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HomeMy WebLinkAbout416 Elliott Ave 16-2988; NEW HOMEC 9 COUNTY OF SEMINOLE I / '7 IMPACT FEE STATEMENT STATEMENT NUMBER: 16100006 DATE: December 15, 2016 BUILDING APPLICATION #: 16-10000666 BUILDING PERMIT NUMBER: 16-10000666 UNIT ADDRESS: ELLIOTT N. AVE 416 30-19-31-525-0000-024A TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: SOKOLOWSKI MARK & KARYN ADDRESS: 4.23 SHEOAH BLVD #16 WINTER SPRINGS FL 32708 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single FamilyROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unit FI-RE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE Housing ORD 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: re ' v`t/'` SIGNATURE: PLEAS PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT• FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** 11'7DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Ib- )IYV MILLER CONSTRUCTION SERVICES LLC 8241 Via Bonita St. Sanford, FL 32771 co P(407)792-3955 -."- F(407)264-6284 www.millerconstructionservices.net --- FL Reg. CBC1 251569 THE PROJECT AND LOCATION: 17.11 AGREEMENT BETWEEN (CONTRACTOR): AND (CLIENT): LEGAL NOTICE: The Sokolowski Residence. 416 Elliott Ave - Sanford, FL 32771 September 28, 2016 MILLER CONSTRUCTION SERVICES LLC 8241 Via Bonita CIL Sanford. FL32771 Florida Reg7Wrd&M COC1251569 Curtis Mdler Vice Presiderd Zachary Miller Vce President Phone: 407-792-3955 Fax: 407264-6284 Ma* & Karyn Sokolowsid 423 Sheoah Blvd. #16 Winter Springs, FL 32708 LVIL'S L Ali f . 9 , `: ' 1 • E i F (: ' i ; .j '. ,..E ;i I" '; :: s : i It ;ii ;, r t i i !_ '. ire' ` .!' • e ' ' f. ! i(f THAT OU CONSULT AN ATTORNEY. SCOPE OF SERVICES: The CONTRACTOR proposes to accomplish the following construction services for the CLIENT: To accomplish the complete the consbuction of the CUSTOM HOME on a lot owned by CLIENT at 416 EWOTT AVE. in SANFORD, FL according to Construction Documents provided and approved by CLIENT prior to con (con 'on pricing based on construction documents in this contract). See attached plans for clarifications. If conditions are encountered at the site are (1) subsurlace of offietwise concealed physical conditions which differ matertafly fiom those _ in the Contrad Documents or (2) unknom physical conditions of an unusual , which diller materially from arose ordinarily fund to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, then notice by the observing party shall be given to the other party promptly before conditions are distigbed and in no event later than 21days after first observance of the conditions, Clairm by the CONTRACTOR for an a4ustment W the contrad sum or the cordract tine nisi be made within 21 days alter the first obserramme of the conditions. TIME SCHEDULE: Construction shall be completed 210 working days ("Contract Time") from date of permit approval. The c t Tirm is for services listed only in this agreemenL Addifionai time may be required if additional services are requested or if delap are caused are belmid the CO CT(Ws - In the event that additional - are requested, the CONTRACTOR shall state whether the additional services will result in the need for an extension of the contract time, and if so, the amount of days that the requested additional services will add to the contract time. The failure to request an extension of the conbact time on a proposal for additional services will waive any entiffement to a tim "on, unless the CONTRACTOR its rights to the fine eAmsion on the proposal. The CONTRACTOR shall notilythe CLIENT no less Von five (5) days m advartIce of when any responses are due from CLIENT on any subjectthat will be considered not the fault of the CONTRACTOR include, but are not limited to delays caused by the CLIENT or his representatives, delays due to acts of God, extreme and unusual inclement weather, strikes, lockouts, material and/or labor shortages, lack of avadabifity of uft swfices, fire, storms, theft and vanda5srn- ADDITIONAL CONSTRUCTION SERVICES: Any changes beyond approved plans shag be subject to a change onW and c to CLIENT - I NPIlielk III, CLIENT shall designate a representative to act on its behalf with respect to the project, such representative to have authority to render timely decisions and approvals regarding performance of CONTRACTORS services. CLIENT shag designate a repro to ad on its behalf for bitting and accounts receivable responsbifity- The CLIENT shall furnish all legal, accounting and other services and expenses required to prepare, present and process any application for governmental or private financing mortgage insurance or subsidy. CLIENT represents that to the best of its knoWledge, records and " the prujed and requested services wait not inchkLe exposure to, or analysis of hazardous substances or wastes (aKlaadmg. but not limited to, asbestos or any material coritaining asbestos or any disease drredly or irhTrreclly related to asbestos). The CLIENT acknowledges that such materials are largely uninsurable risks excluded from CONTRACTOR' standard errors and omissions insurance. in the event such substances or contamination are found to exist at the project, the CLIENT agrees to indemnify, hold harmless and defend the CONTRACTOR and CONTRACTOR7s its, if any. and their respective principals and employees, to the fugest extent a0mved by law from and against any and all environmental risk claims, liablity or damages. however Caused, asserted with the presence, die, release or escape of such waste or contaminants. In the event such substances are encountered, the CONTRACTOR may suspend construction. In light of CONTRACTORS limited ability to protect or to insure against certain environmental risks attendant to 'involvement with the subjectCLIENT stkitl release, indemnify, hold harmless and defend CONTRACTOR and CONTRACTOWs , if any, and their respective principals and empkroes to the fidlest eodent alowed by law concenmV any and all environmental claims, 6at>ifity. costs and/or losses of any kind or cause whatsoever even in situations involving actual or alleged 'acute negligence' or 'design defects" and excluding only indemnification for any indemnity's sole negligence or willful misconduct found by a court of competent jurisdiction, related to the Project and any or all of the following: 1- The dispersal, discharge, escape, release or saturation of smoke, moors, soot, furies, acids, ahafis, toxic chemicals, liquids, gases or any other materials, irritant, contarrminant or poffutant in or into the atmosphere, or on, onto, upon, in, or into surface or subsurface soil, water or water courses, objects and/or any tangible or intangible matter, whether sudden or not. 2. Airy other sum element, or topic for which any claim is made, that CONTRACTOR's Professional Liablity Insurance Company that is responsible for coverage an tie date that said claim is made, deems excluded hum CONTRACTORSs Prolesswrial Liability Insurance coverage. 3. Radon Gas. 4. Electromagnetic intrusion and/or effects. 1 E ,/ i..01 1.. 4 8..1 I - •/.. t. 1 .. I 1... /. - r 1.. YI 11- Iv /. 3 . . t ,- /.f' <1-Yi.'V .S 1 - 1- +k :S ISY Lt/ ly 1. -f I @.: Z ul It is the CLIENTs responsibility prior to or during construction to notify the CONTRACTOR in writing of any of which the client has actual knowledge errors or omissions in the drawings and other documents. The CLIENT will be responsible for any defects in construction if these procedures are not followed. The CLIENT warrants that funds one or vM be avadable for prorW payment under the terms of this AGREEMENT- The CONTRACTOR shag be entitled to full payment for completed work regardless of the timing or the CLIENTS failure to receive financing. The CONTRACTOR is NOT a co -venturer with the CLIENT and payment of fees is NOT at risk. Statements are due and payable upon receipt, and the CONTRACTOR shall have the right to suspend work or withholo completed work on this project, or any other project in progress between the CLIENT and CONTRACTOR if payments are not recehred willm Owly (30) days of stgernent dates_ If a performance time schedule is involved in the work under this AGREEMENT, any tone lost while work is suspended will beaddedby the CONTRACTOR to the end of any such schedule. if work has been suspended by the CLIENT, the ARCHITECT shall retain the right to charge a restart fee, to be negotiated prior to resumption of the work. Payrnents due to the CONTRACTOR and unpaid thirty (30) days after the bUM date under this AGREEMENT shall bear interest born the bUM date at a rate of 1 % per month_ The CLIENT agrees that in the event of CLIENTS fadim to pay amounts dace, under the terms of this AGREEMENT, the CONTRACTOR shall have the right to utilize professional collection services, and to receive payment from CLIENT of collection fees in addition to contract amounts due. CONTRACTOR shall maintain Qxnprehensive General Uabft coverage. a staternerd of pofuy held by CONTRACTOR shag be given to CLIENT or represerhtatrves before starting work - The CLIENT and the CONTRACTOR, respectively, bind themselves, their partners, successors, assigns and legal representatives of such party with respect to all covenants of this AGREEMENT. Neither the CLIENT nor the CONTRACTOR shall assign, sublet or transfer any interest in this AGREEMENT without the written consent of the other. CONTRACTOR shall have the right to include photographs. drawings and information on the project in public relations and marketing materials; and to submit: photographs, drawings, and information to design competitions and publications. CONTRACTOR may include information about ARCHITECT in promotional materials, sates centers and model units, advertising and air display of project plans and information if project is built and finished substantially as _ Airy profferation of the house design related material will be subject CLIENT'S authorizatiori- In recognition of the relative risks and benefits of the project to both the CLIENT and the CONTRACTOR, the risks have been allocated such that the CLIENT agrees, to the fullest extent permitted by law, to limit the liability of the CONTRACTOR and his/her suboonsuitants to the CLIENT and to all construction contractors orsand subcontractors on the project for any and all c lmmts, losses, costs, damages of any rhature whatsoever or darns expenses from any cause or eases, includes attDmeys tees and costs and expert witness fees and costs, so that the total aggregate faabr'Crly of the CONTRACTOR and hm ther subconsultarnts' to