYP. CONCRETE INSTALLATION WOOD 1NSTAUATiOIV i (,� Go '1 , . ' f ,� ��u�>< c NOOMWTW MET ANCHORAGE DETAILS '• state° • 2, ism am ovam 8 FWAUM&WCOAGIRM ACROM A34876 �` ', tS &,��• MWTW—lsmsvSERIES 770 ALUMINUM SGD-LMI S�ONA! owfun= A PAR- MW as �� 8alasroae ova. we A L1'��, g ,P.E. o ,&s�4 sownNTS 13 a 23 MT= c P.UWM CONCRETE ANCHOR TYP.,SEE NOTE 1,BHT.1 ONCRETE SEE CHART 4 Ilio"O.C.,TYP. BHT.1 2.W SEE ANCHOR 114°MAX.SHIM —r-I 1/4"MAX.SHIM --•�•� •: ~� NOTE 8 BHT.91 :., 8EE CHART �• i::►.= SEE CHART (1/4"MAX.) BHT.1 ta::;•� SEE CHART EO(1', :;+�• SHT.1 •• ' BHT. 1 CONCRETE .,.r A, •t: •�. ••� ANCHOR ` %•! s 2 Ilion 4.051 ?«'�' :.:,•.a•;! NN;'*, ;•. .,..•. t.•• :'+. :• �' '� MIN. . ` :...;�:, .� ?" 's:t!•� «. •, ;.•. ° •. 21116° .••. ••,.. TYP. SEE ? ..•r "• .• _ •+:s;, .::��•, . b ANCHOR EXT• '••;' .�•';", .�,. a.., i�'.�,� t.;•a,• '• O.C.,TYP. , �••' O.C. TYP. O.C. SEE CHART BHT 1 NOTE 1, 3.6" r • I•two t L. DETAIL 4-TRACK FRAME SILL +.,: BHT. 9 , R FOR WTALS CONCRETE INSTALLATION CONCRETE ''''' ' ,,�s M.N.O.P•D&R ANCHOR k. •..�.. :+s;. •'=;, 1318°MIN. 1"MIN. TYP.,SEE .'`;::. RY DETAIL P. AME JAMB 114°MAX.SHIM 1318°MIN. ANCHOR '' '' CONCRETE INSTALLATION 114°MAX.SHIM �-- 1 NOTE 1, EXT. EXT. 8HT.1 ~• WOOD WOOD 1" :�i.;� SEE CHART BHT.1 ANCHOR ANCHOR MIN. 1/4°MAX.SHIM TYP.,SEE TYP.,SEE ;�.; EXT ANCHORNCRETE NOTE Z ANCHOR 21/16" DETAIL O.4-TRACK FRAME JAMB � �'+++.• SEE CHART BHT. NOTE 2, O.C.,TYP. CONCRETE INSTALLATION ANCHOR •y.'s'd• BHT.1 BHT.1 TYP.,SEE 2X WOOD 13A"MIN. ANCHOR ::' ,� •. BUCK114"MAX.SHIM NOTE 1, :`• .:. SEE BHT. 21/ills �' •• '• . . ANCHOR O.C..TYP. NOTE 3, DETAIL N.2-TRICK FRAME JAMB 10 MIN. �'•''�'''' 211160 BHT. WOOD INSTALLATION V:Jr" ' Ids irt�dl� ► O.C.,TYP. ,: Zide wow ANCHOR 2X WOOD BUCK $�'� '•" - TYP.,SEE SEE ANCHOR �••X21. ANCHOR 21116" NOTE 3,BHT.1 NRY NOTEDETAIL R.3-TRACK FRAME JAMB DETAIL M. STA E JAMB �p FRAMINWG BHT. O.C.,M. CONCRETE INSTALLATION WOODD INSTALLATION SEE CHART,BHT.1 PHOOK MOUNTING ADAPTOR 13/B"MIN. PHOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK BETWEEN SHOOK INSTALLATION ANCHORS DETAIL Q•3-TRACK FRAME JAMB ` •':: • .'.� INSTALLATION ANCHORS WOOD INSTALLATION �! ';, ti::: �'"�' •.• r•:'� -----CONCRETE/MASONRY _• %r� . 's. (GROUTED BLOCK ONLY) 1"MIN. 1314'MIN. �•'�''' j ' �.;SEE CHART, 1 114 �«,�•,• a; Ori 8HT. 1 E.D. •:" WOOD ANCHOR 1�►i i t t SEE ANCHOR NOTE 2,BHT.1. SEE ANCHOR NOTE 2,BHT.I. `�� LYAif4 M/ i,e ANCHOR QTY.FROM TABLES - �,,.......,.( �� 2.683"MIN. 1.3,SHTS.7 9 PERTAIN TO ANCHOR QTY.FROM TABLES `��0., c ., ,Q 1-3,SHTS.7.9 PERTAIN TO J EXT. THIS ANCHOR LOCATION, 2.683°MIN. THIS ANCHOR LOCATION, No.58705 •''* DETAIL S.P HOOK DETAIL T.P-HOOK _ WOOD INSTALLATION CONCRETE INSTALLATION r•'0 6 a K !1 :• w� J.J. 61Ht C Nt0 CNA M TW SME'!• !oma r mtaooYDwvE _ 0' ;• •FTATB ANCHORAGE DETAILS cow NNW mamotem B PFRA0WDW .R � SER/ES 770 ALUMINUM SGD-LMl �'''�is`S'/ONA�►� sm ivow A PERIGMOGI0trCOMAgYTB PA18QJ!!�A rfa sayt_1_J-! �, 6 R 3874 X770 NT$ 14 a 23 PQTT?�1 C A LY�V P.E. WOOD FRAMING SEE CHART,SHT. 1 NCRET E/MASONRY 1318"MIN. P-HOOK MOUNTING ADAPTOR (GROUTED BLOCK ONLY) P-HOOK MOUNTING ANCHORS LOCATED MID-SPAN ADAPTORANCHORS BETWEEN P4iOOK ''.• . ":.•�• •'�`'�•#", r •- .� LOCATED MID-SPAN INSTALLATION ANCHORS ;•,: s ; ; :• •a.�:r+:v.•';�. BETWEEN P-HOOK •`�•'�•' �" -�' �. INSTALLATION ANCHORS sp�.;i s "�;af �•,�„�„�,,,.:ti.,,,�! y:' .' :�,•t;t;. •SEE CHART. 1Sir MIN. 1 114'9W. s t :'i:�`•i �.a t gr: SHT.1 1'MIN. •�',••..�'. E.D. WOOD ANCHOR SEE ANCHOR NOTE 2.SHT. 1. SEE ANCHOR NOTE Z.3HT.1. ANCHOR QTY.FROM TABLES ANCHOR QTY.FROM TABLES 1-3.SHT3.7-9 PERTAIN TO 1.3,SHTS.7-9 PERTAIN TO THIS ANCHOR LOCATION, THIS ANCHOR LOCATION, 2.6W MIN. 2.6930 MIN. DETAIL MM,P-HOOK FOR BOX RIR DETAIL-NN.P-HOOK FOR BOX RISER WOOD INSTALLATION CON INSTALLATION ' 11C1'A�V18� DETAIL V SHT.18. #10 X I m ANCHORAGE DETAILS'A' PH SMS sK. 1 •-i o I 1� _ _ _ ' &10.SHT.13 PANEL CORNER _----o—i r--------- -'� DETAIL s !q PANEL is PANEL PANEL PANEL T TYPE oil TYPE a e 'QS' n TYPE TYPE 'AS' 1C lid i a i ETAILE,S HT.19, #8 X 1.000 iia ANCHORAGE DETAILS'N PH SMS(OPTIONAL)a i ria 8P.SHT. 14 oil SEE : N 3,$HT. i i n i s i 1b DETAIL SW,SHT.19 flu 1116———----- EXT. I�4r�rsasam��6lnr�asrs�am� DETAIL'KIC,SHT.20 DLO WIDTH=NOM.PANEL WIDTH-T DETAIL V,SHT.18, DLO HEIGHT=NOM.PANEL HEIGHT-82V ANCHORAGE DETAILS'E' &V,SHT.13 Y i� XX-900 CORNER-XX t2 TRACK INSIDE 90° CORNERS INT. r FRAME CORNER .`� o�y •• 'SEE APPLICABLE ASTRAGAL&INTERLOCK PER DP TABLES DETAIL Mo HORIZONTAL SECTION B-B _ -Ic; 5870`' Ol• .,►P-1 ,tbrit ~ '#:: c ntocwan►c 7 8 ANCHORAGE DETAILS I EXWPLE ELEVA770 =Ofioso�rorMe 11011013 s �` ' 1ill'lO1dSERIES 770 ALUM!lVUM SQD-LMl a L, P.�.l�HE�B A pa"wa DB Vm P agxI i� a ware o�irs 701 Oak MGIC ft W4 7T0 NTS 15 d 23 PQ7I?0a2 12"mm DETAIL W,SHT.19 DETAIL SW,SHT.19 NOTES' 1.SEE SHT.17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS.7-16 FOR ANCHORAGE DETAILS. 2.DLO WIDTH=NOM.PANEL WIDTH-r DLO HEIGHT=NOM.PANEL HE GHT-8.26° DETAIL'FP,SHT.19, DETAIL'V',SHT.18, 3.(1)LOCK(ITEMS 70&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ANCHORAGE DETAIL'PI'& DETAIL W,SHT.18, ANCHORAGE ��"' - A S ORAT.14 ANCHORAGE DETAILS'N' DETARAGE 4•PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP TABLES. &'P',SHT.14 ILS W &.C,,�13 DETAIL 9P,SHT.18, -� p�= ==i==9 �-ANCHORAGE DETAILS'A' ♦ E� ------ --------�- _ -- _ _ __ � ♦ &t",SHT.13 PANEL PANEL PANEL PANEL a PANEL a° PANEL ° PANEL PANEL a r YDETAIL'EE',SH7'.19, TSE TYPE TYPE TAE iii TYPE ° ° TYPE ° TYPE TYPE ♦ ANCHORAGE MAILS'N' MAX 'A' i u 'CS' i '4S' 'tC &4�,SHT.14 HT' ;' i 0 / / HT.In DETAIL 13B',sHT.19 y r r / iSEE DP 0 i 1 1 L' 1 NOTE DP TABLES iii i 0 ° TABLES DETAIL W,SHT.20 a iii I ® i 3 "FRAME X X:::j X INT. EXT l +/ �a�maflaaaaa�baaaaaaa� -� • DETAIL'U,SHT.18,f DETAIL'U' SHT.18, HORIZONTAL SECTION A-A ANCHORAGE DETAILS T XX-900 CORNER-XX(2 TRACK ANCHORAGE DETAILS'E' PMEL CORNER O) XX(2 TRACK) &'G',SKr.13 900OUTSIDE CORNER)- EXAMPLE &10,SHT.13 DET ILS SHTT. 15 EXAMPLE DETAIL W,SHT.19 DETAIL W,SHT.19 DETAIL W,SHT.19 .►N6'sep�► �' r vI DETAIL'DD',SHT. 19, DETAIL'AN,SHT. 19, , ` DETAIL HW,SHT.19, , DETAIL TSHT.18 ANCHORAGE DETAILS 47 ANCHORAGE DETAILS'S'&T, ANCHORAGE DETAILS'M' ANCHORAGE DETAILS T &7r,SHT.14 SHT.14,WM'&'NN',SHT.15 &XY,SHT.14 &'J',SHT.13 DETAIL W,*SHT. 18�, gvANCHORAGE ~� DETAILS '&'D',SHT. 13-- r PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL 'M' 'F' 'F 'IC TYPE TYPE TYPE TYPE MAX, 'R' 'I-' 'M' 'F' HT. MAX POCKET !� % ♦/ SEE HT. UNDER DP SEE SEE SEE TABLES DP SEPARi NOTE TABLES NOME �A' 3 _ '-✓ < 3 4�3 X X X X OIL X X Xlilt DETAIL'Y',SHT.18, + �`�'�1; ��-Ns�''• 'f' ��: — _ )0(XX(4 TRACK BY-PASS) ANCHORAGE DETAILS W wo.5s7o5 OXXX 3 TRACK RIGHT POCKET DETAIL W,SHT. 18, EXAMPLE SHT.13&V.SHT.14 �r; �r ANCHORAGE DETAILS - - EXAMPLE Pi. lw11/1 i C Ao CHAAw m&mr %'A •. gTA'�E ,,��': WO 7ECMWLCGYDMW EXAMPLE ELEVATIONS %O.c.'•• .o�oP••• ��: SERIES 770 ALUMINUM SGD-LMl a NONOMPt340174 �p NTS i8 a 23 P(371?002 C A.L P.E 1.SEE O- TABLES FOR PANEL WIDTH& ., J ASTRAGALAPPLICABLE 0 M, M, •.F _ �- � 7"� I N 1 J 1 ray �� i:F ►-�► I�iliaINTERIOR (ALL PANEL TYPES) N R • 1 EXTERIOR bill;Q, , , A .J • � � a-r IAF �-i /,�, .mow +�� -r Nom' „{. I 7'r •:h 1 l f F t I'F' IAF i CJ / I� M-1, �y f t� r • 00 • N r • 940r • SILL RISERS OPTIONS 24 23 <EXTERIOR IN�[� 29 (ALL VERT.SECTIONS) 18 4.056' 2 2.686" 322 EXT 112 17 1.887' ' EXT. EXT. EXT. j EXT. 45 8a 81 33 ' FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 52 61 25 DETAIL'LL'SCREEN 46 22 AT HEAD 20 48 47 p 18 EXT.112 4.058` 2 3.� 2.x56' DETAIL%W SCREEN pp•, 1•� AT SILL EXT. EXT. EXT. 4 Lj FLUSH FLAT SILL RISER LOW FLAT S j&RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER KIP a 1 3 BwMt 4 113 6 113 6 11a 8 . so s EXT. EXT. EXT. DETAIL V DETAIL W DUAIL T FUND PANEL � FIXED PANEL Fq�D PANEL SHOWN SHOWN SHOWN M 89 EXT 72 OR 73 EXT. 72 OR 73 EXT. 72 OR 7s 11 7 11 9 11 10 �{tltttf� 113 113 113 \��` �•( 1.Y A9jj�.iii q��•'�GENSF '•:'t' �i •Ar; No-55706 DETAIL RJ' DETAIL MP DETAIL'Y' — — a• fig t 141/94/49 C NO CWNGE TNS SHEET s 0 • g OF o J2 toxo rO�c� R77M SECTION DETAILS '•Q�'••..PLoaw?:•'•Co ' otowo 8 r� Noxom FL San � 'SFS aw ividw A PMAMW PaegxI= SERIES 770 ALUMINUMSGD••LMl '''��j `�� mmx 1 ,FL 34274 ambomwe 11610*1*8A.LYNN P.E. G � SC�D7f0 d 23 c P"r , , 3 so 81 OR 61 403 418 18 5 Ly OR'81 113 413 14 er000" 6 DETAIL W DETAIL W STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL ORGI 6 AND STILES AND STILES 62 111 S 60 OR 61 14 103 413 05 8 17 DETAIL 9P !�I 60 OR 61 fkA-rlMrVWAW DETAIL 7•qi'S DETAIL'FP(FIXED PANEL) 403 118 96 46 DETAIL'BB' 11 • DETAIL'1Br' e - �3�ifit�ledl5► 28 62 40 61 k•. 4a �: as 51 03 so ov 27 oR 84 OR 61 20 17 $ DET L TIN'SCFEEN TA JAMB 111 02 f4AT DETAIL'LV MIDSPAN 26 DETAIL TV(FLXED PANEL) 2763 OR61 OR 81 CH 20 4 INTERIOR (ALL HORIZ SECTIONS) 'INN k.....,,4(F� � EXTERIOR ,••�GEN88 82 DETAIL'AA' AT MIDBPAN �� '•. DETA (FD(ED PANEL}_ No.58745 IL.'Ot3' `ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3. SHTS.7-9 FOR DP(PSF)ASSOCIATED WITH STILE – a' o t� 11 ' w PA 01/41 NO CA4NGE THIS 3HEE7' %O'A.,• SYA A •:• A. mmmp mm �aTo ra►rocor�t►►n HORIZONTAL SECTION DETAILSomwmm O •.,�of �.• ��,: aw otvw a PMA0W0 rEa Nags,FL84 _ �'�,�s !O'•A � ` ��laawNw— ew a P.a SERIES 770 ALUMINUM SGD LMIam WNW HE now �" R. o sc,�no NTSIwo,l9 d M PQT00a2 C A LYNN P.3. 5 81 113 118 7 11 113 103 14 IWMR 00 5 120 EXTEFm 00 00 00 gal= INTRWR rr�ut�'�v Mawr. 00 00 14 113 .118 11 7 113103 119 5 DETAIL 'JJ' DETAIL 'KK' (900 OUTSIDE CORNER, 2-TRACK SHOWN) (900 INSIDE CORNER, 2 TRACK SHOWN) SF • '••; '; 5 �c; Ns•587fl � � 1 2 901tHt C NO COMM THISSItEET' 8�p►iE� :' ♦�+~ ,OMTEHVCLOGYD16W HORIZONTAL SECTION DETAILS CORJVERS �0%-' �t.o oA•' �.