all those named shall not exceed the CONTRACTOR's insurance coverage limits or the total project fee received for services rendered, whichever is greater. It is intended that this limitation apply to any and all " or cage of action or , unless . prohibited by law_ Notwithstanding any outer provision of this AGREEMENT, and to the fullest extent permitted by law. neither the CLIENT nor the CONTRACTOR, their respective officers, directors, partners, employees, contractors or subconsultants shall be liable to the other or shall make any claim for any incidental, indirect or consequential damages arising out of any circumstances that are outside the CONTRACTOR's control, such as ads of God, extrerne and unusual ' , strikes, lodwuls. material and/or labor shorlip9s, lack of availability of ul tfiy services or mays that have been given notice as explained in this agreement This mutual waivor of consequential damages shall include, but is not Broiled to, loss of use, loss of profit, loss of business, toss of income, loss of reputation or any other consequential damages that either party may have incurred from any cause of action including negligence, strict liability, breach of contract and breach of strict. or _irnplied warranty. Both the CLIENT and the CONTRACTOR soul; require waivers of consequential dwriages Wotecting all the enfilies' or persons moaned Fherebr in ag contracts and subcontracts with others iniial red in this project If at any time either party should feel that the other has materially breached this AGREEMENT, then it shafl notify that party in wrihM setting forth clearly what must be done to came that breach, and thereafter the parties so notified shall have seven m calendar days to Wo that prescribed action. Any claim either party has or may have against the other is -irrevocably waived if the daitni ng party does not at least notify the other party in writing of the exMence of the claim within one year of the date when the clairr - party knew or should have known that it had or arguably had the claim. In the event of failure to cure the breach, this AGREEMENT may be terminated by either party upon seven (7) days written notice. In the event of terntbiation, where the CONTRACTOR is not in breach of this agreement, the CONTRACTOR shall be oanhpewArted for a® services pedwirned to Wrrmnabon date, together with Reimbursable Expenses then dire_ In the event of a tenrimurtion where the CONTRACTOR is in breach of this agreemeK the CONTRACTOR shall not be entitled to receive further payment until project is finished. If the unpaid balance of the contract sum exceeds cost of finishing the project and other damages incurred by the CLIENT and not expressly waived, such excess shall be paid to the CONTRACTOR. Should any litigation be commenced between the parties hemlo or their peraonaJ representatives concerning any provision of this Agreemerd or the rights and duties of any person th relabon thereto, the party prevailing in such litigation shall be entitled, at addition to such otter relief that may be granted, to a reasonable sum as and for their or his or its attorney's fees and any other litigation costs in such litigation. The parties agree to personal jurisdiction in Seminole County, Florida and that the sole venue for any dispute arising out of this agreement shad be in Seminole County, Florida - In an effort to resolve any conflicts that anse during the construction of the project or following the complIetion of the project the CLIENT and the CONTRACTOR agree that all disputes between them arising out of or relating to this AGREEMENT shall be submitted to non binding mediation unless the parties mutually agree otherwise. The CLIENT and CONTRACTOR further agree to include a similar mediation provision in a8 agmernents with 'indeperident contradors and cortsuttants retained for the project thereby providing for rneefiation as the pmna7y method for dispute reschifion between the parties to those agreements - This AGREEMENT represents the entire and integrated agreement between the CONTRACTOR and CLIENT; the Project described; the Services; the Conditions; the Fees. Extra work or changes in the work shall be by CONTRACTOR'S addendum or CLIENT'S CO (change order) only_ Upon acceptance in writing by both CONTRACTOR and CLIENT, all such extra work or changes shag become incorporated herein. Any additional insurance, certificate or certifications required or requested by the CLIENT shall be considered additional work. The proposed language of such certifications requested of the CONTRACTOR or CONTRACTOR's Consultant shall be subirnidled to the CONTRACTOR for review and approval at Ieast fourteen (14) days pry b exeariioh_ The CLIENT shall not request or require additional insurance of certificationsthat would nxtime krwwhxlge or services beyond the scope of this AGREEMENT- Any additional legal fees required in preparation of said cerfifications shall be considered a reimbursable expense. The CLIENT and CONTRACTOR agree in accordance with the terms and conditions of this AGREEMENT got if the scope of the Project or of the CONTRACTOR's services is changed materially, the amounts of corrrpensation shall be adjusted; and, if the swAces covered by this AGREEMENT have not been completed within twelve (12) months of the date thereof, through no fault of the CONTRACTOR, time amounts of compensation, rates and multiples set forth herein shall be equitably adjusted. Chapter 558, Florida Statutes, contains important requirements you must follow before you may bring any legal action for an alleged construction defect in your hone_ Sixty before txitg y legal. you must dernw to the other patty to this a _ to Chapter 558. of any construction conditions you a9ege are defective and provide such person the 0XWft1dY to unPec the alleged oanstruchon defects and to consider making an to repair or pay for the alleged construction defects. You are not obligated to accept any offer which may be made. There are strict deadlines and procedures under this Florida Law which must be met and folovmd 10 protest your -interest Proposal valid for thirty (30) days iron date lasted below. Once exemled, this contract is only valid for above described work and is not valid for any offer shnflar work. Prime in this contract is also only valid for above described work and is not transferable to other similar work. CLIENT acknowledges that any unforeseen conditions will be subject to change order to CLIENT. Barring extreme cUcur estarmes, such as acts of God, extreme and unusual inclement weather, strikes, Io&"rts, material andfor labor shortages, lack of availabft of utility services, material cost shall remain foxed as noted in this contract_ No work shall commence until contract is executed_ Contract is not considered executed until initial deposit is made and funds confirmed - The proposed an agovvanm for municiped, PERMIT and IMPACT FEES and will be subject to any fluctuation imposed by the mun" Basis for Payment: For cost break downs and fatal sum of prop d see PROPOSED BUDGET_ PAYMENT SCHEDULE: Fees for Basic Services shall be payable as follows: Initial deposit 10% of total attract 29278.56 + Pemrit and Impact Fees $13,44329 = $42,721.85 At completion foundation 20% of total contract and any outstanc&V Change Orders 58,557.11 At Sheathing inspection 20% of total contract and any outstanding Change Orders 58,557-11 At Mechanical, EhxhiCal and Plumbing R 20% of total cohtrxt and any outstanding Change Orders 58,557.11 + Appliance Allowance $5,000.00 = $63,557.11 At installation of flooring 15% of total contract and any outstanding Change Orders 43.917.83 At Electrical trim 10% of total contract and any outstanding Change Orders 29,278.56 At Issuance of Certificate of Occupancy 5% of total contract and any outstanding Change Orders 14,63928 Total Contract Fee: $311,228.86 Payment schedule submitted by financial institution, where payment is remitted monthly based on percentage of completion will be accepted in lieu of above payment schedule. Stated fees are plus reimbursable exlmertses. Papnenl is date and payable upon completim of each phase- jj. .x - r. 1 ., . 4 ., a ,- atra . , :. . a:. r. s a.., ;^xt =i w I- r k - 5. t - -,.. contract Prior to r ..p W in work ors r*i THE AGREEMENT: CONTRACTOR A- Fin CBC1 DATE SERVICES LLC BY. rk Sokolowski DATE Karyn Sot o owsk DATE 1= 41.9201 SEraACK \ i 61,910' - I I I 1I I , 1I 10' SIDE SETBACK NOTE: THIS STRUCTURE — BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD RE IRETIENTE OF THE —4 FLORIDA BUILDING CODE RESIDENTIAL FIFTH EDITION, SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE'I-10. I. WIND W®. 135 MPH ULTIIATE WIND SPEED —1) AND D& MPH (1—U 2. RISK CATEGORY 2 CONSTRUCTION TYPE • SINGLE FAMILY RESIDENCE (v) m3. WIND EXPOSURE • CATEGORY C 4. INTERNAL PRESSURE CAEFFICIENT FOR ENCLOSED BUILDINGS IS IS AND HEIGHT . EXPOSURE ADAISTMENT C EFFICIENT IS 1.40 RESIDENTIAL DESIGN, INC. 68 GRAHAM AVENUE OVIFDO, FLOR IDA 32765 Ai--f,kuVLL) PLANS w ap 7 l — iota 8 23/32" I 1 2.`3 -20«0 d 1i V ENG. DEPT. Q t7K -i-o Cm n C 5\n le 4 zm; I t1 tee_ A+ Low oy, 1 A Zan: n C`L's\t i4+ians. D.S. CHEHAL IEXISTING GRAVEL DRIVE WITHIN PAVER OR GONG r f I Y I Ow N S a UJ I N I EXISTING I TREE N 66°34'24" UJ 141,860' I SITE DESCRIPTION: LOT 25, FORT MELLON, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 69, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. SITE PLAN SCALE: 1/8" • 1'-0" LICENSEDPROFESSIONAL ENGINEER 624 DOUGL.AS .AVE. SUITE 1419 ALTAMONTE SPRINGS, PLOR IDA 32714 407)227-7368 PE 79118 Nov n 8 2016 CITY OF SANFORD BUILDING FIRE PREVENTION PERMIT, APPLICATION Application No I _ 1985 Documented Construction Value: S AM@!9, 3 to Job Address: 416 Eltiott.Ave. Historic District: Yes No X. Parcel ID: i30-19-31-5254)000-024A Residential X Commercial [ Type of Work. NewX Addition Alteration Repair Demo Change of use Move Description of Work; New Single Family Home Phu Review Contact' Person: Zach Miler Phone: 407-792-3955 .Fax: 407-2+6"284 Title - .—VIP, I I Y I i I. (rt t . I ! !i. Property Owner information Street: 423 Sheoah Blvd. #16 Resident of property? : n/a City, State Zip Winter Springs. FL 32708' Contractor Information Name _Nliller Construction Services LLC Phone 407-792-3955 street: $2d1 V g Rnnitu St- Fax: d07-264-62R4 City, State Zip Sanford, FL 32771 Sty License No.: CBC1251569' ArchboctiEngineer Infornution Name: Origins Res- Design/ D.S. Cbebal Phone: .407-365-1125. City, St, Zip: Oviedo, FL 32765 E-mail:1' deSlgn+net Bonding Company: , Mortgage Lender. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONIIVSENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR MPROVEMEM TO YOUR PROPERTY. A NOTICE OF CO NT MUST BE RECORDED AND POSTED ON THE JOB SI1'Ii BEFORE THE FIRST INSFECT"L 1F YOU INTEND TO OBTAIN FINANCING, CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR .NOTtCF OF CONEVIENC"ENIENT. Application is hereby madeto obtain a permit to do the work and installations as indicated. I certify that no work or i nsta nation has commenced Drior to the ,issoaiooe oia pm* and dvit.all mat will be perfanned to mwet sumdards of all laws regulating consuitction in this jurisdictinn. „I undmtsud tW a separate permit must -be prod for furnaem boilers, heaters, tao s,;s d air roodkionem etc. FW 1053 SW be ii aribedwfttked=tt afalopficatim and the cods in effi+n[ its eff :nt 16 Fleas (2014) FUrMa Building Code w tl 0 01 Revised: June 30, 2015 ' I 1 CG Ya u ' Permit Annho-ainn5 I o j <' NO`iTCE: In addition to the requirements of this permit, there oily be additional .restrictions applicable to this property that may be found inthe public records, of this county, and tune may be additional permits iegdaed from od pywalnumW entities such as waw managem distrilcts: stateagencies, of federal a errcies. Aoceptance.of permit.is verification that I will notify the ownerof the property of the.requinements ofFlaeida Lien Law, FS 713. The City of Sanford requires payment of a plan review :fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and°will be considered the estimated construction value of the job at. the time of submittal. The actual constrlixtion value will be figured basedon the current ICC Valuation Table: in effect at ttre time the, gamut is issued, in accordance with local ortlinanoe. Should calculated charges figured ogthe execcged contract exceed the actual construction value, dtedit will be applied to you permit fees, when the permit is issued. OWNER'S AFFIDAVIT: I certify that all. of the foregoing information is accurate and that all work will. be done in compliance with aV app6cablle, burs regulating,co and zoning Signature of OwnWAgmt t — S' of Cauttactod Agent llate Ai.t0.+dAg. d'Pftmc I IPrint, C a tacladAWWs r>rae. Owner/Agent is Pemnally Known to Me or Pmduced;W X, Type ofH) L. signature Notary public State of F"a Angie Bradbum My Commission FF 931751 tgFl Expires to/ 2812W9 Co"5ts0t6r1k& t is. Pe nally Known to Me or Produced ID Type of ID Permits RequiredY t 1 Its. ElecUicalfidMechanicalDd Plumbt I `, ' -, Construction Type: fOccupancy Use: Q 3 Flood Zone te- 5IDC Total Sq Ft of Bldg: 315 L4 Min. Occupancy Load: 16 #' of Stories: t New Construction: Electric - # of Amps Z.W Plumbing -# of FktnM 9 Fire Sprinkler Permit:; Yes No 0 # of Heads Tire Alarm Permit Yes NON APPROVALS 'ZONING:11- 114 -1 — 4`71 ITTES:' 'WASTE NATER-- ENGINEERING: i , G 1-15- ICp FIRE: BUILDING: SF Q- S- t (e Ok to construct new single family home as shown on plan. Meets area and dimension regulations for SR1-AA zoning district. Revised: June 30; 2015 _ Permit Application Pi %0-4 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Zach Miller Firm: Miller Construction Services, LLC Address: 8241 Via Bonita Street City: Sanford State: FL Zip Code: 32771 Phone: 407.792.3955 Fax: 407.264.6284 Email: millerconstruction@)cfl.rr.com Property Address: 416 N. Elliott Avenue Property Owner: Mark & Karyn Sokolowski Parcel identification Number: 30-19-31-525-0000-024A Phone Number: Email: The reason for the flood plain determination is: M New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) 40 OFFICIAL USE ONLY = = = 4 Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 16-2988 Reviewed by: Michael Cash, CFM Date: November 15, 2016 Application for F'aived Driveway, iewalk or Wa 11 kway Including Right -oaf -wad Use oti 77-4 Landscaping in Right of-wa www.samardf.'gov" Department of Planning & Development Services 300 North. Park Avenue, Sanford, Florida 32771 Phone:447:688.5140 Fax:407.`688:5'141 mit authorizes work to be done on the subject property or in the,city of Sanford's right-of-way In accordance`w *the gulations'and the attached'constructiod plans approved aspart'of this permit, The permit s required for driveway or construction over 100 square feet of concrete or other material on the subject parcel and I or any construction ofa I, walkway or landscape improvements within they city right-of-way, It does not approve,any, work within any other on's right-of-way. Ali°requested information below a's well as a':current survey, site plan or, plat clearly I identifying the Mw:wh.VibeWA tnratinn nf.thP Pkistinn rinhi—of-wav and use shall be brovided or aooiicatidh could be delaved. Catlbeea.6youdW 1. Project Cocat'lonlAddress: 416 ELLIOTT AVESANFORD; FL 32771 2. Proposed Activity: o" Driveway Walkway 0 .Other'- 3. Schedule of Work:' Startbate 1'212016 Completion Hate 06/20 7 - Emergency Repairs sin lefamll new construction4. Brief Description ofUVork: g y This appl'i is'sub . itted Signature: Print Name: Mark•Sokolowski Address.,,4 AH BLVD#16= . l .R,SPRI:NGS, FL 32708; Phone: ( 762_M5 ax: Email'. Date'.; 12f0,812016 MaintenanceResponsibilitiesflndemnification defense settlement and reasonable attorneys fees up to`and includ€ng a'n appeal), resulting in any fash€on from or arising d redly rrr €ndirectly out of or connected Wih:the use ofthe Co's right -of irfiave read an understan he trove statement and by signing this application I agree to its terms. Signature; r Date:, 12/08/2016 Thi , permit sh 1 be posted on the, site during construction. Please cats 080 24"hours in advance to schedule a pre -pour, inspection. Pre - pour inspection by Date: Official Use Only: Apptipation No: Fee: Date: Reviewed? Public Works Date;a Utilities Date:: Approved:° Engineering Dates -ZG t NO Site Inspected by: Date: Special" Permit Conditions: City of Sanford F Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective August 2016 - February 2017 BP# 16-2988 416 Elliott Ave Type of Construction: I VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: 1 24981square feet SQUARE FOOTAGE OF GARAGE ONLY: F 656 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 3154 square feet Dollar Valuation of Work: 310,676.98 State Fee: 95.15 Permit Fee F 2,214.74 Application Fee:F- 25.00 Plan Review Fee: 932.03 Total Building Permit Fees: 3,266.92 Plumbing Fixture Calculation 416 Elliott Ave Bath Tubs Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer'Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 2 Laundry Tubs 2, Water Heaters 1 Lavatories 3 Water Piping 1 Pool Piping Water Softener 1 Showers 2 1 j Total Plumbing Fixtures - 19 Permit #: 16- 2988 Address: 416 Elliott Ave Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle, Metal, Torch Down Flood Zone: None Number of Stories: 1 Number of Bathrooms: 2 Square Footage: 3154 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 16 CITY OF SANFORD i ' BUILDING AND FIRE PREVENTION DIVISION P 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE:407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-2988 Date: 11/22/2016 Project Description: New SFR Contact Name: Zach Miller Job Address: 416 Elliott Ave Contact Email: millerconstruction(&cfl.rr.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. Two copies of a Plumbing DWV riser FBC 107 2. Two copies of Electrical Load Calculation FBC 107 3. Two copies of Evaluation Reports for the spray -foam insulation FBC 107 4. Two copies of an HVAC duct layout FBC 107 5. Two copies of Florida Product Approval and manufacturer installation instructions for the following: Torch -down roofing, fixed windows and sliding doors. FBC 107 None of the above is required to be signed/sealed by the design professional. All can be submitted on 8.5" x I I" paper (or larger). Please verify all documents can be read clearly and are legible. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 1- LOCATION MAP SECTION A THRU SIDE YARD SCALE 1" = 10' H, 1" = V V SECTION B THRU SIDE YARD SCALE: 1" = 10' H. 1" = V V SECTION C THRU REAR YARD SCALE: 1" = 10' H. 1" = V V S ITE VICINITY MAP ti h m om— Q v v a 4 SECTION D THRU FRONT YARD SCALE: 1" = 10' H, 1" = V V LEGAL DESCRIPTION: LOT 25, FORT MELLON. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 69. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LESS A PORTION THEREOF BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID LOT 25 AND RUN NORTH 42039'24" WEST ALONG THE NORTHERLY LINE OF SAID LOT 25. 151.30 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 42039'24" WEST ALONG SAID NORTHERLY LINE 51.89 FEET TO THE NORTHWEST CORNER OF SAID LOT 25: THENCE RUN SOUTH 4'08'15' WEST ALONG THE WESTERLY LINE OF SAID LOT 25, 18.01 FEET; THENCE DEPARTING SAID WESTERLY LINE RUN SOUTH 61001'02" EAST. 41.68 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A PORTION OF LOT 24, FORT MELLON, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 69, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY. FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF SAID LOT 25 AND RUN NORTH 42039'24" WEST ALONG THE SOUTHERLY LINE OF SAID LOT 24. 151.30 FEET: THENCE DEPARTING SAID SOUTHERLY LINE RUN SOUTH 61'01'02" EAST 68.15 FEET: THENCE RUN SOUTH 41022'50" EAST 83.00 FEET TO A POINT ON THE SOUTHEASTERLY LINE OF SAID LOT 24, SAID POINT BEING ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 84.00 FEET. A CHORD OF 19.95 FEET AND A CHORD BEARING OF SOUTH 36051'14" WEST: THENCE RUN SOUTHWESTERLY ALONG SAID CURVE NO SOUTHEASTERLY LINE 20.00 FEET THROUGH A CENTRAL ANGLE OF 13038'33' TO THE POINT OF BEGINNING SITE GRADING PLAN SCALE: 1" = 20' APPROVED ENGINEERINT 7 _ DATE BY l I - I> - &1 T LEGEND C PROPOSED BUILDING ADDITION 0 PROPOSED CONCRETE O EXISTING CONC. TO REMAIN O EXISTING CONC. TO BE REMOVED EXISTING ELEVATION ro-4 PROPOSED ELEVATION PROPOSED DRAINAGE FLOW PROJECT DATA: TOTAL AREA: 14.620 SF (0.34 AC ) EXISTING ZONING: SR1AA FUTURE LAND USE (FLU): LDRSF TOTAL IMPERVIOUS AREA: 4,484 SF (30.7%) BUILDING: 2,569 SF ENTRY PORCH: 85 SF OUTDOOR LIVING: 473 SF PROP. CONC: 1,357 SF TOTAL PERVIOUS AREA: 11,466 SF (78.4%) VERTICAL DATUM: ELEVATIONS BASED ON SURVEY FROM IRELAND 8 ASSOCIATES SURVEYING FLOOD ZONE: THIS SITE IS LOCATED IN FLOOD ZONE'X' AREA OF MINIMAL FLOODING) PER FIRM PANEL NO, 12117CO070F. DATED 09/28/2007 SOIL TYPE: URBAN LAND 0-12%SLOPE HYDROLOGY GROUP-D- PARCEL NUMBERS: 30-19-31-525-0000-024A PROJECT ADDRESS: 416 ELLIOTT AVE SANFORD. FLORIDA 32771 PROPERTY OWNER MARK 8 KARYN SOKOLOWSKI 423 SHEOAH BLVD #16 WINTER SPRINGS, FLORIDA 32708 APPLICANT: MILLER CONSTRUCTION SERVICES 8241 VIA BONITA STREET SANFORD. FLORIDA 32771 PHONE: 407-792-3955 EMAIL: m,IIe—nstmcWn@c6.n can CIVIL ENGINEER: AMERICAN CIVIL ENGINEERING CO THOMAS H. SKELTON, PE 207 N. MOSS ROAD, SUITE 211 WINTER SPRINGS, FLORIDA 32708 PHONE: 407-327-7700 EMAIL Iomske6ongbetlsouttl.net LAND SURVEYOR: IRELAND 8 ASSOCIATES SURVEYING PATRICK K. IRELAND. P.S.M. 116637 1301 S. INTERNATIONAL PKWY. STE 2001 LAKE MARY, FL 32746 PHONE: 407E7B-3366 BUILDING SETBACKS LOCATION REOUIRED PROVIDED NORTH ELM AVE. (FRNM 25 FEET SOOTH PROPEffIY UNE (W 10 FEET WEST PRWEIRY LINE (REAR) M FEET NORTH PROPERTI' UNES (SIDE) 10 FEET v' W 0 l Q p Z p OJ W o CDz y z Of zto CD V y Dt•EN N BT,TE•GF L O R 1pP •\r J.. C LOCATION MAP SECTION A THRU SIDE YARD SCALE: 1" = 10' H, 1" = 1' V SECTION B THRU SIDE YARD SCALE: 1" = 10' H, 1" = V V SECTION C THRU REAR YARD SCALE: 1" = 10' H, 1' = V V SITE VICINITY MAP mm 1 "h .