� so turwds a s P.O. ,� SERIES 770ALUIMINUMSGD—LMI ii� t �� R� FL �7T0 NTS' 20 �+ o� PG7=2 C AL P.E ITEM POT Dr4 0 PGT.0 DeBaOdon REAM POT Dog.0 PGT.0 Dlawdptlon 1 'R7391I3 817306 2-TRACK HEAD 8 17328 61732$ PANEL STILE 2 17303 617304 2 TRACK HEAD WITH SCREEN RAA- 61 17328 817326 PANEL STILE(HEAVY DUTY) 3 17309 817309 3-TRACK HEAD 62 17327 817327 INTERLOCK ADAPMR 4 17312 817312 4-7RACK HEAD 63 1228 6TP248 VINYL BULB WSW.-THIN(INSIDE INTERLOCK)- 6 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END VWATHER STRRP PAD 6 17317 817317 FRAISE HEAT?UAMB ADDON 06 17328 617328 INTER LOCK SCREW COYER 7 17304 817304 2•7RACK SILL 87 17329 617329 ASTRAGAL 8 17301 817301 2-TRACK,SILL WITH SCREEN RAIL 68 17339 817339 HEAVY DUTY ASTRAGAL 8 17307 817307 3-TRACK SILL 8 17324 617324 TOP&BOT 110M RAIL 10 17310 817390 TRACK SILL 70 17360 417350 WEATHERSTRIP Exnua DrI(RECTION MOLDED) 11 17313 817313 FRAME SILL TRACK IMRT 71 1898 71895 11/2"X110 X 3W HIGH FIN BEAL DUST PLUGS 12 1 17316 817318 FRAME SILL SCREEN ADD-ON 72 8153 78153X TANDEM ST.87L ROLLER ABBY. 13 17316 817318 FRAME STILL SCREEN END ADD.ON 73 S1q MON TANDEM NYLON ROLLER ASSY. 14 17305 817305 2 TRACK JAMB 74 SILICONE DOW 899 OR 898 15 17302 817302 24RACK JAMS WTRH SCREEN RAI- 78 5985 781BIX GEMINI AMORMCE 3-PLY DUAL LOCK WRANIO TRIM PLATE 18 17308 817308 &TRACK JAMB 76 71=MFPFX 01032 X 1°FL SS SCREW VW TYPE°F"TIP 17 1 17311 817311 4-7RACK JAMB 77 7103239 1032 STEEL ZINC UNUT 18 17322 81737'2 SILL RISER-0 78 17358 617355 3116&114 OGEE BEAD HORIZONTAL 19 17319 817318 SIU.RISER-0 HOLLOW 79 17357 817887 r 53 BEAD F50 7- 20 17321 817321 S01.SER-LO N FLAT 80 17399 81738 7118 BEAD HORMMM 21 17318 817318 SIU.RISER-UNV R 0U.OW 81 17380 817380 2MS BEAD HOFMWAL 22 1 17068 6173 BILL RISER-MED FLAT 82 1224 8TP247K VINYL BULB WEATHERSTRIP 23 17354 817354 SILL RISER-MED HOLLOW Los I IGTAPE V2°X VW SINGLE SIS ADLE8WE TAPE FOR K3 BEAD 24 1732D 61738 SILL RISER-HIGH HOLL.OW 28 17323 617323 SILL MER-HIGH FLAT 100 8002 48M ROLLER ADJ.HOLE PUJG 26 17333 817333 POCKET DOOR P•HOOK 101 72087 JAM BUMPER 27 7070 87070 NEOPRENE BULB WSTP FOR P4iOOK 102 lose 71616 DUST PWG 26 17394 617334 POCKET DOOR P-HOCK MOUNT 103 8188 78186X 1°KEEPER 20 17335 8173 P4i00RC COVR:R104 863 73OKEEP BMW LOCK KEEPER 30 17348 617348 POCKET DOOR P4iOCK FOR BOX RISER 105 17344 817344 FDBB?PANEL CUP-8'um 1b 1�"�0 l •14 OPTIONAL PARTS(NOT SHOWAf IN DRAWOND) 106 17362 817062 EXTERIOR FO ED PANEL IR=Ti4Q ER 40 4318 817268 SCREEN SIDE RAI.•LOCKSTILE 107 1739 71739 HANDLE KR-INTERIOR RAMIE?WITH 11-UM TT M 41 7LACKW DSK SCREEN LOCKSET 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 42 41818 SCREEN KEEPER SPACER SET 109 1731 78182SN HANDLE KR-!RECESSED INTERIOR WITH THUMB TURN 43 8152 88902 SCREEN INTERLOCK ADAPTER 110 1732 78178 HANDLE KIT-RECESSED EXTERN PIAL 44 4406 84420 SCREEN SLE INTERLOCK 111 71OWPSD AX 010 X 314°W PN.TEK-S.S. 45 4317 817266 SCREEN TOP RAI- 112 1235 87516 WSW,,270 X.170-FON SEAL 48 4318 817287 SCREEN BOTTOM RAIL 113 1712 6408 .IW X MD FINW.AL 47 68S 78RAZ STANDARD ROLLER 114 710III&W 010X 11W 48 888 78RAX STANDARD ROLLER-ST.STL 115 71191PPT SICK 1° 49 4344 84344 SCREEN ASTRAGAL 118 720X1X 014-20 X 10 ST.SIL 80 17349 81730 OND SCREEN ASTRAGAL ADAPTER 117 720X112X 014.20 X UP ST.STL. 51 1882 6182 SCHEN SPLINE-.106 118 17338 6173' OOlL1ER RECEIVER 52 184 8184 SCREEN SPLINE-.160 Ile 17337 loummE Coo NER ASTRAGAL 8 61816020 SCREEN CATH 120 17335 6117338 JINSIDE CORNER ASTRAGAL 54 1728 V2°x 4°x Nle"SITTING BLOC 55 1728 lloXCXltWSrrfM BLOCK IRIlTt 202 GLASS 7118 LAMINATED HT HT PW 210 GLASS LAMI+ATED�3/187-7118 LAMINATED tIT-HT P'1� �� .�\•,•..... �j GLASS 9118 LAMINATED FR-IiR PVB 211 ��K)?.•GBIS8E •••,• �i�i GLASS LAMONATED 0 W4T-7118 LAMINATED HT-HI'PVI � GLASS 7118 LAMINATED Rif-HT SOP 292 GLASS LAMINATED 10 3116T-me LAMINATED Hr4HT SOP > � '* ;• 206 GLASS 9916 LAMINATED HF4•TT SOP 213 GLASS LAMINATED 10 V4T-7116 LAMINATED HT-HT BOP * �.55105 NOTE:ALL ALUMINUM=6063-T8 �o �~��" J.J. 1/tt C IYOGWANQE71' SSfAEET •• STATE P '•�j � 'ION TEChNOLOOrDMWASK PARTS LIST arc ago B Pm 0 AtClGtl6f�,Pt mm Ur ei �. arc MUM A � OM� P,ac no SERIES 770 ALUMINUM SGD-LMiamim �'� S'rStt IONA� A LYPHV MKT:�i,P&01 9 R� aMNe it 948Y4 se" NTS 2t w'a v PGWW C P" • 1.303" . 0.718"iI.Ow 0.080"0.83° 1.05 ' 1.003" 0.06'1" nj 0325" 0.060" 0.779" 0.752" p�89" 1.162" 1. O.Q62" 0062" 0.709" 0.�4" O.lb7" 0.060" QObO" 0.080" 0.554" 40 .554" 1.739" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(SINGLE) SILL TRACK GLAZING BEAD(I.G.) FIXED PANEL CLIP FUCED PANEL RETAINER INTERLOCK 65) MAM6083•T6 MAIL;6063-T6 (78) MAIL:6083-T6 (11)MATT.:6083-T6 (79)MAM 606346 (1 MATL:6063=T6 06 MAIL.•W63-To (112)MAT'L 806 3.802" 3.�9° 3.979" 0.752" 2.304" 1.183" 0.885" 0.075" 0.233" Q.075" 1.646' 1.645" 0.082"' x796" 0.082" El F( 1. PHOOK SCREW COVER 0.080" PHOOK MOUNTING ADAPTOR (20) HT1" 0.125"" 0.281" L (M)MAIL:6063•T8 E40M FOR BOX RISER HEAVY DUTY ASTRAGAL 3• (30) MAM 8083-T6 �� (68)MAM T6 rp 4.125" 41 4" 0.574" 0.062' T- 0.076' 00.O130zw .133" 16" P 400K rA�o�oxopfturr ra. (26)MATO6346 3sm. o • 4 3.25" STANDARD STILE 3.125" LLD& � •�►� TOPmWMM BOTTOM RAIL (60)MAIL:8003-T6 HEAVY DUTY STILE (89)MAM 6083-TS 1.872' 0.232" (61)MAM T8 0.750" 0.75Q" 0.062" 1.019" 1.487" SCREEN STILE 02W 0.082" 0.082" (40)MAT'L:6063-T8 0.082" -��--. 0.750" FLUSH FLAT SILL RI ER 02 " 8 MAT'L:6063-T6 0.232" 0.082" 0.908" 4.055" 3305" [7 3.908" 2.665" 0.062" IFF 3.206" 9.087"' 2.455" t ti %.om Alit L4 ul 0 -0 0.062" 0.082' Q062" •--•-�t�-- `�:' g97� = HIGH.BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED.FLAT SILL RISER HIGH FLAT SILL RISER (24)MAIL:6063-T6 (23)MArL:6063-T8 (21)MAIL:6063-T6 (19)MAT'L:6063-T6 MAM 6083-T6 (zz)MAT'i.:6063-T8 (26)MATL•W03-T8 � '. �• � �� I I : �W '77. 40111m NtOCfti9 YW nWSHEET g'tP'MOF .' • loww WE IMTEChNMOWORM EXTRUSIONS ;�O •• fiLol:�°.:'NOWMA FL MW lomw am '� '- aw ,maw A ,w mWpa awmw SERIES 770 ALUMINUM SGD-LMt ]A- a t. " ,6 aw .�` ''� Arno tV73 22 23 PQ7 02 c P" so69" s.682° . „ 1.046° 1.38" 1.38" �- 1.806° r_4 1.211° 1.993" 0.082" ri 0:081" O061" 0.080° SCREEN TOP RAIL. 2-TRACK HEAD 4TR I SILL (4b)MAT%:QTS e a (1)MAM 6083- (10)MAM 8O3 T6 6.188° 8.188° 8.628° . . . s �6.08 ° . {i 1.211°_FT 1.606' H•- 0.8760 ._. 1•sIB3° 0A81" 0.080° 0.082" 3-TRACK SIRACK HEAD SCREEN TRACK (9)MAIL:8083-T8 SCREEN BTM.RAIL TL•8063-T8 8221" (46)MAM 608'3-T8 �T C'K JAM LL 2•TMLI 7.108° (14)MAIL:6083-716 2-TRACK JAMS W/ SCREEN TRACK --jail j 1.38" (16)MArL:-8083•T8 12j11 T a�2 TRACK SILL W SCREEIN TRACK 1. ' 0.081' MA •8063-T8 raoDucir 3-1RACK HEAD 0. 43 �1wM► (3) ATL:8063- 8 coa Z" 448° 9.141-lo I •I�S• 0.081° a 1 n 1211° 7.106° _� o.�" (� : STs HEAD AD 0.061° 9.141" 1 AS° 6.821• 4" 1.8° 2.893° 1.8" 1498" 0.133° 0.4 " Mil ° i INSIDE CORNER ASTRAGAL 5.821 3-TRACK JAMB ` .`� ed ...........�F•p��. (120) MAM 6063-78 OUTSIDE CORNER ASTRAGAL 2.828° (16)MArL• T8 �:''• L F (118) MAIL:8083-T8 *' oto.56705 •• CORNER RECEIVER 4-TRACKJAMB = ' (118) MA 8083-T6 (17)MAIL 80 . CA• ;E 11 0=.: odwJ..L to 9WJ1Ht C IHDCHANOE 7NlS3HEE7' � °i0e0f1 %�Q•'• STATE OF ' q � FXTRUS10Ma^? ��' ••'•.•!�IORV*--*ACK(W ry A �a oNNa +ate SERIES 770 ALUMINUM SGD-LMI �'�'�is1DNAL��• mp: o nSW4 m.roara leas ALYM ,P.E. am WAMWRJA S l= HITS 23 d 23 POTI3702 C P"SIDS t , • a '^F TO DD jail' ONAS R C H I T E C T S DR�.�► G REVIEW no IMMONS REJECTED 0 sim twasNTs ❑ RESUBMIT p KVMW 19 FOR GENERAL CONFORMANCE WITH THE DES%* PT AND CONTRACT DOCUMENTS SIRUP ro be c rWmed as relieving the i3DAI i e w" the pwiect plans aid 3tatiOeWrr m the CONTRACTCR rte. tool s acs fw confrmir' and + !` ow coaenskirm for cf.-'-c- Akm and ccrstruc- r i ' ~ WWLAMM RIM 7118'LM9NATE0 DESIGN PRESSURE RATING IMPACT RATMIG 01�STACK BRASS ST= GENERAL NOTES:SERIES 740 VARIES, RATED FOR LARGE&SMALL Oso Nrsc,� IMPACT-RESISTANT AWNING WINDOW SEE SHEETS MISSILE IMPACT RESISTANCE �- PYS GLASS 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO30 S caAss COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 8(r WIDTH GLASS BUILDING CODE,INCLUDING THE HIGH VELOCITY C7 HURRICANE z f1 *M.FOR INSULATED GLASS 53"VISIBLE LIGHT WIDTH(O.0) 4 INSTALLATIONS ABOVE 30'IN THE HVH4 THE OUTBOARD NO ANCHOR PAIR 38 ttnir class BITE 35 11W OLASS arrE LTTE(CAP)MUST TEMPERED. REQ'D IF VANDOW E 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 274W WIDE OR LESS BMAX.FOR UNITS 3 3 {HEAD&SILL) 'SEE OVER 3R1'TALL "NO-BORNE DEBRIS REGIONS. SHEET 2 rOTHERMSEeMAX 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY M1AMIN RADE COUNTY APPROVED MASONRY GLASS TYPE 7 GLASS TYPES 2 ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. GGLAss sTAc BMW LAM9d= SEE TABLE 3.SHEET 4. 38' GLASSffrMX 4)ALL WOAD SUt3C3 LESS THAN 1-1A2"THICK ARO=TO 13E RiEK3F1'T' ?ilrAVWACE< GLASS CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE A,SEESHEET 2 IN ANNEALED OR A r OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO / 3r D41ASS BUTACrM PVB SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-'UY / ` VISIBLE IWANNEALED THICK OR GREATER.IX AND 2X BUCKS MIEN USED) LIGHT 30 —GLASS SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS 19'MAX. HEIGHT EXrEFOOR TO THE STRUCTURE.WOOD BLOC DESIGN AND O.C. / \ (131.0) INSTALLATION IS THE RESPONSIBILITY OF THE 31 11118'GLASS SIN ENGINEER OR ARCHITECT OF RECORD. 