\ _ c SECTION D THRU FRONT YARD SCALE: 1" = 10' H, 1' = V V LEGAL DESCRIPTION: LOT 25, FORT MELLON, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 69, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LESS A PORTION THEREOF BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID LOT 25 AND RUN NORTH 42`39'24" WEST ALONG THE NORTHERLY LINE OF SAID LOT 25, 151.30 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 42°39'24" WEST ALONG SAID NORTHERLY LINE 51.89 FEET TO THE NORTHWEST CORNER OF SAID LOT 25; THENCE RUN SOUTH 4°08'15" WEST ALONG THE WESTERLY LINE OF SAID LOT 25, 18.01 FEET, THENCE DEPARTING SAID WESTERLY LINE RUN SOUTH 61 °01'02" EAST. 41.68 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A PORTION OF LOT 24. FORT MELLON, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 69, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF SAID LOT 25 AND RUN NORTH 42'39'24" WEST ALONG THE SOUTHERLY LINE OF SAID LOT 24, 151.30 FEET; THENCE DEPARTING SAID SOUTHERLY LINE RUN SOUTH 61 °01'02" EAST 68.15 FEET; THENCE RUN SOUTH 41°22'50" EAST 83.00 FEET TO A POINT ON THE SOUTHEASTERLY LINE OF SAID LOT 24. SAID POINT BEING ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 84.00 FEET. A CHORD OF 19.95 FEET AND A CHORD BEARING OF SOUTH 36`51'14" WEST; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE ND SOUTHEASTERLY LINE 20.00 FEET THROUGH A CENTRAL ANGLE OF 13°38'33" TO THE POINT OF BEGINNING SITE GRADING PLAN SCALE: 1" = 20' APPROVED ENGINE ';Ii P' DATE BY - 61--5 a o A 4 W E S o' 11 40' SCALE 1" = 20' LEGEND PROPOSED BUILDING ADDITON PROPOSED CONCRETE EXISTING CONC. TO REMAIN EXISTING CONC. TO BE REMOVED 4° EXISTING ELEVATION trowa PROPOSED ELEVATION U PROPOSED DRAINAGE FLOW m PROJECT DATA: TOTAL AREA: 14,620 SF (0.34 AC.) EXISTING ZONING: SR1AA FUTURE LAND USE (FLU): LDRSF z A TOTAL IMPERVIOUS AREA: 4,484 SF (30.7`r) W S BUILDING: 2,569 SF ENTRY PORCH: 85 SF OUTDOOR LIVING: 473 SF PROP. CONC: 1,357 SF TOTAL PERVIOUS AREA: 11,466 SF (78.4 % ) VERTICAL DATUM: ELEVATIONS BASED ON SURVEY FROM IRELAND 8 ASSOCIATES SURVEYING FLOOD ZONE: THIS SITE IS LOCATED IN FLOOD ZONE "X' AREA OF MINIMAL FLOODING) PER FIRM PANEL NO. 12117CO070F, DATED 09/28/2007 SOIL TYPE: URBAN LAND 0-12 % SLOPE HYDROLOGY GROUP"D" PARCEL NUMBERS: 30-19-31-525-0000-024A PROJECT ADDRESS: 416 ELLIOTT AVE SANFORD, FLORIDA 32771 PROPERTY OWNER MARK 8 KARYN SOKOLOWSKI 423 SHEOAH BLVD #16 WINTER SPRINGS, FLORIDA 32708 APPLICANT: MILLER CONSTRUCTION SERVICES 8241 VIA BONITA STREET SANFORD, FLORIDA 32771 PHONE: 407-792-3955 EMAIL: millercronswc(ionQo c0.—M CIVIL ENGINEER: AMERICAN CIVIL ENGINEERING CO_ THOMAS H. SKELTON, PE 207 N. MOSS ROAD. SUITE 211 WINTER SPRINGS, FLORIDA 32708 PHONE: 407 327-7700 EMAIL: tomskelton@bellsooth net LAND SURVEYOR: IRELAND 8 ASSOCIATES SURVEYING PATRICK K. IRELAND, P.S.M. #6637 1301 S. INTERNATIONAL PKWY. STE 2001 LAKE MARY, FL 32746 PHONE: 407-679-3366 BUILDING SETBACKS LOCATION REQUIRED PROVIDED NORTH ELLIOT AVE (FRONT) 25 FEET SOUTH PROPERTY LINE (SIDE) 10 FEET WEST PROPERTY LINE (REAR) 20 FEET NORTH PROPERTY ONES (SIDE) 10 FEET MUM C 1 9w.. Truss Fabricator: Job Identification: Truss Count: Model Code: Truss Criteria: Engineering Software: Structural Engineer of Record: Address: Minimum Design Loads: RECORD COPY This document has been electronically { signed using a Digital Signature. Printed copies without an orfginal signature be verified using the original electronic I11version. I { Alpine, an ITW Company,,.+""*" 2400 Lake Orange Drive Suite ISO Orlando FL 32837 r. Florida Engineering Certificate of Authorization Number 0 27 •' {,' •+ /.. Florida Certificate of Product Approval # FL1999 t F_NIS Page I of 1 Document ID: 1 VUX408-Z 16 L 7 L 12659 No.70861 Accu-Span Truss Conpany " 13733-/SOKOLOWSKI RESIDENCE -hiller Construction, L C -1 416 r T - (13733-/SOKU 33 Florida Building Code 5th Edition (2014) _"--'4R '00 TP I -2007 (STD)y Alpine Softwaare,llersion 15.01. ` ,ssl0NA The identity of the structural FOR did not exist as of the seal date per section 61G15-31.003(5a) of the FAC Roof - 37.0 PSF @ 1.25 Duration Floor - N/A Wind - 140 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date show on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: 14015EC1-GBLLETIN-BRCLBSUB-DEFLCAMB- Ref Description Drawin # Date 1 74185-401 16291149 10/17/16 2 74186-402 16291150 10/17/16 1 3 74187-403 16291179 10/17/16 4 74188--AO4 16291168 10/17/16 5 74189--AO5 16291169 10/17/16 6 74190-406 16291170 10/17/16 7 74191-407 16291171 10/17/16 8 74192-408 16291172 10/17/16 9 74193-409 16291173 10/17/16 10 74194-410 16291174 10/17/16 11 74195--A11 16291157 10/17/16 12 74196-412 16291158 10/17/16 13 74197-413 16291159 10/17/16 14 74198-414 16291160 10/17/16 15 74199-401 16291161 10/17/16 16 74200-401 16291162 10/17/16 17 74201--CO2 16291151 10/17/16 18 74202--CO3 16291152 10/17/16 19 74203--CO4 16291153 10/17/16 20 74204--005 16291154 10/17/16 21 74205-401 16291155 10/17/16 22 74206--DO2 16291156 10/17/16 23 74207--FT01 16291180 10/17/16 24 74208--FT02 16291181 10/17/16 25 74209--FT03 16291175 10/17/16 26 74210--FT04 16291176 10/17/16 27 74211--FT05 16291177 10/17/16 28 74212--FT06 16291178 10/17/16 29 74213--P01 16291163 10/17/16 30 74214--PO2 16291164 10/17/16 31 74215-403 16291165 10/17/16 32 74216-404 16291166 10/17/16 33 74217--P05 16291167 10/17/16 10/ 17/2016 William H. Krick Truss Design Engineer- 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 OLD/ NG SANFORD 4, Opfa RTM 1b- tyo8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 3733-/SOKOLOWSK I RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - A01) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non -concurrent live load. L:::::2-0-0 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 23-4-0 Over Continuous Support R=84 PLF U=27 PLF W=23-4-0 RL=10 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 WARNINGIISH •• READ ANO FOLLOW ALL NOTES ON THIS DRAWINGIIMPORTANT•' FURNTHIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tr u ssys rvgtluiro c vmc arc a ricaCing, M1antlling, snipping, n [vl inge antl b Ing. Rorar to antl= PrOCSIc(Buil_R oomponvne 6a Tety Information, bysTPI la WTCA)rT e[y prat[ .& operforming't vsc runceions. Installers sa II provitle tompor ary bracing per On SI. oUnlvss no[vo 0 cop c mall nave properly a co strut[ ral sM1 ing antl bottom c ortl s all M1evv a properly a r ig itlnc ling. nLocacions s own rnpormanvntu l ace ra o webs s ave bracing Installetl pe acei seeD D) or 0100. as appl`c b o. Apply placesvcove M1' 60A-Z cru aantlbpositofn as seVweCabove QneJointDetails. unless nocea ocnerw,sv. Re rot [o drawings T160A-Z I., place positions. IAii spinetl v f ITW 6ui ltling Components Group Inc. s all noC be responsible ing, any'T C v russ In con Po rmancv wICM1M1AN61/1PI 1, or for M1a neling, snipping, ANIT'WCOMPA NY d seallaeion &ablating nr erns....[ Ansasl on thls ersWing or e r psg* Ilatlnp rasponsl blll[y thbs auCrsWlnpuoceptsnes of prel ntlsvluly Tor [hveolgTHhlgey2400LakeOrangeOr, Suite 150—pbnbimy tenssil r pulnrNe rIBulltl Ing Dosrgner par ANSI/TPI 1 Sec. 2. Orlando, FL 32337 Far m m genera s Job's l n s page aese , FL COA 90278 ALPINE: www.alpincilcw.com c TPl s www cpins[.org; WTCA: www.sbclnouscycom: ICC Swww.lecsa re.vrg rsa : 1 1 l`•l 2-0-0j H. y/ 6- 4TY:1 FL/-/5/-/-/R/- TC LL 20.0 PSF 08 1 - TC DL 7.0 PSF O _ BC DL 10.0 PSF BC LL 0. 0 PSF TOT. LD. 37. 0 PSF M,,s"" DUR. FAC. 1.25 SPACING 24. 011 6-1-114 6-7d14 Scale=.25"/Ft. REF R408-- 74185 DATE 10/ 17/16 ORW HCUSR408 16291149 HC- ENG SSB/WHK SEQN- 801022 FROM JB JREF- 1VUX408_Z16 41 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 3733-/SOKOLOWSK I RESIDENCE -Miller Construction., LLC -- 416 ELLIOTT SANFORD, FL - A02) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load 5X6 2X4 ill YAV kIN) III 1 6-1-114 6-1-I14 La:2-0-0 j L,:2-0-0::j EE 23-4-0 Over 2 Supports R=987 U=281 W=7.625rr R=984 U=339 W=7.625rr RL=227 puurtruuinrnryr Design Crit: FBC2014Res/TPI-2007(STD) k PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 p',•aa., IQTY:13 FL/-/5/-/-/R/- Scale=.2511/Ft. 1 ILI II AN ITWCOMPANY 2400 Lake Orange Dr., Suite Ii0 WARN INGI •• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI }7i I NPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses mm arc in ..... caring, Fondling, sM1 ipping, n Cal Ing and b ing. Re Ter Co and$TollY`BCSI`(BniltlingbCamponan[ Sa1.[y 11T.ma[lan. I;ysTP1'a tl WTCA,ra r n[y prac[in.t prionperformingrceseTunc[ions. Ins[allers sh II provide Cemporary b ing per BCSI. To Unless no d och mw c properlo a[[aoM1ed sc ruccu ral sM1 ing and bore all ha a in—p—ly arigidhcnoiling'lhLocations = wn Tor pnrmannnt latara aint aT w — bracing in allad`p BCS c[lons 83a DT or B^Onss snaopPlicoableW1Cepply placco'tl raw M1a; ec^ Oer Por s[antlaposition as seVwna tab^ va 'd o a point D[ail<. , 1 [ d CM1a Rc rcr t a gz 160A-2 rd pla[a po,i[lans. CAlpine, v T ITW Build ing Components Group Inc. s esponsib ony tl rorr% I ng, any T :lure co b iltl the cross in conformance wichFAN51/TPlbl. ror Tor hantllong, shlpping,o a i la[ian Aab—mg.T"[r„sana. r An •e•I on thl• dr•wing or cover Wp• II•e lnp Chl• dr..ing, Intl lc•t•. •eapt•ne• of proT•sslon•I Mgln••ring capon, l bl llty ,alas, rar tha daal gn ahwn, Tha :pl t.blI lty .nd g•• of Yl,l• drawing r...ny •trpttl.r. I, th rosponalblll[y ar v,a Bal leing DaalRri— par MSI/TPI 1 S.t.z. D N 0 708 1 x Z g AT O 6 • G StsJ A,L fCN „ q/r t l lh TC ILL TIC DL BC DL BC ILL TOT. LID. 20. 0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 74186 DATE 1 0/1 7 / 1 6 DRW RCUSR408 16291150 HC-ENG SSB/WHK SEQN- 800731 DUR . FAC . 1.25 FROM J B SPAC I NG 24. 0 " J REF - 1 VUX408_Z 1 6Orlando, FL 32837 FI, cnA 90 278 Tor morn nrorma ion abis3's gnnnral n a papa a C —1, ALPINE: www. alpinoi'[w.aom TPi swww [pinsC.org; WTCA: wvw. sbcinouscry tom, I6C S www. i ccsa To. org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 13733-/SOKOLOWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - A031 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :B1 2x4 SP #1 Dense: Webs 2x4 SP #3 :W4 2x4 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. L:::2-0-D 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X6 III MI W 2-0-0:j rl 19-3-12 4-0-4 23-4-0 Over 2 Supports R=820 U=228 W=7.625" R=268 PLF U=67 PLF W=4-3-10 RL=219 µlttltttlltHryr„t,r Design Crit: FBC2014Res/TPI-2007(STD) k PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 p'N;weH. TY:1 FL/-/5/-/-/R/- WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWING . IMPORTANT" TC LL 20.0 PSFFURNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS. C T r,ls[es eme arc in fa ricac' antlling, snipping, n Cal ingtl and b acing. Refer to ands oilrrequere "'frBC 51`(Duiltl 9a bysTPllan rfor r 0 708 1 z TC DL 7.0 PSFingbComponeneTe [y Information, WTCA) sa raty PrattitcJ' pri ide eemPntary b In9 PoroPerforlsnglII, functc nown[f—h— --t ra nless noted h h cop chord na h e properly a c h d u h ing a e bott Il n a A iav1bracBCSapro3er'y riT.gid cci ing. Locations r parmanent I ai of w ing , tlVpticscravnCaesapplicabla. b11— s al ldn BC DL 1 0.0 PSF O IIFFI\\1jjI ch cion- 810, a. A position a ounlessno [ed oche rw isePPlli PlaCeol daraw nacJointDetails. Refer ings 160A-Z T tl place posestantlargtoons. s A O a`. ; a d v lH6OA- Z Alpine. P ITW Builtling ComponenCs Group Inc. f tleviaCion frol F BC LL 0.0 PSF ll V aors usponsible any tl raCi1g, any'f a arc c cnc truss in conformance withhANSI/TPIb1. ro r ror nantll ng, snipping. rs 4O^ w ' AN ITW COMPANY i s a aeion babracing ore eras ses s s.s F ssmu TOT. LD . 3 7.0 PSF Ansesl on this drswing or toyer pep, listing this Urswing, Indlustss s ptsnps or prefssslend snglnssr"a s/ ` OUR. FAC . 1 2 5raaPenslbllltYsalmlyfurthbdoslgnshown. Thu Ault— lity end use mT this dr..ing ror :hy .trot are la h rosponsi bl my or Hla Bullet ng Designer ANSI/TPI 1 Sec.2. e" tifr/r rMWtI1WtN 2400 Lake Orange Dr.. Suite I50 par SPAC I NG 24.011 Orlaado,FL 32837 FL COA 9027R For smorenformaion _ Job's general-1-1 esepageantlthweb sites: ALPINE: www.alpincicw.cam x TPl swww [pin 1—g: -A: wvw.sb intlu y.com: ICC: www.ltcsafc.org 6- 1 14 6- 7-14 Scale=. 25"/Ft. REF R408-- 74187 DATE 10/17/16 D RW HCUSR408 16291179 HC- ENG SSB/WHK SEQN- 803565 FROM JB JREF- 1VUX408_Z16 THIS DWG PREPARED FROM COMPIITFR INPIIT flnAnS A nIMFNSInNQI CIIRMITTFn RV TRIICC UFO 13/33-/SUKULUW5KI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - A04) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense :62 2x4 SP #2 Dense: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead I.oad is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. LEG DOWN DESIGNED FOR VERTICAL LOADS ONLY 1 5-8-114 3X6(A1) _ 2X4 III IE 2-0-0-J L< 2-0-0-J E 19-7-4 Over 2 Supports I R=844 U=241 W=7.625" R=854 U=217 W=6.625" RL=194 Design Crit: FBC2014Res/TPI-2007(STD) NSIHNtItrNf7rryrr PLT TYP. Wave FT/RT=O%(O%)/O(0) 15QTY:4 FL/-/5/-/-/R/- WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI i `" IWPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TIC LL 20.0 PSF Trusses require a eme arc n a ricacing. M1antlling, snipping, n cal ing antl bracing. Refer to anOZ oilfrBCSlc(euilaingbComponene safe<y Information, bysTPI — WnCA> f O 708 1 d TIC DL 7.0 PS FrzbtyPratti- PriooperPorming'c ese functions. Installers sM1 II ProvId, temporary b ing per 8CS1. oDnless notetl o n w cop cnortl snail nave properlyo a st ru<cu ral sF ing a tl boct all nave a pioper'y a rigitl ceiling. nLnoa<inns s wn npermanent lacers ai t of w ave bracing n. a tl pe 8CSall rasing, ccenerwisePPlY ltlraw GII BC DIL 10.0 PS F 1OI I —Ietl n ace or or seantlnPosition as snown a ^ 8D. BJlsr BunGiesssnotetl 16OA-ZeusPlateo a tl place posi<ions.b vecJo c Occ RnfercAlpine, C AT O . 7 /'1 • BC LL 0.0 PS FatlvPITWBuilI-, Components Group Inc. s all not c espons ib aviaei Pro% ng, anyif Slu c eo b iltl [M10 enlss in eonformonec wien"AN51/TPIbi, Pnr FnntllongansM1tlipping,o D,va, AN ITW COMPANY or seal la<ion Babrncing oPperussbs I TOT LD 37.0 PS F A^WWWI on CAI• eraring or coy.r p.pW Ilat lap NIW tlrning, InOle.cr. WeupcWne. or proT.0 lonWl .npinwrinp rospone lbil icy wloly for cne tloalgn sbean. TAo—1C.bllicy end uar of Cnla Eraring for 1, cb NG` af'" r* f} NA,, DUR . FAC . 1 2 52400LakeOrangeDr., Suite 150 ny stricture ra:po^.Ibl ity of v,e R„Iltling Dasignrr per U61/TPI 1 Sec.2. t I/ tNiM1Wt TW.1 Orlando.FL 32837 Focis job's geral s page c w ALPINE y SPACING 2 4 0 " FLCOA90278TPIsWCweICC5-2- 111 ca 7 1 1 C•l Scale=.3125"/ Ft. REF R408-- 74188 DATE 10/ 17/16 D RW HCUSR408 16291168 HC-ENG SSB/WHK SEQN- 803562 FROM JB JREF- 1VUX408_ Z16 10/ 17/ 2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 13733-/SOKOLOWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - A05) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T3 2x6 SP #2: Bot chord 2x4 SP #1 Dense :62 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Laterally brace chord above/below filler at 24" OC (or as designed) including a lateral brace on chord directly above/ below both ends of filler (if no rigid diaphragm exists at that point) 5-2-14 L<2-0-0IJ PLT TYP. Wave AN ITW COMPANY 2400 Lake Orange Or., Suite 150 Orlando, FL 32937 FI, COA NO 279 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC Ca 24" OC. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 2X4 III 19-8-0 ,I 20-8-0 Over 2 Supports R=886 U=260 W=7.625" RL=174/-38 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15 WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 0IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses re..... btallPa ...... arcceindinricacg, h—d —g, sM1 ippmg, ns-gd .nd ing. Reror eo =f f Btsl(Uui.gbin o G...— Sa Pecy Information, byTPleIITCA)rf ety prae<acq! Doper Po rming1 c osePunccions. I......... sM1 11 provide camporory b ing per BCS1, oUnlass noted o<M1dFw op cM1ortl sM1a1 .M1M1avc proper. yac cached strut to ral sM1 ing a d botc s a.. M1... a P.....ii a M iq id ceiling. Locations s o wn for permanent latern s ai c of w s a h—b bracing In . tlp l s 03. BT or 111D, as appllcab.c. Apply platdslc ac P M1 e of andposition asshownV M10 tJ o inc Details, unlessnocetlocM1erwisc. Refer to drawings 160A-Z for standard place poslti-1, I wia ef .ion oY Iulding Copens Group Inc. M1l. — bo.eopof....acd. a, ny hdioviatlon foAnnyv ltM1ANI/TPltrorhlnPngsTWBppng, inscallacion Sabracing oP trusses. 1 .a.l on2n1• tlr.wing or cover p.g. 11-1.g -1. Er.—g, I.—Int.. . apC. or prof..s1bn.l . gI—li ro.pon.Ib n ley solely ror ch. do.Ign .bo.n. Tno svI—I ley .na — .r UI. Er..Ing ror .ny .erueenr. I. responsibil ley or cno Bu11e g Designer per ANSI/TPI 1 Sec.2. For m rm n s job's page a c ALPINE'. www.o.p lnc i1cw c aciTPI s Csgeneral —1— pst.org: .TEA: www. can u_ ycam hbb wS I CC www. .erg H, 08 1 0 R=744 U=168 W=3.5" 1FL/-/5/-/-/R/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.6 PSF DUR. FAC. 1.25 SPACING 24. 011 Scale=.3125"/Ft REF R408-- 74189 DATE 10/17/ 16 D RW HCUSR408 16291169 HC-ENG SSB/WHK SEQN- 803559 FROM JB JREF- 1VUX408_Zl6 10/ 17/2016 THIS DWG PREPARFD FROM COMPIITFR INPIIT (IOADS A nimi,NSInNSI SIIRMITTFI) RY TRINS MFR 13/33-/SUKULUWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - A06) Value Set: 13B (Effective 6/1/2013) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not locatedWebs2x4SP #3 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member J) Hanger Support Required, by others design. a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 15.00 ft. factor for dead load is 1.50. from roof edge. 2-0-0-J 19-8-0 2X4 III I(6 0-11-0 10-5-10 III 8-0-0 EE 20-4-14 Over 2 Supports R=886 U=253 W=7.625" R=742 U=172 RL=181 H=H1 µ1i1111HIN1hlhh/9 Design Cr i t : FBC2014Res/TP I -2007 (STD) .•• H; PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 ,•• ` / TY: 1 FL/-/5/-/-/R/- WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 20.0 PSFIMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ing. Rarer Co an foll r U 708 1Trussesregtluiracemearcinfaricating. M1antllinq, sM1ipping, n cal ingw antl ........ f rBCSlc(BuiltlingbComponenc Sa rc ey Information, bysTPllen WTCA7 rf rc ey TC DL 7.0 PSFrsapraetieLipri ooper To rming'c exc functions. Inseallers sh II prow... temporary bra ing per BCSI. ollnless notce otndlwise cop cM1ortl shall M1a ve properly et —h- s[rucw ral sM1 ing a a o{Ccomcc all have a pros`r'y ar;gitl ceiling. Locations s awn for permanent laccra ai w ovc bracing in a etl p "G : _' 63. BT , G^G.sssnopplicoa bcrw BC DL 1 0.0 PSF 1O Fc[ions or isePply placosltlraw M1 co oP or seantlaposieion as shown above • :• g c Jo m[ Deeails Ic cca cn Rcrcr eo Hngsr160A-Zebr rtl pla[a paaitlana.`, Alpine, BC LL 0.0 PSF a tliv slon ITW Du ng Componenes Group Incc hall noC a esponsible for any tlevleC' n fro c ` Canyfilureco 'III tl eno trass in tonrormanta witr, AN61/TPibt.ror for M1antlling, shipping.oaANITWCOMPANYscallacionAabrac;ng orcru.scc •,,. m" TOT. LID. 37 .0 PSF Anneal on [nl• 11rar lnp or coyar papa Ilailnp NI• tlrarinR, Intllcacas acapunea eT proraaal onalW lnaarinp N / y DU R . FAC . 1 2 5responslbllltyaololy (or Cne tloslGn anon,. TM1e sul teblll[y end use oT Llle ererinR Tor eny e[r ure Ia Ch/Q AL , I P roapona1 bi l ley or the Bal lnl ng Don 11,— MIS I/ 1 1 Sec. 2. 2400 Lake Orange Or., Suite 150 per SPACING 24.0" Orlando,FL 32837 For more n snformoion ;s job's page antl c wenensgeneralCSwww. FLCOA90278wwwALPINE: .alPinci'cw.<am TPIS tpit.org: WTCA: .s industry < ICC Scale=. 