9 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE C MAX. BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF3� SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, 8`MAX. B —..I �-- r MAX. � SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR f CORNERS OF THE FRAME.INSTALLATION ANCHORS 27 MAX.O.C. USE ANCHOR PAIR FOR UNITS GLASS TYPES 3$4 SHOULD BE SEALED.OVERALL BEALINGIFLASHING OVER 27-lAr WIDE(HEAD&SILL) STRATEGY FOR WATER RESISTANCE OF INSTALLATION 718'NOM SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE TYP. ELEVATION OF AWNING WINDOW � ms's" LM�E AM OF THESE INSTRUCTIONS. cess ST= 8)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION W AfRSPpCE AWWAL D OLASS WHERE THE PRODUCT IS NOT FLUSH TO THE TABLE 1: SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING NT S EALED ` APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE Glase Types81�# 3"W GLASS SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED 38 ON THEM 13Y THE WINDOW. 1 6116°LwW 111 'An-.0o0"PV13-N1r An 8 m9mm n DESIGN PRESSURES: 2 7118°LmW IT An-.080"SGP-3116°An 8 a ___T A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 3 718"L wW.10 118°An-7118'Air-11i3'An-.080°PVB-'116"An 7 37 11118'c3tAss st[E TEST PRESSURE,FRAME ANALYSIS AND GLASS PER 4 718"Lsmi.10 116"T-7liO*Alr-118"An-.080"PVB-118'An 8 3 ASTM E1300. 6 171ir Lamt.10 3fltr An-11C Air-3118'An-.09(r SGP-311ir An 9 e.POSITIVE DESIGN LOADS BASED ON WATER TEST 6 71B'Lama.10 3/1f'T-114"Air-311 fr An-.08("SOP-3118°An 9 w PRESSURE.STRUCTURAL TEST PRESSURE,FRAME 31 32 aPl4�tomFR ��the AND GLASS PER ASTM E1300. 43)THE ANCHORAGE METHODS SHOWN HAVE BEEN GLASS TYPES$&B N" W DESIGNED TO RESIST THE VIILOAD.S CORRESPONDING R W io TO THE REQUIRED DESIGN PRESSURE.THE 33-lZ% ♦�� .{ ti.YNN 4!/q, R Sr. vote: RevJeta,: M 1 de C STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN ♦ N OF THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR ♦♦♦��•JCENSE' ••• � �"i Y WAS USED FOR THE EVALUATION OF ANCHORS INTO GENERAL NOTES»»...»...»»»..».._..1 . ��.. . RevJaed � Revlaton: WOOD.ANCHORS THAT COME INTO CONTACT WITH ELEVATION.....»LS-.....»»»... .--1 � `2',: • �k OTHER DISSIMILAR MATERIALS SHALLMEET THE GLAZING DETAILS»...»......».»..»»».1 = �C .58705 REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR INSTALLATION....».ASSEMBLYTUSE ETAlLS__...».2 CORROSION RESISTANCE. ANCHOR SPECIFICATK)NS....__4 -�y : �� 13 : w GENERAL NOTES & ELEVATION J ROSOWSKI ANCHOR QUANTITIES—____4 �� •• STA ;' .�� 1070 TECHNOLOGY DINE Tie: Dote: 8)REFERENCES: M-7081,TEST REPORTS -7081,3579,36M DESIGN PRESSURES.__.__5-9 �(� . 3724:ELCO ULTRACON NOA;,ELCO CRETEFLEX NOA; ASSEMBLY DETAULS/BOM.»...».».»10 �i •''••PLOR 1,90q.., o N. VENICE, FL 34275 AWNING WINDOW DETAILS - LM & SM 08/08/12 ��♦� P.O. BOX 1529 AUMINUM DE GN CONSTRUCTION AND AM ��ss' �++NAti ` NOKOMIS; FL 34274 , 17OF I'MMAW7401-M A.LVNaIa P.E. CERT. OF AUTH. #29298 AW 740 NTS 10 P""m INSTALLATION INSTALLATION INSTALLATIONN EDS OPTION 1 DISTANCE EDGE DISTANCE OPTION 2 INSTALLATION ANCHORS INSTALLAT ION ANCHORSmTALLATiON ANCHORS INTO 2X WOOD. OONCRETEICMU DIRECTLY INTO MASONRY. DIRECTLY INTO METAL. AS REQUIRED PER 2 EMBEDMENT PERANCHOR BUCK WIDTH so TABLE 3,SHEEP 4 � . TYP.ANCHOR a'�.. +- SHIM 18 10 TYPE,EMBEDMENT :J :- 4 80 89 13 012 STEEL AND EDGE •-� 8 18 FOR SNUBBER 24 DISTANCE PER 32 33 12 SMS,SEE TABLE SUBSTRATE.SEE `� `� - - REQUIREMENTS,SEE 1 TABLE 3,SHEET 4. 3.SHEET 4. TABLE 4,SHEET 4. 82 4 3 .:. �® ° 00 EDC;tr ' I 87 DADS APPROVED DISTANCE `'• ` •• ATTACHED To 84 t ATTACHED �ELLFFRM FRAMING OR 35-37 8 a VENT SILL ATTACHED TO VENTSILL STEEL SM. © 0® ATTACHED TO �-- •a. 35-37 FRAME SILL 38 39 81 87 13 ]FRAMEJAMB EMBEDMENT 1 3 22 83 70 5 VISIBLE LIGHT VWT H(DLO) 8 EXTERIOR JA 81 ® ATTACHED TO OPTIONAL ADDON WINDOW WIM ID HARDWARE 12 VENT JAMB FLANGE III)HEAD. WINDOW BILL&JAMBS HORIZONTAL SECTION A A HEIGHT 11 SEE DETAIL 22 NOTES: Al.BELOW / NOTES: VISIBLE LIGHT FORMULAS BUCK HEIGHT ATTACHED To � 1)WHEN WSTALUNG WIDTH:WVIEdDOW vwmtt-r FRAME& 1)USE ONLY S JBST 11:11 PROPRLATE / COMBINATION UNITS. HEIGHT:WINDOW HEIGHT-7 10 ANCHORS LISTED ON TABLE 3,SHEET 4. ADDITIONAL INSTALLATION LIGHT VISIBLE ® FOLLOW EMBEDMENT AND EDGE '/, J 10"MAX. ANCHORS MAY NEED TO BE HEIGHT DISTANCE LIMITS.ANY INSTALLATION / *IST'AL.LED THROUGH THE (DLO) ATTACHED TO OPTION SHOWN MAY BE USED ON ANY ' / , ' / , � WINDOW FRAMES AT 10"MAX. FRAME JAMB SIDE OF THE WINDOW. / FROM EACH SIDE OF THE FRAIL 14 / ASSEMBLY TUBE CENTERLINE. ATTACHED 2)ALL WOOD BUCKS LESS THAN 1-IX / /^ ` SEE TABLE BELOW: ATTACHED TO r TO FRAME THICK ARE TO BE OONSIDERED 1x `� FRAME JAMB L 89 JAMB INSTALLATIONS.1X WOOD BUCKS ARE �..— 10"MAX Add4ta�1 Anchors Required cn�cd OPTIONAL UNIT MAY BE INSTALLED i•-SEE DETAIL A2.BELOW Skin of the Fmme Assembl Td* A ATTACHED DIRECTLY TO SUBSTRATE WI OM BUCKS F- wkww Anchor IV" TO VENT DEPICTED AS 2X ARE 141r THICK OR LL Width A B.C&D JAMB GREATER.IX AND 2X BUCKS(WHEN USED) ! 1T•22 9" 0 82 SHALL BE DESKHTIED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. _ ' 23'.25.9" 0 1 WOOD BUCK DESIGN AND INSTALLATION38 39 63 � 20"+ 1 1 IS THE RESPONSIBILITY OF THE ENGINEER t- Wkww Anchor e 17 OR ARCHITECT OF RECORD.MAXPAUM r'Ki HN9ffiB.C&D 16 SHIM THWAMSS TO BE 114' 21 DETAX. 1 "ZffA 0 EXTERIOR82 A7 DEQ L Approved comp4ingwIWthe 5 Florida evldbq Code Date 830 1 8 18 84 1X WOOD �� LYNN l 7�i Revised t� Dote Revision: M de I?'rodett BUCCSTRIP, �� N`I ...., SEE NOTE 2. ��'t��• '�G7=NSE''• THIS SHEET. : V '•., Revhwd W. Dote: Revision: TYP.ANCHOR TYPE, 114"MAX SHIM 68705 �ilf No.58705 EMBEDMENT AND EDGE .6'. . .. T -- 81r DISTANCE PER SUBSTRATE, .•<" • T tNe�rn SEE TABLE 3.SHEET 4. •' ' ` °' ` ' 4 EMBEDMF.idT :-o .6( r,,Fp, = ® G ERAL NOTES & ELEVATIQN J ROSOWSKi PERANCHOR a. `"' '` '• S R 1070 TECHNOLOGY DRIVE Tift Date A'toR%lDt O , N. VENICE. FL 34275 AWNING WINDOW DETAILS - LM &SM 08/08/12 REQUIREMENT • •(�'••.,.. .�.••' • INSTALLATION OPTION 3 �i�;cis •..... �� P.O. Box 15" INSTALLATION ANCHORS THROUGH /DNA L .� NOKOMIS; FL 34274 series s Shoet: Dmrring No. Rev: 1X LLATI NA WTO MASONRY. VERTICAL SECTION B-B '1//1I 1 11%%\ �" �' n.� I PJL CERT. OF AM, 0292ss AW-740 NTS 2 OF 10 MD-AW740LM AWNING (X) AWNING /AWNING (XX) AWNING/ CASEMENT/ FIXED CASEMENT(XXO) _ �io�lda TiaWl Cal Dam Avw. --.-� I.-- l(r.SEE NOTE T.THIS&*FT ►0 FIGURE 1: FIGURE 2: 740 SERIES/� Mla�i Dada i'rade AWNINCG / �, 1 ,..- WINDOW FRAME WINDOWF!/// t '/,C C! /, D/ ASSEMBLY f HEIGHT 10'.SEE NOTE 7. D ~f TUBE FRAME ASSEMBLY TUBE NOTES: t THIS SHEET 1)DIMENSIONS SHOWN ARE WINDOW �jN v 740 SERIES / DIMENSIONS FOR EACH INDMDUAL CASEMENT —•'- WINDOW.FOR SIZES NOT SHOWN. WINDOW / WINDOW' ROUND UP TO THE NEXT AVAILABLE .d. WIDTH WIDTH OR HEIGHT DIMENSION SHOWN 740 740 / ,,,_E ON THE TABLES. z AWNING AS$EM381.Y AWNING FRAME 2)ANY 740•SERIES PRODUCT (n Q SERIES FRAME SERIES a WINDOW BE WINDOW / E BE Y�—`�" ��MA ATTACHED TO THE a � � 171 FRAME ASSEMBLY TUBE FOR ALL 740 SERIES WINDOWS,USE THE WINDOWS NOA � Q C FOXED WINDOW" / FOR ANCHORAGE,SIZE AND DESIGN � LL. "may+ PRESSURE LIMITATIONS. Q U? O 3)ALL WINDOWS IN THE COMBINATION '� M 740 SERIES 'SEE PRODUCTS NCA FOR UNIT MUST BE ABLE TO MMOUALLY AWNING EXTERK}R /t INSTALLATWN SPECS COMPLY WITH THE REQUIREMENTS OF / / THEIR RESPECTIVE NOA WINDOW Inv ' / , ' / , 4)FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW,AS SHOW IN 740 SERIES 740 SERIES DETAILS.WITH MIN.012 X i•MEET AWNING CASEMENT LLI FOR SO4GLE UMTS: OW METAL SCREWS.USE THE SAME g 2 SPACING AND QUANTITY AS THE � �4 1)DETERMINE YOUR WINDOW SIZE MIN.012 X 1"SMS THROUGH OPPOSITE FRAME MEMBER. O AND GLASS. If INSTALLATION HOLES FRAMEASSEMBLY 5)THE FRAME ASSEMBLY TU13E MAY ?� 2)KNOWING YOUR ANCHOR TYPE ASSEMBLY TUBE NOT EXCEED IN LENGTH(AS USED O Q IN A W FLANGED WINI)OW)OR 13E AND SUBSTRATE,DETERMINE TUBEMIN.012 X USED IN TEE OR CROSS LL a YOUR ANCHOR GROUP FROM MIN.012 X 1"SMS CONFIGURATIONS. TABLE 3,SHEET 4. 1"SMS FROM SHEETS 5.9.FIND THE THROUGH 7THROUGH CASEMENT 0)THE FRAME ASSEMPLYTUBE IS NOT 3} IN$TALLATKINREQUIRED TO BE CLIPPEDWINDOW' HOLES TO THE ® o N n SHEET FOR YOUR GLASS TYPE HOLES SUBSTRATE.ALL EXTERIOR JOINTS TO d N FIND THE PRODUCT`S DESIGN 740 SERIES 740 SERIES BE SEALED BY INSTALLER. 8'n I M PRESSURE FROM THE TABLE FRAME g� LABELED SIGN P� WINAWNING EXTERIOR Y WINDOWA 740 SERIES 7)FOR ALL TION UMTS, _LJ R. (PS19 FOR SINGLE W M)OVA ALL TUBE EXTERM EXTERK� FIXED ADDITIONAL INSTALLATION ANCHORS U 10 AN R GROUPS" CASEMENT MAY NEED TO 13E INSTALLED R;d o 0 HORIZONTAL SECTION C-C J W14DOWO THROUGH THE WINDOW FRAMES AT o °' j 4)DIMENSIONS SHOWN ARE 10"MAX.FROM EACH SLOE OF THE o z WINDOW.FOR SIZES NOT SHOWN. FRAME ASSEMBLY TUBE CENTERLM. ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E SEE TABLE BELOW: AVAILABLE WIDTH OR HEIGHT AddUonalAnchm RegAred an eaeh \\\ 1// DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP.SEE FIGURES 1&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3.SHEET 4- 6) d the Frame A Tuba(FAT) 4YNIy 49/ i TABLES. a Whdow AnchmType `��a'��:••�i'EN&j'• F4 5)USING THE TABLE LABELED 2)FROM SHEETS 5.9,FWGLATHE SHEET FOR YOUR TYPE. Wk4h A B,C&D OVAWDOWANCHORS RE6ttXREO' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE(PSF)FOR W�fDOi+{�S ATTACHED TO A VF.RTJC/1t FRAiYIEASs Y TUBE' OR'OE3IGN 1T-22.lT' 0 0 _� :• No.58705 (TABLE 2.SHEET 4),DETERMINE PRM (P,"FOR WWDOM ATTACHED TOA HORIZONTAL FRAME ASSEMBLY TUBI:", DEPENDING ON WHIM WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS 27-25.9' 0 1 = THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE WINDOW.FOR — — NEEDED IN THE HEAD.SILL AND SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. �"+ 1E t •Ty JAMBS OF YOUR WINDOW. 1 4)USING THE TABLE LABELED "WlNDOWANCHORS REQUIRED"(TABLE 2.SHEET 4).DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF Herd A 1 B,C&D %�O�'•.,•.STATE OF 0)INSTALL AS PER THE YOURWINDOW. 1T.22 9" 0 0 ;r�ORIOP.