312511/Ft. REF R408-- 74190 DATE 10/17/16 D RW HCUSR408 16291170 HC- ENG SSB/WHK SEQN- 803556 FROM JB JREF- 1VUX408_Z16 10/ 17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 3733-/SOKOLOWSK I RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - A07) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 2X4 III 3X6 2X4 III a) 5X6 a 3 10-5-10 1-5 0 2X4 III 1.5 3X4 = 5X6 EEE 5X6 = 8-0-0 3X6(A1) L!c 2-0-0:J I, 19-8-0 E 20-4-14 Over 2 Supports R=888 U=253 W=7.625" RL=181 ipi1Tf11 nl Rydrrrl r Design Cr i t : FBC2014Res/TP I -2007 (STD) ," b"M H PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 •• WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI T `• IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require c croM1gcc Citlhcndi n. gDT oLor, c aDc10riBeo, mnssas1cs aorcwn rpr. aan engs lacendra lnCo sapfaince of [ [ag nave b bracingng. Rsienhsowcenr talebdoav p jod l i 08 O1 e( ultlgmpont Socy Iomtio, byTPlnWTCA) f rsaty p... -,X prl opomnge e nolls M1 II proide emry bng per DCSI. Ui, ooo&e .lille properly a hes[rcul sng nbotoc a prpelI*BCS PP'__ pplc eApply p<eM1 ndhpos[lois03 J.nOcillo1M1crw Rer eo tlwings 160A-2 fstlrtl plae potionS AlpQ ^ 811 Q, vis fITW Buildng Componen s Group Inc. s all not c espo..I a for any deviation f 1 [ • • . • (L i d wing, an^' fa irate to f [ruses. ire ss in conformance withM1AN51/TPIbI. Tor for handling• shipping. `J •••• v_i AN ITW COMPANY seal la[io b ing o ul •• .D' Ansel on Chl. dr.wlnM or oov.r P.g. . Tho . 1-1 Ity .nd u.o or this dr—II Tor .ny .tr urd I. CI1 2400 Lake Orange Dr., Suite 150 responsibility or th. Building Desig..r por ANSI/TPI 1 Sec.2. 'f#b)1;-0pL1,! Orlando. FL 32937 F. r m r Job's general n s page . se web a FL COA 90178 ALPINE: www.alpino i'[w.comat TPl cwww ['pinsc.org: WTCA: www. c,n u.[ry tom: ICC: www. ccsefe.org 0-I8- 14 I R=743 U=172 H=H1 1 FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24. 0" Scale=.3125"/Ft REF R408-- 74191 DATE 10/17/ 16 D RW HCUSR408 16291171 HC-ENG SSB/WHK SEQN- 803553 FROM JB JREF- 1VUX408_Z16 10/ 17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 3733-/SOKOLOWSK I RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - A08) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purl ins to brace all flat TIC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5-2-14 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 2X4 III 3X4 L-2-0-0 q 1— 19-8-0 R=898 U=255 W=7.625" RL=182 20-8-0 Over 2 Supports Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%D(O%)/O(0) 154 WARNING]** READ AND FOLLOW ALL NOTES ON THIS DRAWING) 3IWPORiANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses ... arc n a ricac' angling, snipping, n eal ... ... b ing. Refer <o en fo1r_ freCS lc Pa. I , Compo Sa ecy In bysTPI WTCA)r bty pra r proePe......ng,t un Ilns tal lu 1 pro. itlefccmpo rary b ingaper BCSI.faUnless n otl¢rwis cop cM1ore snallnI,— Properly a catM1ed structural sM1 ing a d bocc me —d s ell M1Av- a Pros`rclyrigitlceiling. Locations M1owncfor permanent laiora arcs ai < of webses a nave bracing in a c a T. M1ccions B3. BT or BnOesssnocetl etbe'. _. Ply p..1.,t. 1. draw n 16n oT or scantleposl<ion as sM1own abova n^ c c Joint Docails. M1 Refer c ingsf 160A-2 fr tl re place positions. '''"iiiiiiiiiiii Alpine, a tliv lion of ITW B. ing Componpnes Group Inc. snail oc o esponsible for any deviatio r4 S ing, any r iluro i Itl ibe truss in conformance wicM1 AN lbl, ror for M1andling, _hIpping, T AN ITW COMPANY d s<al laeibn Aabrae ing or ere ssas Anesel on chic drew lop Top gv r pepe Iletlnp tole dreerl nW. Indleecee eeeepunce of DrpTeeslbnelrnot., Oulneer sresponslblllcysol ,drew,.:, r Cno goal Rn anoen. The ..1-1 —y end use of cols d—InW Torn, etre I 2400 Lake Orange Dr., Suite 150 reap —bl n<y oT cne B.—lbg =' Ober per ANSI/TPI 1 Sec.2. Orlaudo,FL 32837 For m n m <ni, Job .4 general n s page and t . FL COA 90178 ALPINE: www.alpi,nc ilcw.com eiTPI s www. tp—t-1g; WTCA: www. sbeinduscry...:: ICC Swww.iccsafc.org R=753 U=172 W=3.5" 1 FL/-/5/-/-/R/ TIC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.3125"/Ft. REF R408-- 74192 DATE 10/17/16 DRW HCUSR408 16291172 HC-ENG SSB/WHK SEQN- 803578 FROM JB JREF- 1VUX408_Zl6 10/17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1,13/3a-i JUNULIJw3r,I Krz,IUtivLt -[VIl l ter I-onstruction, LLG -- 41b ELL IUII SANFUKU, FL - AU`J) Value Set: 13B (Effective 6/1/2013) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Webs 2x4 SP #3 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC @ 24" Right end vertical not exposed to wind pressure. OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5-2-114 3X6(A1) _ LEc2-0-0 R=898 U=255 W=7.625" RL=182 20-8-0 Over 2 Supports Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 154 WARNI NGI'• READ MID FOLLOW ALL NOTES ON THIS DRAW NGI IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tr,-,-,:-",, egeuire c omc arc in Tn ricating. Handling, snipping, n_tal Inge antl b ins. Rerer co i rr UN lc mu iltl i ng COmpo _ Sa Poey Inrormaei on, bysTPlla WTCA)rT oey pra q rpr inglc Ins cal le I provltle tempo ra ry b Inq per oC51. oUnless n oclgSrwis toppcM1ordm snarl M1avc rpr eperl ye actacnotl scr uccural sh ing a tl bo[[ ortl sM1all have a pioSTraly a 1, r lg itl ceiling. Locations sM1 wn ror pormanenC latera arcs aloe of w c_ 1I nave bracing n a etl Bc a M1c11 D3. B] or B^O,sss no olioabcrwisePply platcoltlraw 1. M1aiae^ocr Por seantlaposlelon as shown ab.- 1. eine Ontails Ie c d cn Refer [ angs 160A-Z tr a rtl place positi on s. b. ld tAlp ne, a e sion or ITW Building Components Group Inc. s e esponsible r any deviael rr6y AN ITW CO MPANY a .......... naf ilure c r crus ses cross in con rormanco wichM1AN51/TPlbt.ror for M1enelol ng, sM1ipping.o Bab racing o _ A •ol o cola Crolnv o .r pIv 11•eing "1. tlnwing• 1.411. 1, • dpdnel or pror• .1-1 •nWln••rin ro.Pon•lnlllcy •o oly r rcnoao•l gn •no.m. T1lo Iole•ellley Ina use or ebl• ar•.lnv ror .wy ser..ee.,rl i• e 2400 Lake 0range Dr., Suite 150 rasponsibi trey orl— vul leing Designer I MS1/TPI 1 Soe.2. Orlando, FL 32837 Fer I a g mnrm.s Jeb.eneral n s page a FL COA 40178 ALPINE: ww—pinci'cw.c TPI s c'fCpinst.org; III: www.s tin ay tom: wCC G,vaw. sa re.org H. Q 3 s 081 •• 2X4(**) III 3X4 = 2X4 III iCeE R=753 U= 172 W=3.5" 1 FL/-/5/-/-/ R/ 2-5-0 10-5-10 TC LL 20. 0 PSF TC DL 7. 0 PSF BC DL 10. 0 PSF BC LL 0. 0 PSF TOT.LD. 37. 0 PSF DUR.FAC. 1. 25 SPACING 24.0" Scale=.3125"/Ft. REF R408-- 74193 DATE 10/17/ 16 D RW HCUSR408 16291173 HC-ENG SSB/ WHK SEQN- 803575 FROM JB JREF- 1VUX408_Z16 10/17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 13/33-/SUKULUWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - A10) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non -concurrent live load. OC. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. from roof edge. 5-2-114 3X6(A1) L-EE:: 2-0-0IJ R=895 U=264 W=7.625" RL=199 20-8-0 Over 2 Supports Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 154 WAR NINGI"• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses regtluire c eme arc a ricacing, n filing, sM1 Epping, n cal ingg a b ing. Refer to offprefrBCSle(BuiltlingbCbmponenc Safocy Infor maei on, bysTPllan NTCA)rI r sa rbiy praeti temPor ory bracing Per pb y oi15AoPearfortsngllhavfuncctonownInstcllserueeracecopcM1orUM1auproperlyatluhIngantlhbiComcbrtlsallhaproperly oV{ parcraviticrig`U cci Ing. Loc actions h rM1cormanont I avcSCSl bracnlessainCfwebfallhingi 4 V c Jbint Oc tails I ccU Refer i angs 160A-Z fors rtl place possM1own anionsB3. B] or BnOesssnoppl 't.both.,....PP1Y Placcoltlraw h rIGOA-Z u cantlaposition a_ tlbns' bnAlpine, d v f IT But lUing Components Group Inc. shall n c esponsiblc f any tloviae' r S ng, f 4 AN ITW COMPANY any _ to b lU M10 truss in conformance with ANSI/TPIb1, or for hbntllong, snipping. a star tattoo &bracing or trusses. NAn..a on Chl. ar— g or eov.f p.g. II.CInO "Is Erving. inala.e...-pe.ne. of pror...len.l WIn«floerb.pon.Ibl ncy .blbly ror coo Eb lgn mown. Thb —1-1 my .na L.. br cm. er..ing ror .ny . ur. Is 2400 Lake Orange Dr., Suite 150 re.pb".lei my br inb Bunning Ob.ignbr pef MSI/TPI 1 Sec.2. Orlando, FL 32837 For m a m s jbb's general n s pagb a In — FL COA 90278 ALPINE: www.alpl cifiw.com CTPI swww [Ipinsi.brg: NTCA: www. sbclntlus[ y tom. ICC fwww.lccsa rb.org H. 08 1 r. t 2X4 III 4X4 2-9 0 10-5-10 1-0-0 R=751 U=248 W=3.5" 1 FL/-/5/-/-/R/- TC ILL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LID. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.3125"/Ft. REF R408-- 74194 DATE 10/17/16 D RW HCUSR408 16291174 HC-ENG SSB/WHK SEQN- 803581 FROM JB JREF- 1VUX408_Z16 10/17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR lJ/JJ-/SUKULUWSKI REbIUtNCt -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - A11) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set '136" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5-5-114 L- 2-0-0IJ R=898 U=262 W=7.625" RL=207 20-8-0 Over 2 Supports Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAW ING1 IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ?+ Trusses require c emc arc in fabricating. M1antlling, shipping, ins 11-g antl brng. iReTer Co n, fol c frBCSlt( Builtl ing Component Say InformaCion, by TPI antl WTCA)T r sa TPty prat Coif pr fet sacry bracing Per OC notetl "s ti onowntfostcllscruopPcrPor; in911M1aCuocortlsctrate ravitles[emporo properly a t <M1 a u h nChing antl boCcom cho rtl shall h a properly < avelbracnless roigitlhceiing. Loc ns M1 r pormane ne re trai c of w shall M1 ing installetlC L V 1 M1ctionsB3a BJ or B^ocsssnopp l,oa bcrw isePpl y placoslto cibh TISOA-Z cor stantlaposition as shown abov tl a Joint Oe tails ccO tM1 Re r.. co Erawings 160A-2 T rtl place positions. Alpine, IIILI 1AN ITW COMPANY r iv lion of ITN puil ing Components Group Inc. h esponsible for any deviation ffdm t ing, any P ilure to build — truss - conformance wi Ch ANSI/TPlbl, ror 1., bo tlling, sM1 ipP mn, d seallaeionAabraningortrusses. j4,,y Anesel on this dreelnp or cover pope Iletl np Nls l]reWlnM, Inlfleetes eeaptenu oT ProTeeel enel 91n lnQ rasponalellliy eol oly ror tho tlmlgn ehoen. Tno aulteell lty end use or ihle ereW119 ror eny ecr ure Ie 2400 Lake Orange Dr, State Ii0 respons ml rl ty or ene B.I I ng Dog Rner par MSI/TPI 1 See.2. Orlando.FL 32837 Far m r c lee ls J b, gonaral n s page a po. FL COA 90278ALPINE: www.alpinai'tw com,TPI Swww cpinsc.org: WTCA: www.s tin u try com; ICC Swww. .org 2X4 III 3-0- 4 10- 5-10 91— R=753 U= 250 W=3.5" 2 FL/-/5/-/-/R/ ti( No.%08 1 S AWO,-i G A' I' TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DLIR.FAC. 1.25 SPACING 24.0" Scale=. 3125"/Ft. REF R408-- 74195 DATE 10/17/16 DRW HCUSR408 16291157 HC- ENG SSB/WHK SEQN- 803231 FROM JB JREF- 1VLIX408_ Z16 10/ 17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 3733-/SOKOLOWSK I RESIDENCE -Miller Construction, LLC -- 416 FLLIOTT SANFORD. FL - Al2) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III 2-11-7 10-5-11 8-0-0 L-2-0-0:J i- 20-4-14 Over 2 Supports R=888 U=259 W=7.625" R=743 U=246 RL=205 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) mn[uurugy . IfH, ,,' PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 J¢.e ••0?'