•�G;`�� IINSTRUCTIOINS ON SHEET 2. bj INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY SE REQUIRED(SEE 27-25.9' 0 1 '��,;s�4NAL' • SHEET 2j,AND THAT MIN.012 X 1•ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 2•+ 1 1 A'L;1 lGd.>BK)''E' p5jum TABLE 2: 4ppreved t�aearptyia6 wUb t� Window Anchors Required Fhnida1 ceue 1MtldaNv WMidEh Date FhKi under 1 Anchor p Anclror Ori nxrF Atm roup r A B C&D A C&D A B C&D A B C&D A B C&O A B C&D A B C& A B C&D A B C&D A B C&D jjlr , Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 under 23" HeadW 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4 28.1SJ16' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/8111 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 S 4 8 6 4 TABLE'S Jamb 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 HeadlSN 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 8 4 8 8 4 6 8 4 Head Snubber Locations 5x5/8" Jamb 4 5 4 4 5 4 4 5 4 4 6 4 5 8 4 6 6 4 6 6 4 5 6 4 plass Type: g HeadlSfll 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 'I Jamb 5 6 4 6 8 4 5 7 4 8 7 4 6 7 4 6 7 4 6 7 4 Pv8(Types 1.3 8 4) SOP(Types a,e&8) G Head011 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 Nene �'max•tom each end Jamb 6 6 4 5 7 4 6 7 4 6 7 4 6 T 4 6 7 4 6 7 4 Rmlel &20'max O.C. 'Q HeaMM 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4444 4 4 SAMPLE CONFIGURATIONS: � Jamb 6 7 4 8 7 4 6 7 4 8 8 4 8 8 4 6 8 06 Heed=l 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 Jsmb 8 7 6 6 6 6 8 5 7 8 5 7 8 6 X O 77 Hea dISID 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 AX X X X O N v- Jamb 6 7 6 T 8 8 7 9 6 7 9 5 r LL 0 HeadISN 2 2 2 2 2 2 2 2 2 4 4 4 " Jamb 7 8 6 7 9 5 8 10 6 ZXS = Q Head/SIll 2 2 2 2 2 2 2 2 2 X 0 O U8E THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP.FOR$=S NOT SHOWN,ROUND LIP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE x o � � V� TABLE 3: Mhr, Min. Anchor W Group Anchor Substrate Edge O.C. Embedment Plate X 0 X X X a Distance Dtstence Required? EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;ThS'ANNEALED S{iP LAMI.GLASS. � (•�•- Z 114" steel UBracon Hotkrwr Stook 1" 8' 1 114` No 1M"MASONRY ANCHORS WTO CONCRETE,+701-W PSF DP REQUIRED.NO ANCHOR PLATE S.Pine 5111' 1" 1-W No AWNINGAN0 0 z A j;P!4.stedSMS(Q5) 8063-T5 Alum. 6/8" 0.05tf A)FROM Amt 9 ANCHORS C&0 ALLOWI A OP OF+7Q/�0. �O� O • CO) 2 Z or#14,,'!0 88 SMS A36 Steel 318" 618' 0.� No ,0 P��,O (,) Q A853 Stud.dr.33 318° 518' ,Za Ga. No B)FOR THE JAMB.FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE dt � y 2 S.Phe 518" 1 1-3w No DESIRED AND DOES NOT REQUIRE THE PLATE. B 012,steel SMS(05) X063-T5 Alum. ,050' No or#12,410 88 SMS A26 318' 518' No C)FROM TABLE 2.4 ANCHORS ARE REWIRED W EACH JAMB. A853 SLIM,4'3r.'.33 31st' 518" 14® tD 2.8%WOW— 2112" 4" 1.31 "Itoo C)SIfaNLARLY.2 ANCHORS ARE REWMZED W Tim Fil?JeID&SRL o N �114" steel Ultmoon 2.8Rc Concrete 1" 4" I-we D)D�ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10" 10'Hollow Block 21P�' S" 1 U4• •C 8.Phe 5t811.318E)PER RULES ON SHEETS 2&3.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME �4"f•+- r{4" 4 � �4"�•+- z U12-4 5 #12,steel SMS(O 8083-T5 Alum. 3W 518' 1116' Y� ASSEMBLY TUBE SIDE OF THE AWNING{HEAD&861}. or#12,410 SS SMS A36 Steel 5J8' .ow Yes �`'�Q o 0 A853 Stud,Or.33 3!8' 5ff ,18 0a. Yes T o a a S.Pine 518" 1' 1318' Yes } c Z z #14.steel SMS(05 8063-T5 Alum. 318" 5v U18' Yes I=CASEMENT ANCHORS(SEG 8EPERATE NdAI, 17.8T or#14,410 86 SMS A36 Steel 318" Aw Yes A)FROM TABLE 9.AANCHORS C&D ALLOW A DP OF+70.83.1. A853 Stud,Gr. 318" .046•,18 as. Yes �- ��W�ti 11 jI� 2AM Conorsle 1' 4' 1-3/4" Yes 8)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE ' 13 8 � •i t.YAlN 114" steel Ultrecon 2•�Concrete 2112' 4" 1.3/8' Yes DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE D Hollow Bbclt 2-1/2" 1114 es 61• 1 T `��'�.•'�,�CENS •'•�F•Q ��: I'Med Block 2112" 4' 1_3fr Yes C)FROM TABLE 2%5 ANCHORS ARE REQUIRED W EACH JAMB. ' T 114" 410 SS 3.35k Concrete 1" 1 4' No No.58705 .••. O�eteFlex Hollow BI 21/2" 5' 1 114• No C)SIMILARLY.3 ANCIORS ARE REWIND 1N THE HEAD&SILL. 1,14" 6' 1.314` Na q 0-: 3 6k Concrete D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. I -r4 i �� STATE OF ll/ 5118" steel Ukracon Hallow f cit - NoI—M Fflted Stock 21/2' S' 1,�4" E)PER RULES ON SHEET 2,1NSTALL 1 ADDITIONAL ANq lOR ON THE FRAME ASSEMBLY 4 i�i��'• �(ORWOP.•'•�� NOTE TUBE SIDE OF THE FIND CASEMENT(HEAD&SILL. ��i'�s .......... 20* 1)ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS BEYOND AW METAL SUBSTRATE. 2V MOL2)ANCHORS MAY BE HEX HEAD,PA*IEAD OR FLATHEAD. FOR GLASS TYPES: TABLE 5: 1 5/16' LAMI //118 AN - 080&PVB- 1/8 AN Approved a9 COMA*wm a* Deslgn Pamsut8 pal 1x�ngte Wogs.A9 arotar } l } Florida old[ a a Wlnd"Wkm pate AN Date ander2r 25451 27--718' 30314' 32` 34' 37' 48' 63418' or RffmWWD - net W dw 23' +M 9D +701 90 +701-90 +701-9D +70190 +781 80 +70-90 +701-90 +704 90 +M 90 26.1618' +M OD +MOD +70190 +7019D +701-90 +70180 +70190 +79190 +70190 +7ON90 39' +7&-90 +M 90 +70190 +7019D +70190 +70190 +701 90 +70190 +701-81.1 +7W712 SEE SHEETS 1 604118" +M 90 +M 9D +70190 +701-90 +MOO +70190 +70"" +70177.9 WOR FOR BQ +M 90 +70190 +M 90 +70+-80.6 +70143.7 +TOMO +70174.3 1AIU1l11�f VVINDOW 83' +70190 +711100 +70190 +7014113 +701494 +7W7&8 *701 700 HEIGHT' ANCHOR a 87' +701-00 +701 80 +70183.6 +701 78.3 +70173.4 +1894 DATIONS 72' +701 90 +70187.2 +701 77.4 +N N.3 +1-8&4 -AND 78' +7*N W +701 04.9 +M7&2 41--e6 -�- +"� QUANTITIES. 84" +"T 90 +7018&4 +7W-70.8 WIDTH W e1 TABLE 6: z RI Destp Prsaem 4*4 for Windows Attaehed to a VOMM Freme Aces"T181e Wtndw Width 10•MAX. FRAME FORSEE WINDOW WTS I&4 N O 26.1618' 27-7Ar 303/4' 32• w 37" 4& 63fA7' 60' ASSEMMY ANCHOR r t Arielm AmW AiMm AwMr Anohot AWw A�rohot Tures a� C7 V- Anahor t38oitA TIONS AND V) 0 Anshor OMW Anatar roup � 0boap � emup � � � QUANTITIES.SEE 9 J U*) A B C D A B C&D A.C&D 8 All AN AI All All All AlWINDOW i SHEET 3 FOR ANY g O a Q r� under2T +7&40 470M *7W4W +70190 +70190 *70190 +70/•90 +70!•90 +7040 +70140 +7W40'-=MM +701.90 +701.90 +70/410 + -80 HEIGHT ADDITIONAL LU ?84619' +70140 +70140 OW410 +701.90 OWN +70N90 +70M +70+40 +M= +70140 +711140 47&40 +701410 17&40 +70140 +70140 A Q 39' +7&40.9 +701-70.6 +70!-80 *70190 +70179.7 +70190 +70M +70/40 +711190 QW410 +70180 +70140 +70140 +70140 +7&411.1 +7&71.2 ADDITIONAL REQUIRED FOR �-• +70MO+101 6041&' +/438.3 +W2 +70140 +70140 +101.4 +=40 +70180 +70489:8 +701+40 +7W40 +70190 +7W49L2 ~T.9 � WIDTH � '*-ANCHORTHE FRAME � ��' Z 8D'n &/886 +1.46.8 *7&434.7 +711140 +/431.8 +7&-81.2 +7014q +70190 +70176.8 +701886 +7&.837 +7&798 *701 74. A$SECMlB4.YT[1BE. Q 83' *14 .7 +1.438 +701-80.7 +7W-896 +14&3 +7&77:3 +70190 +7W.W QW.72 +7&42.3 +70F794 QW.NA *1W.70.1 Q Z CO) CL 0 z z ~ TABLE 7: Lu oeetgn Pa StM OQ tar Wledowe Attached b a Ita konUd Fr=Ass=*Tobe &010101+Wldfh FRAME ucler2r 28.16118' 27-718' SNOW 32' Ile ST 46' 63.118' gQ� HEIGHT TUBE W Anchor Anchor Anchor Amhottitotq AaehalGwV AnehorGmp Aneho ft" AmhO GMW Ancbore" AndrotOmup HEIGHT �P emw �R "j� N A9 An All A.0&D 9 AC&D 8 A.CBD e A 9 C&D A 9 C&D A 9 C&D A B c D T40.14X• under2S• +70/40 +70140 +7&410 + + -89.01 +7& +7&-5.9 +70140 +7W-80.8 +7&40 +7&74.3 + *701 783 HAW 7 +70140 +1416 +1$1.7 QW-W +143&6 tl-�i 8 +7&•84 7 +7Wiq Z LLT x�` 26.16119• OW-9D +701-80 +7&40 OUP90 +7W410 +7W40 +70m +70140 +7W4D *W-64 +7W90 +7&410 *1.876 +7W4i0 +70-90 *M6 +7W410 +7&40 0-til.tl +70141.2 +70+.90 +7W1 W z V W 39• +70190 +7&410 +7W-9D +7014M *7&410 +MM +7&80 +7WW +70M +TW40 +7&4D +7W40 *7014R9 +78+-8&1 +701410 +7&47.8 +131 +7&431.{ +148.9 +/414 *70171.2 0W12 � WINDOW � ADD ��ci g C b 60.6 ' +70140 +70M +7&40 +701410 +7W40 +7W.0 +70190 +70140 +7090 +71+1-89.2 +7W492 +701199.2 +70177.9 +7W-77.9 +70177.9 WIDTH (4j.IF REQ. � 0 i 80• +7W40 +7&80 +70140 +7W4W:6 +71N-88:6 +7W43:7 +701-88.7 +7&798 +70=79.6 +70174.3 +7Wd4.3 +701-74.3 o a z U 83' +7&40 +7W40 +7W-90 +70!-823 *7W41P_3 +7&7914 +70.L70.4 +7W-7&6 +701 76.6 +70140.1 +79&0.1 +74170.1 fl74 +70140 *70190 +701433.6 *7017&3 +701 48.3 +701x3 4 +7&73.4 *M 4 N4 4 i I 7r #W9D _ _ SEE SHEETS 7�4 FOR iMNDOiAIANCHOR +70/40 +791801 8 +701782 + 3 a/ a +1 4 Nib dLOCATIONS AND QUANTITIES.SEE SHEET `�� LYNN•A+MID +7&80.4 +7&70.8 3 FOR ANY ADDITIONAL ANCHORS `�� y'GENSS••'•. i REQUIRED FOR THE FRAME ASSEMBLY y � TUBE. � _- Na,58705 ecif _w ; QEF• ,5PLORIoC-) �SS�+4+��N'A1- 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFWRATION8. A.601P.E. 2)SEE SHEET 4 FOR Std R IfSNT& P.E.tf t�75 FOR GLASS TYPES: TABLES: a a n AyprGVW au o0lPPbb9wltp the DB*nP "o*W .MAne>,�rc 2)7/16a LANAI (3116 AN - .090'SGP-3116 AN) Florida aidhq{Mace. tia1Y Wkdoer VVAdtll wider 23' 2&16/18' 2T--7W 30314• 32' 34' 3T 48• 531A0' 80• hilavat Dade P odw mom under 23• +9-130 ,801-i30 , 130 +8N 130 +80V 130 +801-130 +961190 *WIN +8QN130 +901-130 25.16178• +90P`130 48-130 *8W--130 48-130 t801-130 *W130 +80190 +90-230 +80F130 +W130 39' +8.130 *9-13o +801-130 +8.190 +8.130 49.13+ QW.130 +961-130 18.130 a9Wt28.8 SEE SHEETS I 60518• +8-130 +9-730 +9-130 +861 138 +801-130 +9-730 +8.130 +8W-130 &4 FOR 84' +801-130 +80V-130 +81-130 t8.190 +9-130 +8-130 +861-130 VVINDOW i or +8-730 +9W-130 +8Wt3D +W-t30 +9W130 +901-130 +8.1.18.8 HEX3HT ANCHOR 8r +8-130 +8-730 ,8.130 +9-130 *8-130 +9-130 LOCATIONS 72' +8-130 *9-13D +9-130 +8-130 +8W-130 78' +8.130 +9-1N 48.130 +8.130 � � � QUANTITIES. WIDTH 84' +8-730 *9-130 48.130 0 W - CL � �5 a TABLE 9. c!) co Deep Pmeewa Q"for Vtifn bn Atiahed to a VeAtoat Frame AsseraNy Rft VVbMetirVth tC'lAAX. FRAM 8EESHEET31&4 N VANDOW %- wider 23• 25-16V18' 27--718• 30.814• 32' 94• SIM 48' w1w or � � ASSEMBLY A � Ut co) O Anchor Arolvor Anoltor Anchor Anchor' TUBE Anotwrc AnAlorclaatp Anahw(�eup t AnafarOroup P ampNA QUANTITIES.SSEEE � � O W Q iC A 8 c D A 8 C&D A.C&O 8 AD All A.C&D B A,C&D a AD AD VVINOOVY SHEET 3 FOR ANY 0.. under 2V: 47.40 +76140 + 47.40 +76140 QW-90 +7N80 +7G�80 +70180 +7Q/•80 +7.80 +7.410 47.80 +70V4i0 - + a7Ql8D H�OHT AtmR10NAL 2&15119 +701.90 +?01.80 +701410 +70140 +76140 476140 *TW40 +70P-90 t70F90 a701�0 +7.80 +70J�0 t70/�80 47N40 +701-80 +701.80 + 180ANCHORS {n No t7W-.9 +70170.6 +MLSD 470680 +76179.7 +701-90 +7W40 +70890 +70690 +7&40 +7.80 +7W40 QW40 +70140 #7W40 +76140 +70180 WINDOW INQUIRED FOR ~ low *m +664.3 t70V40 a7W80 +/�1A t70V-90 +70140 +70180 +741888 +701-90 +76140 *mm +7W4o QW-90 +70140 +70/90 T__ � V�� . 