`'4 QTY:2 FL/-/5/-/-/R/- Scale=.312511/Ft. WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.0 PSF REF R408 - - 74196 Trusses require c eme arc n fabricac ing. hantlling. sb ippil,, n calling antl b Ing. Re Per [o Irrgesl`cetliitling Campanpn[ safely In.prma[ian. bysTPI antl WTCA)rr r safaty prator ari O. 708 1oUn TC DL 7.0 PSF DATE 1 0/ 1 7 / 1 6 conperform ing'c n Inscalle prow itle temporary n ng per BC51. gal 'y 'anepros121.31XnLoeacions DRW HCUSR408 16291158 op c shall bavcfproperryyo a cat ee se n« sh i.. a o c all ac t rigitlhcetli ling. wn `forbpc arcs in C BC DL 10.0 PSFrmananculaccraaicof`w eve bracing a otl as shown abov tl pplatcoltlraw " aea afcbnrM1ionsDDD111. O^D.sssnopa " HC - ENG SSB/WHK 1 Q IIILI I IIILIP—' s[antlnpacitipnpCM1crwise°p'yc`Joint Dc[ai la [ e RcPcr t ingsr160A-Z P artl pla[tl pnsi[iens. S AT O Alpine, a tl v P IT W Builtling Componen[s Group Inc. s all not c any tlev iati n P, YY_ n_ %. c P s [._ BC ILL 0.0 PSF i ng, any'f ilurc [ c cru ss in con Pormancc wI_ ANSI/TPlbr,rcosponsl qo r ror nantll n9, shlpp ing. IANITWCOMPANY s[alla<i on Bab racing oP ..... . An«.1 TOT. LD. 37 .0 PSF SEQN- 803584 pn chl..r.an r e^ . aln thl. ar.rin InEle.« .e ro.ponsl bl I It U o r Wge g ul g, e.pe.nee or pror..aona «pin«rin y .olol-y ror cho no.lg..I— . Th. s c.ol my .me o.o or ul. ara•ing ror .ny acrl.ecnr. 1. eh S NA ENA,M,r D 1. DUR. FAC. 1.25 FROM JB 2A00 Lake Orange Dr.. Suite liU respond ni l ity of [ho Bu lEing Ocslgnar per AxsI/TPI 1 Sec.2. g11f1 NIWr* SPACING 24.0" JREF- 1VUX408 Z16 Orlando, FL 32837 For mare n ian o s job's general n s page a c o weo CTPIsec'pins[.org: b =www. FLCOANO278ALPIRc: .alpine i'[w.t WTCA: wvw.In ascy ^ .erg s . ICC 10/ 17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 13733-/SOKOLOWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - A13) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SIP #2 Dense Bot chord 2x4 SIP #1 Dense Webs 2x4 SIP #3 Lumber value set '1313" uses design values approved 1/30/2013 by ALSC a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5-5-14 L- 2-0-0-J R=898 U=262 W=7.625" RL=207 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. 20-8-0 Over 2 Supports Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require c eme arc n Fabr is ac i ng, r.rdI ing, — pping, n tal r ing antl bracing. Refer c a an6FrBCSic(Buildingc Component Safety Information, bysTPl nntl —A) for safety pre 4sopChfor's temporary b i`9 Por r. functioIy Insecllscruct noce0oa` II r h raI 1-tri_hcopcnortlhacproperryoatluM1 ing a d bbet ord s II M1 a proporly J)1aveibraenlessrigLtlceiing. Loc at Ions sM1 rM1cermanent I arc ai a oP w a ing in o In¢a itccM1crwisePPIYfVr f, a. ions [i 3. 87 or Bnnesssno r I plateocaeoaw M1 ace of a st abov{anangst- . 1 M1 c Joine calls I Cetl o Rafcr c or st rd.rdsicionfrto positions. toIIILI~' Illllll\\\\VVII I' I IlW inc, d v f ITW Bu ng Compan s Gr ou^ In In. ll not c espon_ any Cev t n fl bnt lurengou o irunsinconformseewithAN51/TPlbl. or orh_oring nlppi^ dANITWCOMPANY sea^gi ac on'f meAab f cruses An seal on tbls 1-Ing or cover PeRe Ilacing this d-Ing. Indicates eotpt:nee or profeselonel enelneerl raaponalbll Icy sololy for the deal gn shown. Tho SUltablllty and Uso of thldraeing for any atruc uro la 2400 Lake Orange Dr., Sane 150 rasponsi bl l ity of the Bur rd Ing Designer or ANSI/TPI 1 Sec. 2, Orlarldo. FL 32S37 Far more nforma ion general sjob's n pag se an th- web FL CO.A 90279 ALPINE: www.alpinc il[w.com TPI sc.org: WTCA: www. c n u.[ y.com; ICieSwww.i csa c.org 2X4 III 3-0- 4 10-5- 10 8-0- 0 R=753 U=250 W=3.5" H. QCiY ' f.. QTY:2 FL/-/5/-/-/R/- Scale =.312511/Ft. Z08 1 a AT 0 a: @ f t •r•` ONALti+ aU' Mm""` IM TC LL TC DL BC DL BC LL TOT.LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 74197 DATE 10/ 17/16 DRW HCUSR408 16291159 HC-ENG SSB/WHK SEQN- 803587 DUR.FAC. 1.25 FROM JB SPACING 24. 011 JREF- 1VUX408 Z16 10/17/ 2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 13733-/SOKOLOWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - A14) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :62 2x4 SP #2 Dense: Webs 2x4 SP #3 Filler 2x4 SP #1 Dense Stack Chord SC1 2x4 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" o.c. intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" o.c. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. NOTE: THE PROJECT ENGINEER SHALL PROVIDE FOR ENDWALL STABILITY PER THE FLORIDA BUILDING CODE. THE TOP OF THE WALL BELOW THIS TRUSS SHALL BE LATERALLY BRACED AS SPECIFIED BY THE PROJECT ENGINEER. THIS TRUSS WILL NOT PROVIDE LATERAL SUPPORT OF THE ENDWALL. MEMBER.TO BE LATERALLY BRACED FOR OUT OF PLANE WIND LOADS 5X6 4X12(F6) =3X4 SC1 B2 2X4(F6) = 3X4 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Laterally brace BC at 24" OC in lieu of rigid ceiling. Laterally brace BC above filler at 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. 3 3X4 5X8 5X6 4-7-4 4X4 8-0-0 2-0-0 6cQ-O(NNL) `I' 14-4-0 I 2-7-10 6-0-0 j 6-9-13 T 7-6-3 1-1-6-9_1_ 2-5-7 _1_ 14-4-0 _I 18-0-8 18-4-0 Over Continuous Support 0 r318 R=81 PLF U=25 PLF W=18-4-0 RL=10 PLF Note: All Plates Are 2X4 Except As Shown. jDesignCrit : FBC2014Res/TP I -2007 (STD) yM'' ><,j H, PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 ,• A, QTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. GI 3 cr ' WARNIURN READ AND FOLLOW ALL NOTES ON THISINCLUDINGIMPORTANT'• FURNISH THIS ORAtING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TIC LL 20.0 PSF REF R408 - - 74198 a nr4lrweonnanNv 2400 Lake Owge DL, Suite 150 0r1a11d0, FL 32937 FL COA 9017E T rll s ces req e.. arc ;n rebr;cecing, M1......g, sh;pp;ng. ....an' b ing. Rerar eo 1 ollFrgcsl`(Gu;ltling camp°none saraey Inrormacion, bysTP an WTCA)r1 r .a— Praot$srpr o. 708 1ocp......;ng'c un Instal I_ s I prow itic cemperary b ing per BCSI, fOUnless oc..... cop a sM1ell M1 av°rpropel'iye aeea °h°tl serve[ ral sF ing a all a proper'y a r.R,d °I;ng. L°ea i°n< < wn rqr p°rmananc"laenra a; ° of`w 1 =na°° orz1ing in . eo Ali - ryccions 63. GJ or Bn°asssn°ppliceaberwisnPply plae°olCraw halalenoer ror scantl posiei°n as shown a a tl S AT ORecoil, — eM1 g°rar c n.. ,6B.. a.. i.. places posicions. - CA 1p:nc, Civ si°n °f ITW Guil ing Compinpncs Group Inc. M1 esponsiblc r any i p:n/CLr' ng, ; y r blare ° er°s in conrgrman a wien ANSI/TPlbl, or far M1antll ng, shipping, f •. •• r' 1( e- steal aei n sabra°;ng°°`:'«°-«s. to ,iAse•I on cal• Cr•ring or cover p•g. II•<1ng thl• Cr«Ing, I"d Ie•b•• • c•pAnw of p-1-1Cn•I «gln«rl ( ••..", •• r•aponal bl l ley s...ly for tn. Cosign !born. Tno --blI ITy .nC u« CT Cnls Cr.. I., for •ny aerueGure aspo"s'n'1icy of via... Cing OosIg , par ANS I/TPee I1S. 2. /q yY p a Farm m ion ° is job's general n s page a ehese w°b N"Adg1 I ry1lM 1w= ALPINE. www. °, ew.° m`TPI= ecpinse.arg: WTCA: www.s ° i, a 1y.e ; ICC S.ww.i _ .arg TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. L. D.3 7 . 0 PSF DATE 1 0/ 1 7 / 1 6 DRW Hcusaaoa 1szs11so HC - ENG SS B/WH K SEQN- 803314 OUR. FAC . 1.25 FROM J B SPACING 24. 0" JREF- 1VUX408 Z16 10/17/ 2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 13/33-/SUKUL(JWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - B01) Value Set: 13B (Effective 6/1/2013) (++) - This plate works for both joints covered. Top chord 2x4 SP #2 Dense 140 mph wind, 16.35 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense: within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, Webs 2x4 SP #3 :W12 2x4 SP #2 Dense: wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber value set '136" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member Max JT VERT DEFL: LL: 0.60" DL: 0.76". See detail DEFLCAMB1014 for design. camber recommendations. Provide for adequate drainage of roof. (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.60" due to live load and 0.76" due to dead load at X = 11-4-10. Truss must be installed as shown with top chord up. MWFRS loads based on trusses located at least 8.18 ft. from roof edge. 2X4 III 5X6 R=816 U=274 H=H1 4X6 _- 3X4 5X6 - 3X4 — 0.25 3X4 3X4 - H0912(++) 22-4-14 Over 2 Supports Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O%D(O%)/O(0) 15 WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ,{ IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tr s rcgtlu omc ar n ......... br a ng, n ntlling. _ iPpin^, .... ll ngtl antl b ing. Rcr r t-s o us xc. frBC51e (Builtling Componane Safety Inrorma io bTPl an aCA)rf r sa reey prat f I Dope rforming'c Ins [alters s provitlb tomporary b ing pur BCS1, oBnlcss otj crwpis cop c shall navefpropbrly a cU seruee rat sn ing a all a Properly otttttt,,,,,, r igionccl ling. Loc scions s awn rnpermanc n[ a taco ra ai t bfew avc bracing installcbooC L m uccions ea. BJ or 810, as applic b c. Apply placcsl coot n I6OA- Z _aantlnpbsic - es shown . ane Qnc Joint Details, unless no cctl otncrw sc. Refer co tlrawangs r160A-Z for scanaa rtl place positions. cAlpinc, a U f ITW Building Componcncs Group Inc. 1h, l c csponsiblc for any tluvlacion rs} A ing, any'f (lore e c cru ss in conformance wien ANSI/TPIbl. ror for naneling, snipping, t AN ITW COMPANY d scallac ion A nrao ing of crosses. A... seal on tale 1lrarinp orocovernpaps Ilatl np Ula tlraa np, In0leataa • aptan<a of proTaaslonal anpinaa r respomsla my soloy ror cae a—IR. aI—. Tao sulceb n.cy ens usb or cal: area nR ror aby acrppcpre la 2400 Lake Orange Dr. Suite 150 respons1 bi l icy or Ue Bui leing Daslgn 1 per ANSI/TPI 1 Sec. 2. Orlando.FL 32837 For m nrm s b's goneral n s Pago a web s FL COA#0178 ALPINE: www, alpinci'ew.e a[TPI Swww c'pinse.org; WTCA: www, sbeintlusery tom: ICC -safc.org 4X4 - W12 4X10 = 4X12 o. T08 1 S AT O SiQNAL eN „ 0-10-7 15-3-0 2X4 R=811 U=273 W=7.625" 3.5" Effective Contact) 3 FL/-/5/-/-/R/ TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.312511/Ft REF R408-- 74199 DATE 10/17/16 DRW HCUSR408 16291161 HC-ENG SSB/WHK SEQN- 803443 FROM JB JREF- 1VUX408_Z16 10/17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I 3733-/SOKOLOWSK I RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - C01) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.756' Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.935' Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load 3X6 4X4 3X4 3 2X4 = 3X4 3X6 = 2X4 - (a) 3 4-0-4 3X6(E3) III 3X4 0-7-12 0-7-12 1.5 5X6 - 1 u T 5 3X8 = T e-0-0 4X8 = 2X4 III3X4(E3) 5X6(E1) Lcz::2-0-0_j 13-6-0 13-6-0 8-2-0 7-6-6 11-3-10 27-0-0 Over 2 Supports R=1002 MOO W=7.625" R=1125 U=352 W=7.625" RL=46/-63 gllit Ii 1 tlpNlf 1(Ih/'` Design Crit: FB PLT TYP. Wave T/RT=O%(0%) I/ O(0) 7(STD) 15 QTY:3 Scale=.25"/Ft. IYPoRTANT *WARN••• NRNIISH THIS f/RAWINANDG TO All CONTRACTES TORS INCLUDING THE INSTALLERS. F L/-/5/-/-/R/- TIC LL 20.0 PSF REF R408-- 74200 Trusses r.gu i.. .......arc n Pabricacing. M1andling, snipping, n calling antl bracing. Refer co dl rrBCSlcI— ltling Component Sar.ty In For mat ion, bysTPl antl WTCA, P.r ..ar.ty pra.ts srPr 70g 1 TIC DL 7.0 PSF DATE 1 0/ 1 7 / 1 6 4, _ ep.r fo rm ing'.. Instal lc .mporary b ing per SCSI. Unless n ocyTle rwis rL1relPSF DRW HcusRaos 1szs11sz L m oper„ y a tl sc uce ng a all a propircy a``yy=atl _ r'gidngl'M1 l. ocatpions s own rnp...anon ca lae.ra ai tor`..SM1avc bracing ctl an CZQ M1ccionsBBaa lEoaM1a Position as tl w or Bn°.s..gno "g5 BC DL 10.0 PSF HC - ENG SSB/WH K I ocn. rw isPp'ypla[.o n`P`r ` evi atab^ v la6OAcr Cru iantl o'"` °"`ai'z "tl 'e°A-z r"r`s a"oar° P'a`e p"s' Q. O • A1p, nc. a iv s P ITW Building `7 ..ncs Group Inc. sM1 ...Pons1... ror any d r. }• i(-V` BC LL 0 .0 PSF AN ITW COMPANY fit ing. anyriiurcccvussinconrormanccwicnANSI/TPlb1.ro, for bandllmg• shIpping,o .: / . ;`/ i' seal Iac Io Aab r acing or era.....s. l Anw•1 thl• Ur•r lnp •'...,, Ss! TOT . LD . 