7 ADDITIONAL(41�� THE FRANC: _ Z 80' +1458.5 +1452 *7.84.7 +7.40 +/-81.8 +70681.2 17.40 +70690 +706768 +7W40 +7.40 +70M 47.90 +7W40 +7W-K4 AS8E11�LYTt�E. � 0 83• 4/-MT +1436 +74140.7 +MW 4649.3 +761 77.3 a7W� +7.40 +7.72 +7.40 *7&40 +76140 +7.•86.5 +70690 1701.81.3 co a CC a. ° Z .a TABLE 10. L -� Oen ip POaum"QiDr Whxb=A9athW to o HakOtdet Frame ASS&W 1 Tube _ Wbom Width W F Y i-W 2546118• 77x/8' 90814• or 94• 3T' 48• wvlr � HEIGHT TUBE p N r W Anther Awhor Antta� ArthorGWW AnclmGMW F T � + N �P � � Aathorvnxq ArtarQsoUp AtietiBP ArlehOro AnthorGlroup AB AD Alt A.0&D $ A,C&Dr0WW440 A.CaD 8 A 8 C&D A 6 C&D A 8 C&D A B C D T 1� =�MAX kJL!Xce alder y4• 47.90 47.90 ,70!80 +70690 a 89.4 +?0/40 +2+190 +74-80 8 +70140 +761743 +70V 8D a7W 78 3 4/47 ,70V40 4148 +141.7 +7.40 +188 8 +/-�.8 +7N4d.T a78�811 =U 8.. 28.1611@' a7W40 *TOMO ,7&40 474WO 47&40 +7W40 +M 9tl +704o ,7.44 +7W40 47..80 +W 6 +70M *M.90 #158.5 QW4 0 +701. +151.8 t7W 812 a7W40 +70140 U O O O 39' ,7W90 *7W40 +70140 +TOM +7W4t1 +7W40 a7W40 a7W40 47940 +76140 47940 +7.40 +7.40 +70190 *7.80 +7940 +7.40 +761.862 +7W�81 +70180 *7940 AO r WUIDOiN `- ANt M o>a o ' 50818• +=-ID +7W40 +7&.90 +70V40 476140 +TWM +7-90 *70140 *7W40 +7W.9D 4M-90 +7W40 470!40 +7W40 � yYlpTl{ I"�" (4j.1F l�Q. ^� z +7&+80 47.40 4706 9D +7w4o 47&40 ,7W.M +7W40+70m *70880 +7&40 +MM +7&40 +70680 +7.40 +70140 *7&90 +76140 t7W4O 87• +70680 t7W90 +7&90 +7.40 +7&90 +70190 +7.40 C7W408EE SHEETS 1&4 FOR VANDOW ANCHOR 72• +7W9D +76140 +7&40 +MM +7940 +7W40 LOCATIONS AND QUANTITIES.SEE SHEET `��N� LYNN 78• +7W-OD +7W.W +TW40 47.40 +7940 3 FOR ANY ADDITIONAL ��•• ..........•.KF�/� 84• +70140 47.40 a7&eo REQUMD FOR THE FRAME ASSEMBLY TUBE. � '• No.58705 .• r STAT f :• <t/ i i 1Nom, �SHEET 4 FORADDIT OMAL SAt3PLE CONFMMTKM A.Ll P' IUM P.E. 2)SEE SHEET 4 FOR SNUMER REQU TB- UAU FOR GLASS TYPES: TABLE 11• 3)7/V' LAMI. IG: (1/8"AN-7116"AIR- 1160 AN-.080°PVB- WAN) Florw suliffall Cale Data vrawowum *O Wder2V 26.16/18' 27--718' 303Wr 32' 34' 317 46• ow 80' Miami ade i'rodaet 'at Under= +701 OO +796 00 +701 OQ 4701.90 +70190 170190 +70190 t - +� 470100 28.161tW +701.00 +701 90 +70190 +70190 +70190 +MOO +701.00 +701 90 +70180 +701 90 39' +70190 #MOO 4701-OD +70100 +701-00 +701 90 +70100 +701-90 47043.2 +7017&i ti"w +70190 +701 00 +701 00 +70180 +701-00 +701.00 +70600 +TOMO SEE SHEET31 80• +706 a0 +70600 +70190 470/48.8 +7"48.8 +7W41.7 +707&2 &4 FOR VY94DOW WINDOW or +706 90 *70190 +70690 +701-04.4 +70141.6 +70677.6 +7W71.9 HEWT ANCHOR x 87' +70690 +701-00 +70/48.8 +7001&3 +7W-7&3 +706 71.2 LOCATIONS 72` +706 00 +7049.6 +7067&4 QW-71.1 +I-01'.1 AND 76' +MOO +7W40A +701-77.2 +1.G&S �+- H ►� Q TITIE3. 84• +701.90 +701-826 +701 72.7 O co) TABLE 12• Z ojs Deelp Press n(psq for Wlsdows Madied to a Ysr"FrameAssembty Tube Window Width IV MAX. --+�{ FRAME BEE SHEETS 1&4 m uadW2r �16F78• 27 7/8' 30.414' 37' w 3T' 49' 83118' 80' Fri WIMOOIN ANCHORC� V- Amehor Anohor Andes Andes Anohor Amor Amor �� LOCATIONS AND G7 co) . O Arwtar Grotg► AWW Gr" anoha GtOvp Glowarcul) Glow Grow QUANTITIES.SEE J P• A e c D A B 090 A.0&0 8 All A0 All Al AN A8 A0 WINDOW SHEET 3 FOR ANY O d Q t ur 23' +70140 +70140 +7W80 +70140 + 90 +7Wr90 +70Y�00 +70140 +TW 00 +70140 + +70190 +70180 + +701 +70680 11EKi>fT fin•ONA(- hi 2545MV +7W40 +7W40 +7W 40 +7W-00 +70140 +70M +701.00 +70/.90 +701.00 +70140 +70140 +70.90 +70690 +70140 +7W40 170140 � � ' t7W-8919 +7W 70.6 +70180 +W-W +7017&7 NW00 NW40 +70/00 +7W40 +701.90 +70M* +701.80 +70690 +IN40 +70149 2 +70R&1 W1NDtXAt ` - ADDITIONAL. REQUIRED FOR 60-BFB• +149 3 +►84.3 +7W40 +7W40 +l 81.4 +70190 +7W-00 +70140 +701.1-.8 +70180 +7040 +7W�90 +70140 +701.80 yy1DTM 1"� ANCHOR RSQ. �FRAME 80 4148.6 +/-48.8 +7044.7 +7W-W +141.8 170141.2 +7080 t7W40 +70178.8 +7W-88.8 +7W-0&$ +70141.7 +701-78.2 ASSEMBLY TUBE. O e� t/4&7 +143.8 +701.80.7 1701898 +149.3 +703773 +70180 +70100 +70172 +701444 +711/416 +70177.6 +70171.8 (n o Z O Z ZJ� < ti TABLE 13• � 0 Des"Po sswe(psfj fes Wladows Attached to a Hott<O M FrameAssembly 1168 0. WDtlar wilt FRAME HaaderW 2&16W 27-'lAr 30Si4• 34' 37' 4v 83.1ir 80 HO{#IT ASSOAMY N n 00th" Anchor Au 0UP AwJwGfoW AactwQW AwborGMV Aechwo wp AnchwGMW Anc w Q=V AwbwGMW a N t7roup Gtoep � +�� Au A8 All A.0&D B A,C&0 B A,C&D B A B C&D A B C&O A B C&D A B C D 101 ' le 0ndsr23" +701.90 +70140 +70140 +70140 + +71300 +MMI; +70190 +701400 +70140 +701748 +7 00 +701783 +1�7 + 1B0 48 +181.7 +7040 +1886 +1468 +70P-84.7 + =,.t� 284811@' +7W9D +70190 +7W00 +70140 +7W40 47"190 +70100 +70180 +70140 47044 +7W40 +70140 +187.6 +70190 +79.90 *M.6 +7W90 +WW40 +161.0 +7W41.2 +7W40 +7W40 30' +7W-W +TW40 +7W40 +7W4* +7044 +7014D +70140 +7080 +70140 +7&40 +7W-9D +70190 +70149.9 +7049.1 +7W90 +7&47.8 1/81 +7943.2 +141.9 4184 +70173.1 +7W-7&1 �� P§1 a Y o 804W 4-WO +7W40 +70140 +MM +7&40 +7040 +70190 +701-"0 QW-90 +70140 +70 M +7&410 +70/80 +701411 47940 yylp•H ft IF REM i +70MO +70140 +7N4D +7W48.8 +70686.8 +7948.8 +701.88.8 +7"41 T +79.81.7 +701-7&2 +79482 + 7&2 a 0 W +7"40 �#€$?90 +70100 +7944.4 +701.84.4 47W41.8 t7W4t.6 4701.7/.6 +781-77.6 +7W71.9 +7971.9 +70171.9 r- U t{1111 SEE SHEETS 1&4 FOR WINDOW ANCHOR � � +70180 +70140 +70146.8 +797&3+70178.3 +7978.8 170678.3 47"-71.2 + LOCATIONS AND Q�SEE SHEET 72" +70180 +70180.6 QW-79.4 +7941.1 +701.71.1 +/87.1 W-W 1 78' +70!.80 +70688.8 +70177.2 +1468 41868 3FORANYADDITiONAIRS `��` '��;•'�-�CEN3F't(��i 64• +70M +7"•82.6 +7W-72 7 REQUIRED FOR THE FRAME ASSEMBLY i TUBE. . • NO.58705 (44 3tie ) i Off'•, STATE OF NAL 1SHEET 4 FOR ADDITIONAL SAMPLE CONFIGLIPATIONS. AXW"P.E. 2)SEE SHEET 4 FOR SNUIlSER REQI P E068706 ' FOR GLASS TYPES: TABLE 14: a a a a a a 49ptmwla9camplflaatv1%the Des�nPmem(%QIlk V*A ws.AllAaohorGrw*s 4) 718 LAMI. IG: {118 T-7/16 AIR- 118 AN-.090 PVB- 1/8 AW) PttrrldaBntala code Dale A4 urWw23• MVIV 21-br 30314• arVlbndowW 37' 48' 06W 80* M %a Pad net teder 23' +711740 +7440 +744047W.00 +-76740 +70140 +7440 +7440 +7440 +?W-n BY 28.15J1r +7490 +7&40 +7440 +70180 +7440 +74410 +7440 +7440 +70140 +7440 39" +70140 +M-W +70180 +701.80 +781.90 +7440 +707410 +70140 +7440 +7441.2 80.818 +7V40 +7440 +74-80 +74.90 +7440 +7W40 +7440 +7489.8E SHEETS 1 , 9G +74-80 +70140 *7440 +7440 +74.90 +7440 +7444.8 &4 FOR WINDOW WINDOW 9S' +7480 +74 90 80 +74 +7440 OW-90 +74$61 +7017&8 IHEIGHT ANCHOR 87• +744 +74-90 +7480 +7447 +7483,6 +7017&1 LOCATIONS 77 +7440 +7440 +7486.2 +74-78 +74748 78' +701.80 +7440 +7+01-KS +70-74 �.-WIDTH� --4 aumTrm& g J 84• +7490 +7440 + 80.8 O W g x° to p[Q� TABLE 15: Z 0� ^ Design Pne wm(peg tw Windows Attmhed to a V~Frams Asse *Aft 10`MWG FRAME A89EAMY N O Winbwvmm TUBE r' urtder23• -16N8' 27-718' 30314• Sr 34' S7' 46" 53.1w 80' U. Aaohor Amor MM* Aaohot 8 ► AamMr Afflim AnOW An" Amtw ftW An*m Aaohu WINDOW J .. 0 amp mow Qup � "P emp HEIGHIT A 8 C D A a CAD A,CAD a All Al AN A9 A,C A D a All A9 O a f< adder 23• +7480 +70180 +74-90 +7440 +7480 +70140 +7440 +7480 174 +7440 +7480 +781400" +7490 +74.90 +7490 +7440 ADDITIONAL _,. 2615118' +70140 +7440 +74.80 +7480 +74.90 +7490 +7490 +7480 +W40 +7490 +7490 +7440 +7440 +70144 +7440 +74.90 +781.oA � M � 4 IM. LLQ Lu 38' +74$9.9 +78170.8 +70-90 +7440 +7479.7 +7480 +70-80 +7440 +W40 +74.90 +W40 +7440 +74.+80 +70180 "7460 +7480 +7441.2 � ( j, w 1� t➢4618' +188.3 +J-54.3 +74.80 +74� +181.4 +70140 +7480 +7490 +7441&8 +7440 +7440 +701410 +70-60 +744.8 +70-81.4 = 0 sL 80• +hfts +1 5.6 +7484.7 +7448 +141.8 +M-81.21 +7489 +74.89 +70178.8 +7490 +70r 90 1 +701.90 +7484.8 SEE MEETS 1&4 FOR WINDOW w s3• +/.MY I +I�UA +MW.7 1+744ML6 1 0-02 +7W-17.31 *TOM +744-7 +70172 +7014D +W40 1OWK1 +7441L9 ANCHOR LOCATIONS AND QUANTMES. _ to Z ANCHORS SEE SHEET3REQL FOUR THE FRAME ITIONALY � ASSEMBLY TUBE. a 3: q - u0i z TABLE f6: D 0 De9p P=s=0"for Wht b ns AtlmCftW(0 a 60111Z6W FMM Assea UY Odle L a ' Q WNW Wrdth FRAME 10 UXW23• 04&4 27--718° 50314• SY 34• 37• 46• 63-118` 68' YHEIGHTV6d001N Y ^ •t N n AWAM a" AmbW Anoka°m'p Aaehar`8t W Anchw GoW Amtror droop AMUN� Aachor*mp aaeNDre at4 T MAX o A SI A m A8 Al A.0&D a A,CAD 6 A,CAD 8 A a CAD A a CAD A a CAD A a CAD T ,aux! older23' +7W00 +7440 +7%W +701.90 +74401.4 +74410 +74459 +7490 +74.80.8 +7490 +74743 +70180 +701.783 +14&7 +701 +146 +141.7 + 80 +t-58.6 +1446.8 +7444.7 U y 2846/19• OW40 +7440 +70140 +7440 +7480 +70140 +7480 +70M +70100 +70144 +7400 +71Y40 +187.8 +7444 +7481/ +/89.6 +70140 +7490 +181.8 +70141.2 +701410 ADDITKM sr +7490 +7490 +7490 +7490 +70180 +7490 +7450 +7480 +7480 +7440 +70140 +74410 +74898 +74.88.1 +7444 +70147.8 +70178.2 +74410 +1689 +184 +7441.2 Q O d 50818" +7490 +78690 +701-9D +40-90 +74 74 80 + 490 +mm OWN +7490 +7490 +70<90 +70100 +70/89.8 +lW4RA +74.89.8 W � WWDOW DT{ � (4� IF Rr4 � a Z +70140 +7440 +W40 +74.90 +70180 +7014)0 +7014* +7440 +W4)0 +70184.6 +70684.8 +7W4" $ o \111!!1! 11 83` +7490 +74M +70680 +70140 +74.90 +70-90 +74411 +7446.1 +70196.1 +74-799 +70-76.9 +7111.78.9 87" +7440 +74.9* +70-9* +70-67 +74M +748x8 +701838 +7479.1 +7479.1 SEE SHEETS&4 FORWINDOW ANCHOR DATIONS AND QUANTITIES.SEE SHEET ��X - t . . 72' +7014 0 +70-9* +7488.2 +70-79 +70-79 +74 T4.8 +701748 78' +74.90 +7480 +74.86.8 +7474 +74741 3 FOR ANY ADDITIONAL ANCHORS �� .r0 •''�, AIS1;• �� 84• +7490 +IWM +7418Q8 REQUIRED FOR THE FRAME ASSEMBLY ~ :'v\ '•. TUM . 140.' .. J!9L 58705 wigofl i SIAM •,�`�S3+ON11 AV 1)1)8EE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURMKIML A.LVNN MILLER,P.E. 2)SEE SHEET 4 FOR BNWBBERREtSl9MADITB. P8.06674 FOR GLASS TYPES: TABLE IT. a or Des%n PreMM b"for Sime wRadaws.A9 AWW(mss 5)718" LAMI. IG: (3116"AN - 114"AIR-3116"AN- .Own SGP-3116"AN) Ff Bo�`'0- �� wr wim 6)718" LAMI. IG: (3116"T-114"AIR-3116"AN- .0900 SGP-3/1("AN) was ._.r i w dff 23• 28.151101 27.716' 3113!4' 3Y 34' 3r 40r as-1w 90• )cllamf ada F'redu4 urwler 23' +9.130 4WI30 +.130 +9Q�13o +W-130 +9011311 +OW-130 +61311 _+$@W_ + -130 261611& +W-130 +8W130 +W--130 +9.130 +901130 +9.130 +8.130 +8-130 +8W13D +9.130 39' +eW130 +901-130 +SI-130 +901-130 +901-130 +901-130 +9.130 +801-130 +8-130 +801-130 50418' +801-130 +901-130 +801-130 +901 130 +801.130 +801190 +801.130 +901.130 SEE SHEETS 80' +801-130 + 1.130 +9W--130 +9W 130 +801130 1+W-130 +901-130 8`4 DO WINDOW yygNDpy�/ 93' +W130 +9.130 +9W-130 +901-190 +9-130 +901-130 HEIGHT ANCHOR87' +96130 +wi30 +80V-130 +8W 190 +901.130 LOCATIONS 7r +9.130 +901-130 +9.-130 +9.130 +9.130 ! AND 78' +9-130 +QW130 +W--130 +9-130 �- -►I QUANTITIES. 84' +9W130 +9Wi30 +801-130 WIDTH LU v TABLE 18: 0 c • a 0e9W Pres us(pefj farVW Wbm A to a Verttoel FrameAssonft Tube z T VAndow wtdIh 10`MNL FRAME SEE SHEETS I&4 L uWw23' 26.16118' 27--718• 30314' 32' 34' or 49' 53-118' or � � ASSEMBLY FORVVWDOlW �' r A Ar- Ar�w� Am&w Qroup Aram Mvw Angor noha A AW� Arwhor� mor aohor Anobor 1t 4 ANCTORLL Group � � TUBE QUANTITIES SEE ,�� J u C� A B C D A B C 8 D A.C B D B All M A,C 6 D B A,0&08 All All AO WINDOW SHEET 3 FOR ANY w*r 2S +791-90 +70140 +70190 +701-W +70/40 +701 0 +70V-00 +XM +7W40 +781.90 +7A/80 +70090 +7.90 +701.90 +W-W +7w4o'-+ww +w-w HEIGHT p�TI� R 2610V1& +Tcl-90 +70190 +7m90 +7ar8o +7Qf4m +7x90 +701, +70190 +TOP90 +7x90 +701-90 +W-90 +7x-90 +7x90 +7.90 +70140QW-90 +70M E:j ANCHORS (n 38' +7W4 9 +701.70.6 +7440 +701,90 +70170.7 +70140 +70140 +70040 +70140 +701.90 +700.80 +701.90 +70190 +7oi 80 +70180 +70040 +7&40 +70f•90 k7ADD1TtONAL ��p FOR � �- a0W +M3 +1-94.3 +70190 +70140 +141.4 +70140 +70040 +7.90 +70M6 +701-90 +7W40 +7W40 +7.90 +7440 +70140 +70140 VI DO ..+- NCHOR THE FRAME z ®6' +1.68.6 +145.8 +70144.7 +70140 +141.9 +700412 +70140 +70/411 +70176.6 +701-90 QW-W +7-40 +70140 +7014D +70 444 (41 IF REO' ASSEMBLY TUSE. � Q 83` +1667 +/-43.8 +70080.7 +74 .6 +1x493 +7477.3 +7.40 +70!90 +701-72 +70090 +701.90 +7196 +7.88.6 +70040 +701-81.3 co) o W z a Z z O ca TABLE Ilk � oc w Des p Pressure(meq t)r WkWmrs Altaahed to a Hwiwr al Fm=Aeml*lits L WMdWr Wide FRAME under2r 2516118' 27708' 30314• 32' s4' 3r 48' 63118` 50' WEIGHT- ASffiEMBI.Y HEIGHT TUBE O C.4 +� Aruha Anchor Amor AnohorOmup Awftw ircW A0r fto AnthOrftq AaohorGmW A0Ct1�Om1Q AmbwGmW � N Grow ow saw � 10'MAX. � v7 8 A0 All All A.C&D A,C&D B A.CBD B A 8 CBD A B C&D A B CAD A B C D r.!.,!WWW27 +70040 +701.90 +70180 +711000 +7.89.4 +7W4D +7-/-80-.9 +70090 +70040.8 +70180 +74 74.S +7016840 0 +7&78 3 +1. 7 + +8a +! .7 +70140 04NL6 +1.45.8 +74.84.7 + 90 Z�o, 2616/161 +70{-90 +711090 +7of4W +70r40 +7480 +74-90 +70!90 +Wl-W +7.90 +7W44 +74.90 +7440 +W.6 +WM +78'40 +1485 +7440 +WM +/41.$ +70141.2 +70140 +74490 �t1 @ s w +70180 +719748 0 + 0 +70080 +7W40 +7069D +70140 +70140 +70!40 +7W40 +701-90 +7.40 +701-80 +70-80 +7&4D +7$1.8o +70140 +701.90 +0412 +701 11 +70140 +7W40 ADS ��0 WINDOW Y o 8044 +7190 +70190 +7W40 +7W40 +7480 +70M +7080 +7-90 +7090 +7480 +MM +7W40 +7aM +79090 +7W90 6' +7.40 +70/•90 +7W90 +70ta +70140 +7.90 +78146 +7-90 +7W40 QW40 +7.4007W40 VNlDTH �4�4�• c� z 8S• +70140 +70190 +7W40 +7.90 +7&40 +7.90 +7014o +7.90 +7W90 +74411 +7W40 +7496 VI �g 67' *WWW +7190 +7440 +70190 +7&40 +70140 +7140 +7.40 +70190 Tlllilll!/ 72' +7.40 +7.496 +70190 +7140 +7446 +7.40 +7.90 SEE SHEETS &4 FOR w W ANCt�R ``�ONS•.•. 41/( f/ 76' +70180 +7&�0 +7&9D +7.90 +7o+A6 LOCATIONS AND QUA�ITRIEB.SEE SET `� ••• �� 3 FOR ANY ADDITIONAL ANCHORS `� 4t ••' �CENSF �Q � 94 +70090 I +7196 1 +7&90 REQUIRED FOR THE FRAME ASSEMBLY Qom;'• �" TUBE �� No.58705 :��•' STATE fNOTf9S: 1}SEE SHEET 4 FORADDIT=&&WKE CONFIt3URATNM. A.Leal NSLLBR,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREb1ENT8. p"am TABLE 20: Item Dwg.It Description mat, 1 7002 Main Frame Head,Sill&Jamb W6346 Alum. ALL DETAILS SHOWN FROM THE INTERIOR • ASC 2 7071 Anchor Plate 6M M Alum. $" : .1?.84vW - 38 3 7003 Sash To Bottom&Side Rail 63-T6 Alum• W Aw 2.ior 4 7008 Frame Corner Ke Sty �7- NM5 7009 Sash Corner Ke Steel AS Ret URED Pett 1.1�" "�D B BEAD C TABLE 3.SHEET 4 2 2.1 6 7078 Frame Gasket Vinyl Foam 2.784"7 7072 Sash Comer Gasket Vicryl Foam1 SASH TOP71 FRAME 8 7070 Butb Weatherstri .187"x.275° Flak F�/C 70 3 FRAME HEAD,10 7024 Maxim Multi-Point Lock Std SILL&JAMB BOTTOM&SIDE ASSEMB Y TUBE 11 7026 Lock Su rt Plate Steel #7002,8063-T6 #7003,6063-T8 #7004,6063-T6 12 7014 Multi-Lock Kee er Steel 13 7013 Tie Bar Guide Nylon 1•14 7015 Tie Bar Assembi Steel or SS216 7029 NUArn Proected O erator Steel i r��.441•17 7030 O ratorGasket Vinyl Foam . J •4�'18 7031 O erator Baskin Plate SteelFIXED •�'19 7051 O erator S cer Blodk Nylon 3 �„�ANCHOR PLATE 00 SCREEN FRAME ADDON FLANGE 21 7034 O eratorTrack&Slider Sty �LJ #7071,6083-T6 #7006,6063-T6 #134,6083-T8 22 7023 Pro ected Hine Manuf.b Truth Steel 24 Snubber Anti-blowout Cl! Steel31 Dura Seal S er32 1713 Setting Block 5/32"x 16"x 1 4" EPDAII33 1714 Setd Block 5 32"x 71W x 1- 4" EPOM 85 35 7036 Bead B 6063-T6 Alum.36 7042 Bead C 6063-T8 Alum.37 7059 Bead D 00 3-T8 Alum•1224 Vinyl Bulb Wst Thick Flex PVC 70 #7036,63-T6 97042,8063-TO 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 50 Dow 899 Silicon Badkbeddin 1 60 7006 Screen Frame 3105-1-114 Alum. 8 •1rz" 61 7040 Screen Corner Key Pdypmxem* 62 Screen Cloth Fiberglass INTERIOR 63 1635 Screen Spline EM.PVC 4 .05v 64 320 Casement Screen Spring Stainless Steel .t w 70 134 Add-on Fla a 6346 Alum. 37 BEAD D 71 7004 Frame AsMf Tube 8W3-76 Alum. #7059,8083-T6 '�' �bia W t5 tilt Florida (aB Ccde 72 Maxim Pivot Slider Assembl 8teai Daft 80 #m-32 x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel l 1 i 11 f ,' RevbW By: Dote: Revletor: M cal Dade Prodart 81 1157 #8 X 2"Ph.Pn.SMS Stainless Steel `��p�V LYNN,... �,�� 82 #8x5/8"Fl.Ph.SMS staining Steel `; ��.•�,aeNsE�'•',�P Sr. Revtefo�r By 83 #9x 7 8"F.H.Ph.SMS Stainless Steel Reed ' No.58705 84 #8x 1"R.Ph.TEK Stainless Steel wa Hr. 85 #8x i"Quad Pn SMS Stainless Steel .1.�, 13 86 #8 x 11 2"Quad Pn SMS Stainless Steel ,• t=01: [L ® BOM AND EXTRUSIONS J ROSOWSKI 87 #10 X 2"Ph.Pn. TEK Stainles6 Steel (� •• STA �` 1070 TECHNOLOGY DRIVE '►flit: note: -��`' ••. CORIOP;••''� N. P.O. B FL 34275 AWNING WINDOW DETAILS., LM &SM 08/08/12 89 #10.24x9 16"Ph.Pn.TYPE F Stainless Steel ��i�`S/ONA�-� �� NOPrc1s�Flfsaa7a 90 #12 x 1"Ph.Pn.TEK Stainless Steel r►r r t a<<`` S /l�oaer: aL1t ,P.s~ CERT. ot- Aum. 2s298 AW-740 NTS 10 OF 10 MD AW740LM P.E.4ti87� TODD JAY JONAS .ARCHITECTS SHOP DRAW G REVIEW NO EXCEPTIONS REJECTED NOTE COMMENTS ❑ RESUBMIT � REVIEW IS FOR GENERA. G^%IIFORIIMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS Markings or comments shall not be construed a�,4 vttievinS *to CONTRACTOR from compliance with the profit plans and saecifications. nor depenures re om thO COWRACTOR remains responsible for den I and a uracy, for confirming and correlating ail quantities Irdit' and dimensions, for ting fabrication pr esu t®r Rniq L Of 8g3er�b) COMM- Jon, and for irk his k in to a t 4 44r =2 INSTALLATION AIYCHOM WINDOW FLAMM FRAME WIDTH WINDOW FLAN FROLIC WIDTH INSTALLATION ANCHOW WINDOW FLAN FRANC WIDTH (A) 4 MAX. AT FRAME HEAD � INSTALLATION AIDS+ (A) 4 MAX. AT FRAME HEAD � $ c) FRAME JAMES (SEE SHSILLEET R4) A � � 3/4 (A) 4 MAIL AT iRAN� HEAD 10 1 A 1 t8) NONE PER FRAME SILL 13 3/4• �' (C)FRAME JAN8S (SEE SHEETciao) NONE PER \44) /Q �MAX. O C. 6• t8) NONE PER FRAM SILL MAX. tp FRAM JAMBS IEEE SHEET 14> 61 y f61 t4 p to C�NEALLRS I •a"Ml 9 16 ° ii40 41 n u n u a , u u , u ::40— :: b irow 10 1/4• •0= /�� 0 R 9 3/8' �� •/�/" J 3 v 'ri MAX. ABOVE a it i �� / ' ii U I� A ✓/ •' �= Ci R Z C I RAIL n to P 10 3/16 o D .: .. y B "u to w a= == 33" ' �_==== ==e - 'th p wo Z �iG { r-. x.40. Widt AT wte+ 11 16 ii d' _1 • /1 1 2 i O "o 6' MEETING J RAD.:Zi, .L._ csI • t 5t 61 MEETS +,;< ' ME IN 11 -9 1 �j 6• MEETING I�y '+"` n u = Ss EAI a ►i fi: MOM V- Z M OW n MEETING RAILScs __===- fi __ t0 V4* =- nALS - t All. . ii '3 6tM4R. V 6 MAX. o. p 3 EXT. S INT. FALSE Cm uNIAL C dap W -71 - -1 I ILL kk EXT. a INT. FALSE COLONIAL. gg,1Dg. MUNTINS ARE APPLIED W 5e425*- q•, MUNTINS ARE APPLIED V/ WINDOW WIDTH WINDOW MOCK WIDTH V. SILICONE AND ARE WINDOW SUCK WIDTH AAILAAB E IUCONE OPr�L. 48" x 78" EQUAL LITE ELEVATION UN--EQUAL LITE RADIUS ELEVATION AVAILABLE AS OPTIONAL. UN--EQUAL LITE ELEVATION • INCLUDES; UN—EQUAL LITE AND RADIUS HEAD (I.�p TO'WADS ON SHEET 4 OF S) (IdMIPED TO LOADS ON SHEET 4 OF 6 {'IMIM To Ldp` °� SHEET °F Ls) SERIES-7700 SINGLE HUNG IMPACT WINDOW FLANGE FRAME � General Notes: S 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS s 48V OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE WTALLATWM AICHIM WINDOW FLANGE FRANC WIDTH VELOCITY (HVHZ) AND ASTM 1340-02. THIS PRODUCT IS IMPACT RESISTANT. w �.NmLL AT FRAME HEAD (SHUTTERS NOT t8) ra PER FRAME SIO 13 MAX. O ( REQUIRED) tC) FRAME JAM83 IEEE SHEET\04) A . O.C. 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 30 THAT THE BUILDING o ROOM THE SUPERIMPOSED LOAD$ IN ACCORDANCE WITH THE REQUIREMENTS aT 6• OF 2010 F.B.C. & TO BE REVIEWED BY $UHMNO OFFICIAL. . . tARroE� & 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UN . ANCHORS ON ALL WINDOW SIZES M a .L. Ulf h ITS3 ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED -45 1111W, ON SHEET 4. 11 /�; ao 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THEE DRAWING'S ARE TO BE u3 9 s/Lt• =_====141f; $ ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND !y ✓� TO BE REVIEWED BY BUILDING OFFICIAL: $.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS ii B ii e TYPES TABULATED HEREIN (SEE SHEET #3). AND FOR USE WITH DOUBLE GLAZE TAT LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET /3). �6. T , 6.) SEE SHEET 3 FOR LACK DETAILS & OPTIONS. 1.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. S2 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 91 ,XLOV }_ ♦e♦�♦�, :•• 3l��is 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED �. MEETING RAIL, ,Y o �OAAg••• •••��o�po (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) T�^ st n D �•• OL d•'y n u PRODUCE'REVEW •�f/ L 13E WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24. �� ae �•'�� O .4 SECTION 11.3.3.3. awwft o W 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 6 A ��112-0107.JA On •W ~ T e •o 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAM[—DADE COUNTY APPROVED WINDOWS USING A MIAMI—DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTA$LL: EXT. a INT. FALSE COLONIAL---10 B 3 BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APFLY MUNTINS ARE APPLIED v/ p, air •..... TO THE EN'T'IRE MULLED SYSTEM. W SILICONE AND ARE 13. SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. AVAILABLE AS OPTIONA4 WtMDGV IN= WIDTH �� t �N • 14.; ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DMEMIIAR MATERIALS TO BE EQUAL LITE ELEVATION (LOW= TO LOAN ON SHEET 4 OF 6)PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. � A • 1/4" TAPCON W/ 1 1/4• 014 S.M.S. W/ 1 1/4• ALL WOOD BUCKS ENGINEERED SEPARATELY MIN. EMBEDMENT INTO WOOL MIN. EMBEDMENT INTO CONC. & TO E REVIEWED BY BLDG. OFFICIAL CTYP.> CSEE ELEVATIOAI AT MEET N1 L NATED GLASS y .PT. WORD BUCKS CSEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 4 •Zm FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. 1 1/B• MIN. MUST SUSTAIN IMPOSED LOADS SILICONE ADHESIVE D BEDDING COMPOUNDT '4 EIIIIE . � . 40 M INTERIOR ~tai +• '1/4• TAPCON W/ 1 1/4• M so % b ° ` MIN. EMBEDMENT INTO CUMC. . ,A `'•,e.• ve• °• a 4 :.s 19 •• °' CUE ELEVATION AT SHEET 01 ti.. 2 V a. .: •-' ' 4v a d•e e4 4- Ale 1. e s, FOR MAX. FASTENER SPACING) p�� ft d •a,r $ •v x I-N • k a°. � ; 1 L4• MIN. 12 12 r 1•t/4• MIN. Z z pp O `:J r BED .- •• x q ..� �:J i i '" p e�•r. 1 1/$• MIN. d R EXTERIOR GRADE � i t •'•.'= EDGEISTANCE PERIMETER CAULKING 18 � � f 9 S g D •' .�; ,? ' SILICONE ADHESIVE EXT. OWE D EXTERIOR O 's`••' +a "4 e : BEDDING COMPOUND CAULK EXTERIOR GRADE a �a PERIMETER CAULKINK, LAMINATED GLASS WINDOW FRAME WIDTH 4 Em 1• N. DISTR MW EMBEDMENT INTO WOOD. 1 DIS miMw INSTALLATION NOTES: y INTERIOR CSEE ELEVATItiN AT SHEET NI RALS 1 FOR MAX. FASTENER SPACING) 1• THE GRADE WINDOW FRAME FLANGE THE ENTIRE PERIMETER OF�FLEANGE EXTERIOR EXT. GRAD EXT. GRADE BY WINDOW INSTALLER CTYP.) CAULK CAULK 8. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO 1 14' MIN. BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK I J�) BY OTHERS (TYP.) I �✓ O 4 5 � � • 01HEN THE CTAP BBTWBEAJ THE WINDOW FRAME AND THE BIJC:K OR 9 v MMURY 18 LESS THAN 1/87. SHIMS ARE NOT RBQUIRSD. a _ ANCHORS NOTE: ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR I/4• TAPCONS or, APPROVED CONC. FASTENERS INTO CMC, w 1 ; WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOAD OR T' 19 i CONC. CREFER TO LOAD TABLES AT SHEET 4 OF 5 FOR ' QUANTITIES REQUIRED) ire 18 2 li i 8 = •t � � © � 6 ' 1 14 1 C14 LimEXTERIOR GRADE 2 PERIMETER CAULKING2 1/4• MAX. e��4M °•••••••;�.•`i�t�,I SHIMo ee�0•.•• TYP PRCDIJCTREVISI3D N.•b��,00 compiftwh►dwFlodda s,, gcooe bfig$ Wo O°moo EXT. GRADE Air, • 1 BY OR Z BY 0 ofWOOD BUCK �t A B 014 S.M.S. V/ 1 1/4• MIN. EM1E@IENT INTO VOOD. 2S 4 11 (SEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACIMDv4•NA>t INTERIOR 6 6om N "SILICONE OPTION IMTcumn PINum -_ DOv CORNING 644 MDT 8T LAVSON OURIS 1 $ y SCHIIFE-MCAD 5731 ------------------------------ 1 TREIICD SPECTRUM 8omwr MIT.GNU•• • t�h ••�� it'd lI J�S�� '', � DEPTHW KEi KOM 25 2 c v x LAS[1NATBQ flim-COMPOSITION - isc zut u�sTatLERcTraa� � 5 g� 17u Guys B P11mQ DEM L OMATR $ ��.+ C 1 1/& ANNEALED GLASS I J 21 8 0AW PLASTIC DiTERLAYER By,-S UTIA* 3 UW AMDIEAI.ED MAU aaatr � �JTOi WEATNEE SOCK (LATCH AND SWEEP) OPTIONS �� a IMKOBUK BY OTHERS ITYP 1 1/4' MIN. 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE A 8 3 LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. a 1 , LAMImTz s> 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED a A I VN ANNEALED a.Ass y leiFOR USE ON ALL WINDOWS. M! DOW PLASTIC INTERLATER SENTRTGLAS Plus •►� '�►''+•�""+"» ( j REQUIRED PER EACH VENC. � 0 >Ir, �� stte e, .c�csac�s c t EXTBRIOR S. TWO 2 LUCKS ARE 3 VB' ANNEALED GLASS I V EST.GI WE PERDIETER CAULKING NOT BY C i TO AAPPLIED Stty0�I1ERs I to rrMa1 GlIam olocallpm P—tm=� IAtnNr,rMe I UW ANNEALED GLASS STUCCOOVER METAL LATH NAILED TO DUTACITE PVB EXTERIOR GRADE PLTVODD S MATHOM8 CAW PLASTIC INTERLATER ar. TO BE SPECD•IED BY ARCHITECT OR GSC.3 WW ANNEALED GASB 4EXTERI011 rNM BY OTHERS) NOT BY LAWSON INDUSTRIES. DIC. 0. FOOD FRAME INSTALLATION DETAIL It oto oxmmwvm taMINATMt!M> m ALUMINUM MULLION 1 1/6• HEAT-STRENGHTmD GLASS - BUTACM PV8SIX MULLION S MAX0 le X 3/4' S.D.S. MULLION MULL= MOR 8 DWr PLASTIC MITERLATER T. FLAT HEAD, PHILLIPS. 3 IIB•HEAT-�0 IA ASS Oso �" DESIGN PRESSURE LIMITATIONS. (SEE ELEVATION AND 1 P LOIIIATIONS. (ALUM. 0.078 MDI. THtp(} TAND FASTENFOR ER DQUANTITY INTERIOR NOTE: THE LOWER PRESS6RES OF SINGLE NOTE: THE LOWER PRESSURES OF SOLaE 1/4' MAX. HUNG WINDOW OR MULL SHALL GOVERN HUNG WINDOW OR MULL SWILL GOVERN SHIN t t INTERIOR �ZELEV.' FOR SP�iNGt 45 m •SD.OXINE OPTION S's DDv CO"m 849 A SCHNEE-MORCHEAD 5731 4 6800' Tor Fn SPECTRUM 8 NOTE: GLAiDYG DEPTH 1. ALL STEEL IN CONTACT WITH S AVAIL TO BE PAINTED OR PLATED. a 2. METAL STRUCTURES: wo GLASS D> T10N DBti'AD• 7WTAC117E D (S STEEL 1 : Fy M 35 KSI MMM. (STEEL 18 GA. MIN. THICK - 0.000) �d 1 118• HEAT-Sl iLNED MAU , PEI LETER 1MflN0 FRAME 8) ALUMINUM : GM-TS MIN. �y e onr PLAsTm INTERLAYER rr a/.• PVD EXTERIOR SEALANT (ALUM. 0.078- MAIN. THICK) 3 1/B'NEAT-8TREMBITENEO UPDNT• EXTERIQR GRAVE_/ OR Q 4 f/4• DISID.ATED AIR SPACE PERIMETER CAULKM 5 IAV ANNEALED MAU FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL �o d55d4B11l�i1C0�,�, INSULA A a to 0 �o®.®�e•••je•eee°Oe•e//;, not cum mmmnm DB'1'A0. EAIONAu P oM=RWI8W IL 1 118'ANNNALED GLASS _-._. socomoW1tI1i orbd& ��/ 0 8 0390• PLASTIC IMTERLAUR ® tn• SATLEX Pv8 A 3 IAr ANNEALED MASE ir By=•80LUTIA• 16 e 4 114• INSULATED Am SPACE D81B S 116' ANNEALED MASS " GLAZING DETAILS AND OPTIONS a 'DESIGN LOAD CAPACITY PSF - VIEW WINDOWS W/3H VENTS DEESIGNLOADCAPACITY (PSFJ-EQUAL LRE WOMWS S • + /-Pressures(p ,p +/_ s W INDOW Jam b Glass Type Glass Type Glass Type ,`R WINDOW .Iamb GlasaType GI=Type GlaasType Glass Type GlAss7V e� Glass Type O WIDTH HEIGHT Anchors 4 5 8 �.�� ylryp 2 3 4 5 6 7 19.125 50.626 80.0 80.0 84.0 19125 28 80.0 �.0 60.0 �.0 80.0 80.0 y 26.5 50.625 60.0 80.0 80.0 25.5 28 80.0 80.0 80.0 80 0 80.0 80.0 :3 t 37 54.625 80.0 80.0 84.0 w +a $ 37' 26 84.0 80.0 60 0 80.0 80.0 80.0 9 <t a � 61 42 50.825 60.0 80.0 80.0 4 0 � • . 42 25 80.0 80.0 00.0 80.0 80.0 W.0 0 ai.. o 4$ 50.825 60.4 $0.0 8v.o �. '� 53.125 50.626 60.0 80.0 $0.0 \ � 48 28 e0.0 80.0 60.0 80.0 eo.0 80.0 721 4 19.125 59 84.0 80.0 84.0 53.125 28 80.0 80.0 80.0 80.0 80.0 80.0 Yki �� 04 26.8 59 60.0 80.0 80.0 19125 3ILS75 80.0 80.0 6o.o 80.0 80.0 80.0 _ $ o 37 se $ 60.0 80.0 80.0 25.5 38.375 80.0 80.0 60.0 80.0 80.0 80.4 $ k ., 42 59 60.0 80.0 80.0 37 38.375 4 80.0 80.0 .60.0 80.0 80.0 80.0 48 59 60.0 80.0 80.0 ie 42 38.375 80.0 80.0 60.0 80.0 80.0 �.0 53.125 59 80.0 80.0 $0.0 % 48 38.375 80.0 80.0 60 0 80.0 80.0 80.0 19.125 83 60.0 80.0 80.0 53.125 38.375 80.0 80.0 80.0 80.0 80.0 80.0 26.5 63 60.0 80.0 80.0 19.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 37 63 6 80.0 80.0 80.0 26.5 50.8'25 80.0 80.0 60.0 80.0 60.0 80.0 42 63 60.0 80.0 $0.0 i.• 37 50,E 6 80.0 80.0 60.0 800 80.0 $0.0 48 63 60.0 80.0 80.0 / / 42 5Q625 80.0 80.0 60.0 80.0 80.0 80.0 53.125 63 80.0 80.0 80.0 ' ' 48 50.625 80.0 �.0 6ao �.o �.4 �.o ® a 19.125 74.25 60.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 0 26.5 74.25 60.0 80.4 80.0 $ 18.125 59 80.0 80.0 80.0 80.0 80.0 8D.0 37 74.25 60.0 80.0 80.0 28.5 59 80.0 �.0 �.0 80.0 80.0 80.0 a 42 74.25 60.0 80.0 80.0 37 � � 80:0 80.0 60.0 �.0 80.0 80.0 19.125 78 64.0 80.0 80.0 6 26.5 7$ 64.0 $o.o $o.o i'.;� 42 59 80.0 80.0 60.0 80.0 80.0 e0.o . 48 5e 80.0 80.0 - - - �.o 37 78 $ 60.0 80.0 80.4 53.125 59 80.0 80.0 - - - 80.0 l A 42 78 59.0 79.0 79.4 13 DESIGN LOAD CAPACITY PSF - VIEW W511DOWS W!4H VENTS 19.125 e'3 80.0 80.4 130.0 0 �.0 84.0 l j 28.5 63 40.0 8Q.Q 80.0 80.0 80.0 80.0 i� 24 37 63 6 80.0 80.0 - 00.0 00.0 80.0 80.0 WINDOW Jamb Glass Type Glass Type Glass Type 42 e3 80.0 eD.0 . eo•o . �0 80.0 emo WIDTH HEIGHT Anchors 4 5 6 48 63 80.0 80.0 - - - 80.0 19.125 59 60.0 80.0 80.0 53125 e3 80.0 80.0 - - - 8D.0 19125 74.25 80.0 80.0 80.0 80.0 80.0 80.0 0 26.5 58 60.0 80.0 80.0 I3 „. •28.5 74.2$ ��:o �.o �o �.0 � �.o 80.0 37 59 60.0 80.0 80.0 ��:f 37 74.25 8 80.0 00.0 - - - 80.0 42 59 8 60.0 80.0 80.0 42 7x.25 80.0 �.o - - - Bao 48 59 60.0 80.0 80.0 48 7425 80.0 80.0 - - 00.0 s 53.125 59 60.0 80.0 80.0 53125 74.25 74.0 77.0 - - - 80.0 i• 19.125 78 80.0 80.0 60.0 80.0 80.0 80.0 18.125 63 60.0 80.0 50.0 ' i � � < 26.5 63 60.0 80.0 80.0 /.40 �.5 78 80.0 �.0 6ao a 80.0 80.0 37 63 60.0 80.0 80,0 37 78 8 80.0 80.0 - - - 80.0 6 42 78 79.0 79.0 - - - 79.0 42 63 60.0 80.0 80.0 48 78 71.0 71.0 - - •- 71.0 48 63 60.0 80.0 80.0 APPROYED 53.125 63 60.0 80.0 80.0 CONFIGURATIONS 0®°® '� 19.125 74.25 60.0 80.0 80.0 UN-EQUAL LITE q/�®see oee. e0 26.5 74.25 60.0 80.0 80.0 37 74.25 8 60.0 80.0 80.0 i!� �!� MO'UCT�SD rid 42 74.25 60.0 80.0 80.0 BuRdit ub Im 53.125 74.25 60.0 80.0 80.0 A °awko 0 19.125 78 60.0 80.0 80.0 ��,,,,�� • 26.5 78 60.0 80.0 80.0 ice/ P06" °®s •! 37 78 8 60.0 80.0 80.0 42 7859.0 79.0 79.0 1 APPROVED CONFIGURATIONS - EQUAL LITE I , a ' FRAME HEAD FIXED MEETING RAIL BILL OF MATERIALS L-7701 L-7704 O ITEM PART REQD. DESCRIPTION REMARKS v� O O —1494--1 t FRAME TOP CORNER 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 1 2 L-7802 1 FIN FRAME SILL -T ose 6063 6 ALUMINUVMI W. op A 500 .o6E F 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM - Q m J a 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUMO Q m b 078 5 L-7705 I VENT FETING (TOP) RAIL 6063-T6 ALUMINUM" ` p am 00!i.. .q 'p M" lsoa 6 L-7706 1 VENT BOTTOM (LATCfq RAIL 6063-T6 ALUMINUM - 3: •�° 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM Z � o Q!Q $060-15 aLumumfB�IAE HFAo 8 L-7708 AS REQ'D. GLAZING BEAD ( 3/8' ) 6663-T5 ALUMINUM i V ,' ( 1 1 9 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS 40 X 3/4• P.H. PHILLIPS !, FRAME SILL FRAME JAMB 10 FS-040 AS READ. INSTALLATION SCREWS #14. X 14/4' FA/PHIL. �} 1 L-7702 L-7703( gm-TS MAUU ult 1 11 L-7531 AS REG% BULB VINYL WTS'P 1/4' DIA. BULB #3033 ( Te"t'0numm 1 12 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187•x.230• q «a 13 PWS-005 AS REQ'D: FIN SEAL WEATHERSTRIP .187•x.350' C t.44t. 14 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.310' B.437 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REWD. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 8643117 L-4204 AS REWD. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM r� Q is L-7723 I SASH BALANCE CAM/GUIDE C2 X VENT) 1 ob8 s00 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 0.D 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-TS ALUMINUM '1� o 2713 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL I 23 x AS REQ'D. GLAZING SILICON SEE GLAZING HT. 3 " 8 S VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL Q"L 24 w 2 laminated Glasa SEE GLAZING DETAILS L-7706(saes-ee atuMstOM 1 L-7708 L-7707 �:J 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON 6� (6003-Ts Aunmm ) Q (ease-Is mmmw a) FRAME BOTTQM CORNEfj 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON `J 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE �. 28 HC-026-1 I SCREEN FRAME & MESH o � 29 L-7730 1 PRODUCT LABEL s Mae •�, VENT TOP CORNER 30 x ■ x x P068 d6S 9 ~ 31 SM-5504 AS REWD. JOINT SEALANT SM-5504 32 x AS REG-D.1PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL ti aE vmur .asst RI d VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD Q$ L-7539 $7708 L--7711 L-4804 �' 'Not Am t 8 -75 crawl= (eM-75 AWMI) (ee&9-98 Al num 00��•' '•.t�of 0 P1tODUC'i'REVTSBp C,0 DA �1� AID wo do pluft NO wt3 .3% O4 Diu ,b • .11kt ; s VENT BOTTOM CORNER B�y! i ..•� Mtelltl � IO • . , -•.773 .773 b� 466 FRAME & SASH CORNER DETAILS ( sees-sa ewlalwM D 7 A TODD Ay 3 _.: �� a. , CH1TECT y.w . DRAWING RE'VIE"vV REJECTED {� NO EXCEPTIONS RESUBMIT ❑ MOTE COMMENTS ❑ REVIEW IS FOR GENERAL C.QN-FORNIANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS tAaricinas or comments shall not be construed as mlWing the CONTRACTOR from cemPliance with the Pml�t pians and nor departures therefrom the CONITRAGTt}R specifications, for confirming and remairs responsible for details and accu racy.dimensions' for setec. correlating all quant' ' . lob t- ras and ting fabricati nig ocesses. fo eschniques of assernbty and con tion. a r perf ing hi ork in a safe ma SURVEYORS NOTES: ITEM 1)DATE OF FIELD SURVEY: N MAP OF BOUNDARY SURVEY SECTION 1 -TOWNSHIP 83 SOUTH-RANGE 41 EAST 1.The date of completion of field Survey was on April 02,2013. [[ a ITEM 2)LEGAL DESCRIPTION: St Lots 9 through 12 of Block 4 of"NAVARRO"according to the Piot thereof as recorded in Piot Book 12 at Page 59 of the W E Public Records of Miami-Dade County,Florida. x yrE Containing 21,905 Square Feet,0.50 acres more or less,by1 f calculations. Property Address: SI h , 87 N.W.100th Street,Miami Shores,Florida 33150 LE TY _Q E N D. x Folio No.:11-3101-018-0380 1 30 TE" m CNR E BLOCK STRUCTURE ITEM 3)ACCURACY: PAL PIAT BOOK TR/W m RWTT OF WAY . The accuracy obtained by field measurement methods and �;1 PG. PACE r -' office calculations of closed geometric figures meets and SCALE {k, NC m Apt cxNtOn'rotYtutG uNrr exceeds the Minimum Technical Standards requirement for 111 = 301 F.F. ELEV. m FINW FLOOR ELEVATION Suburban Area(Unear:1 foot in 7,500 feet)as defined in Rule (M) m MIRED VALUE x t 5J-17-05 of the Florida Administrative Code. (R) - RECORD VALUE 08 - ELEVATION S Elevations of well identified features as depicted on the * G Survey Map were measured to an estimated vertical positions accuracy g of 1ground surfof a aces foot on hard surfaces and 1/10 of a foot ; E Well identified features as depicted on the Survey Map were 1,?R 082013 LOCATION MAP measured to an estimated horizontal position accuracy of 1/10 of a foot. NOT TO SCALE This Map of Survey is intended to be displayed at a scale of _ One inch equals Thirty feet or smaller. ITEM 4)SOURCES OF DATA I LOT 8 OF BLOCK 4 North arrow direction is based on an assumed Meridian. ) I POUND (P.B.12-PG.59) I LOT 7 OF BLOCK 4 I LOT 6 OF BLOCK 4 I LOT 5 OF BLOCK 4 Bearings 0'S shown hereon are based upon the Centerline of .; I s/a^IRON r�r I (P'B'12-P N i 9) I P.B.12-PG.59) I (P.B.12-PG.59 I POUND £; (NO I.D.) ( ) N.W.100th Street with an assumed bearing of S89051'DM said I I d I One to be considered a well established and monumented ( 25.0 89°51'00 205.00' Rs nnl 0 3�(No�_�� One. €EE! 5, p I I I BARBEQUE C.B.5.WALL 0.2'EAST This property appears to be located in Flood Zone'r with the (----- Base Flood Elevation being Not Determined,as per Federal Emergency Management Agency(FEMA)Community-Panel j F 1 �c Number 120652(Village of Miami Shores),Map No.0302,Suffer I I l m m i LOT 11 L,Ma Revised Date:September 11,2009. ' Map p LOTS I L 'NGI�'UDE I All elevations shown hereon are based on the National I LOT 10 Geodetic Vertical Datum of 1929,and a Benchmark supplied 71.6 S U R V E Y O R S by the Public Works Department of Miami-Dade County, I•GO Florida. L I 5C Nip 4055 NW DORAL, FLOOR FLORIDAFLOR DA 33178 Benchmark:N-568 Elevation=9.65 } o, z— I CRs r�I Located at the intersection of N.E.95th Street and Nath PHONE:(305)463-0912 FAX:(305)513-5680 POOL r WWW.LONGITUDESURVEYORS.COM Miami,on concrete curb southwest of handicap ramp. � - ; ON STORY l sc�eElveD coNc g LOT 13 OF BLOCK 4 e a N C.R.S.BUILDONG 11.30 < Legal Description was furnished by client. " T in °D $ Na s7 m ) AREA ); LOT 12 (P.B.12-PG.59) N F.F.ELEV.:IL78 n EM 7)SURVEYORS CERTIFICATE: Plat of"NAVARRO"recorded in Piot Book 12 at Page 59 of the GARAGE°rv"1039 Public Records of Miami-Dade County,Florida. 3I 05 14.W ' �� I I hereby certify:That this"Boundary Survey"and the N Survey Map •ti '.�:... `� II resulting therefrom performed fmYdirectionand is true and correct the best ounder COVERED ITEM LMITATIONS: '0 16.30' AREA 4 I knowledge and belief and further,that said Boundary Since no other information were furnished other than that is MUNI.iconicREYe �` I. CENTRAL ,- s, Survey"meets the intent of the applicable provisions cited in the Sources of Data the Client is hereby advised that ; 25.0' RAD" 72.0 of the"Minimum Technical Standards for Land there may be legal restrictions on the Subject Property that ARC I POUND TAN Surveying in the State of Florida",pursuant to Rule are not shown on the Survey Map that may be found in the Nal I I I SJ-17.051 throw h SJ-17.052 of the Florida Public Records of Miami-Dade County. x� g o d Administrative Code and its implementing law, The Surveyor makes no representation as to ownership orlti I Chapter 472.027 of the Florida Statutes. possession of the Subject Property by any entity or individual x 0 PouND c.es.waw that may appear on the Public Records of this County. NaL I I I 0.2'EAST LONGITUDE SURVEYORS,,a Florida C ration Florida Certifi of Authorizotion Nu LB7335 No excavation or determination was made as to how the '{ POUND S89-51'00-E 180.15(R&M) FOUND Subject Pro 3/4 IRON PIPE J Property is Served by Utilities. e a_ (NO I.D.) �. 3/4°IRON PIPE r + 17.5'PARKWAY (NO LD.) -- No improvements were located,other than those shown.No "E a BY En underground foundations,improvements and/or utilities were p , located or shown hereon. �E ate.-- �SLM , ��iv4- , SF 1 -< Ia.. DITEM 6)CLIENT INFORMATION: — ` ` "� +: Ed PSM � r� w.�..r.,,.....: �' _ _ Registered Surveyor and Mapper LS-6313 .',RSE'.. E l .rs',S'EE x"zk—""`a E ;iz ` This Bound Survey was prepared at the Insistence of and E� : . State of Florida certified to: Boundary Y Pr Par M ` ` NOTICE: Not valid without the signature and Melnuel Chowdhury 1I g M original raised seal of a Florida Licensed Surveyor and JOB NO.: 13039 DRAWN BY: DR Mapper. other he�than the sir ninr deletions to Survey Maps by signing g party are prohibited without the FIELD BOOK: EFB SHEET 1 OF 1 written consent of the signing party.