3 7 . 0 PSF S EQN - 803 500 on or eovr p•R. 11.1,y "1, or•rin0• Indic- s .ec.pt.ne of prof..slon.l glnwrl ..••• G rosponalGlllty mloiyroriboOmlpnaM1awn. Tno sul[•Ellliy entl uae of ibis Era.InB for •ny atr ura Is [ ONAL DUR FAC 1.25 FROM J B 2400 LakeOrangeDr., Suite 150 raspo^.'bllity ar ina Ba1ltling Boalgnor par MSI/TPI , Sa .z. \ IYm""O" IW SPACING 24.0" JREF- 1VUX408 Z16 Orlando. FL32837FormornnPdrmeion .e s job's general n s page a [M1esc web ALPINE: a `. epi ey.. =Www. FL COAHO278wvw.alpine i'ew.eom Tp nse.org: WTCA: www.s ,n. IGG sar..arg 10/17/ 2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 13733-/SOKOLOWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - CO2) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.756' Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.935' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Shim all supports to solid bearing 4-0-4 0-7-12 3X6( T 3X4(E3) 15-8-6 4X4 Rya 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-7-12 A_ T _9"__ 6X6 = 4X6(E5) III QJ'-n 10-8-0 _I 13-6-0 _I 8-2-0 I- 7-6-6 I 11-3-10 E 27-0-0 Over 3 Supports R=423 U=134 W=7.625" R=1324 U=374 W=7.625" RL=35/-35 R=43 PLF U=11 PLF W=10-8-0 Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) 4r Q.i H• PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 / 4ATY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. WARN INGI " READ AND POLLow ALL NOTES ox THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.0 PSF REF R408 - - 7 4 20 1 f V1 IIILJ 1 NF c AN ITW COMPANY 2ACq Lake Orange Dr., $IIIIE IJO Orlando.FL 32837 FL COA NU 278 Tr c `qu `rUC CB. ng Compo nD $n ceyngln h _l— byjTPl' nd WTCA;r ng ecyopra `p ing'c ese Punccidns ilnscallersn1 I prow itlef[d ary b scingapnr SCSI. roUnldss notetl h e P c Isnali n acPio ccc'own nd s[rucc iatcra sn9ma m avc brat a ProPoriycnVcrigiUhccimg. hLoc hpurmanen[u ai a ai`webs` ng in=t. d`p5, ccions B3. NT or G^O,ss nooaberwisePPl ll Placeso l ddl. h P16OA-P [ru candaposicion' as shown a n tl c Join< Octai is Ic cca cn Re Pcr t ings 160A-Z toms rd place posieions. o AIP:no. a d oP ITN 6oilding Cnmpanpnts Group Int. s all n [ by rpnpnmsibin . any de iati Pramng. anyir b-i cob Itl chd cross in tonrormante wichhAN51/TPI ,, or Tor handling, shipping,osenllacion &ab racing dr'e rassns. An w.l on thl. dr.r lop or eovsr pep. Il.tlnp thl. d-1.9. Indlo.G .—Pt.— IT Prdf... lon.l Wln..r lop rdsponslblll[y .bloly (ar tho dmiRnTh. nult.blllty .nd u.. If Chle 111-9 fur .ny .tr ur. I. th rospdn bI licy of vie 11.11 ng Designer pur ANSI/TPI t Sec. 2. For more —orma ion — job's general--, page n these web s ALPINE: .aipinoicw.com LTPI swwwn ocpirg; Wwww.in.tom: TCA: yICC: .org o. 708 1 a w , t S AT O e o . .' a ` 0 •• SS/ p Ati N " 4%'M6W11MItM. TIC D L BC DL BC LL TOT. LD . 7.0 PSF 10.0 PSF 0 . 0 PSF 37 . 0 PSF DATE 1 0/ 1 7 / 1 6 DRW HCUSR408 16291151 HC - ENG SSB/WHK S EQN - 803518 DUR . FAC . 1.25 FROM J B SPAC I NG 24. 0" J RE F - 1 VUX408 Z 1 6 10/17/ 2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 13733-/SOKOLOWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - CO3) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.756' Rt Slider 2x4 SP #3: BLOCK LENGTH = 2.757' Lumber value set "136" uses design values approved 1/30/2013 by ALSC 3 2-8-4 L 0-7-12 4X4(R1) o, 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load js 1.50. L 0-7-12 8-0-0 7— 3X4(E3) - 3X4(E3) 3X6(E3) III 2-0-0 8-2-0 8-2-0 8-2-0 8-2-0 16-4-0 Over 2 Supports R=602 U=180 W=7.625" R=731 U=235 W=7.625" RL=33/-49 PLT TYP. Wave Design Cr i t : FBC2014Res/TP I -2007 (STD) FT/RT=O%(O%)/O(0) 15 µ1ruetneurrrrrpr lH• `"%; yf)TY:3 FL/-/5/-/-/R/- Scale=.37511/Ft. FOLLOW ALL NOTES ON THIS DRAW INGIWARNINGISHREM .. IMPORTANT" IMPORTANTFURNISH THIS DRAW TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TIC LL 20. 0 PSF REF R408-- 74202 v V T.D O— JII„\\\\\VIIJIIIIIILI AN ITW COMPANY 2400 Lake Orange Or. Suite U0 Orlando, FL 32937 FL COA 90278 Trusses roguire o cme arc in %br l cat ing, handling, shipping, --ling and b ing. Refer to II frBCGI`(Buil ding Component Safety Information, bysTPI and WTCA)rF r safety praotic fpri oepnrforisngIt, ll 1, funccionsµn Inccel lecruct ra ecr —th temporary b. bracingPer 1 lh.— less notetl ocigr tap c. ortl M1a o properlyo a hed s u M1 ath ing a tl bocc sM1 II a prop`r'y a rigid cci ing. Locations sh r permanent I r. ai t of w a°I M1 ing ins a I.dVPs nccionsorb BnDesssnoppl' oebcrwisePPIY Pla<coltloaw nalalenotf for siantl position as sM1 oho d o e n, nt Details l .!I n Ref r a a gs ,bgA-Z andartl Plat Pe=itions. tAlpino, adlvislofITW8uiltlingComponcncsGroupIncccsp.nsible for any deviation frog w 9 0 . i ld .h e scalgaconfa'racc t P trusses truss in conformance witnM1AN51/TPlbt. ror far M1aneling, sM1 ipping, Anse.11bn chi. tlr.wing or eo ' p.g. Il.cing -1. tlrswing, Inllie.e...clapGn oT proT...lon.l glnN ing rosponslblllty solely for the E.s lgn show•. 1. sulc.blllcy .nE use oT chls Er.wing Tor .by scr, ur. Is ch r.sp. nsibi Illy oT Ue B.1 ltling Designer P.r ANSI/TPI 1 S.e.z. For more —. rm iis job's gl n. s page and t web ALPINE: .aIpin tw aton enera wwwTPI `wwns . sbcl w [pi—g; WTCA: wwwndostry com ICCS. I safe.org o. T08 1 t S AT 0 : , C a I•s• I t rQN A1. fk""IRMwMTICDL BC DL BC LL TOT. L. D. 7. 0 PSF 1 0.0 PSF 0.0 PSF 37. 0 PSF DATE 1 0/ 1 7/ 1 6 RW HCUSR408 16291152 HC- ENG SSB/WHK SEQN- 803509 DUR. FAC. 1.25 FROM JB SPACING 24.0" JREF- 1VUX408_Z16 10/17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 13/33-/SUKULUWSKI RESIDENCE Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - C04) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Top 2x4 SP #2 Dense anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC chord DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.757' design. Rt Slider 2x4 SP #3: BLOCK LENGTH = 2.757' See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing Lumber value set "136" uses design values approved 1/30/2013 by ALSC requirements. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III 4X4 3 — 0-7-12 0-7-12 3X4(E3) - 3X4(E3) 3X6(E3) III 2-0-0 -J 8-2-0 8-2-0 8-2-0 8-2-0 16-4-0 Over Continuous Support R=82 PLF U=25 PLF W=16-4-0 RL=2/-3 PLF PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(ODD)/O(0) 15 yMt7N11N IINryr41 ry H. r Rly TY:1 FL/-/5/-/-/R/- a ^ IIILI I AN ITW COMPANY 2400 Lake Orange Or -Suite 150 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI i r: IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require c ame arc n Pabricacing. M1antll ing, Ii= n cal ing 1=tl ) ing. Re Par to II • IrDCsI`<Ruiltling Componcn< SaTety ......<ion, bysTplla tl WTCA)r e<y pracCAc pri • o. 708 1 ooper Po rming'< esc Tu neeions. Ins callers sh II provilo temporary b ing per DCs I. oGnless nocetl o<M1yrwisc cop eM1ortl shall havo properly accacbea scr uccural sM1 ing a a bore all M1avc a piopp—1 a rigid ceiling. Locations s wn Tpr pprmanon< lat r. s ai t ar w .a bracing n n tl<PS , a M1ccions 83. D] or B10. ...snopcpl'o bcrwis Apply plotoo laoaw M1a 116OA- Ta Tor ....d.poslcian as shown a ^ tl • c /L .• 24 •• c Joint Oc<ails I ca en Rercr t angs 160A-Z r ra place pos itions.b o : v7 f1T O L' cAipine, tliv T ITW DuilainI C.. iln nes Group Inc. a esponslblo I any tlovlatl Tram + h • !(,/ r({ ing, any T luro eo b me Cruss in eonrormanec wi<M1M1ANsI/TPlbl.ror For M1analing, sM1ipping.o ^ /•,•( • w.•wseallacionAabracingoTaccusses. I. An.«I th1, ar.wlnW br ebwr p.p. I Ltl. T I 11;—I I I InEl — .ea>pCmu of prpr.«Ipna —,I.— llty .aloly ror ch. Io.IBn snonl, T I sult.alllcy .ea .. aT tNl. area nil car .I. .I uIs u SS dNAL • `" ro. —... 11<y mr tno ealleing Do.lgnor par Allsl Rpl t sec.2. ,+My IkIhI1IWM 1' TC LL TC DL BC DL BC LL TOT. LD . 20. 0 PSF 7. 0 PSF 1 0.0 PSF 0. 0 PSF 37. 0 PSF DUR . FAC . 1 25 SPACING 24.0" Orlando, FL 32837 FL COA 40278 For th., Jobs goncral n page and t web a ALPINE www. eil Pinci<w.eom c TPl Swvw spinsc.org: WTCA: www. sbeinausery tom, KC: Pc.org T 2- 8-4 Scale=. 375"/Ft. REF R408-- 74203 DATE 10/17/16 D RW HCUSR408 16291153 HC- ENG SSB/WHK SEQN- 803512 FROM JB JREF- 1VUX408_Z16 10/ 17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L IJ/JJ-/JvmvLvYVJItI KCJIumvuC -IVII Iler uonsLrucLIon, LLL, -- 41b tLLl.UII JANFUKU, FL - GUb) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x8 SP #2 N Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 1 3X4 III 2-1-5 8-0-0 3X6 III 5-8-0 Over 2 Supports R=210 U=59 W=7.625" R=210 U=68 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 WARN I NG I' • READ AND FOLLOW ALL NOTES ON THIS DRAWING I IYPORTART" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses regtluire a eme arc in fabricating, hantlling, sM1 ipping, n cal -gg antl b ing. Refer to afrDESlc(a.. l tllnq Component Safety Information, bysTPlla WTCA)r1 safety practice' Leper......g,c . nine.ions. Installers sM1 II provitla temporary bracing per GCS'. 'unless nocatl M1 cop ehortl shallM1I,— proper loy a etl structural sM1 ing and 1-- c 1 s 11 havb a pro5erti a 1 rigid ceiling. ,Locations wn nc ermanent later' ai o w have b.....9 in a dVcnccions83. OT r BIG, osssnoppl'oc hcrwiso ply place. d,. h acnotr for sc ntl position a shown a n fromIILJ I c Joint a, .7 s, cetl Refer c aingsf—dl of antlartl place posielons.bcAlpine, a v r ITW Bui1U 9 Components G,..p Inc. al a uspons I.I. F any d.—ti anylF a runs in conformance .,InM1ANSI/TPlbl.ror For handling, sM1 ipping,o AN ITW COMPANY seal l t Ion Aabrae ing o er...... t An.aal on thl• Eraang or .over papa Ilating thl• Eraang. InCl.at.. • upt.n.a of prof—lonal _9Inaarl rospona.... l ey .ololy far the dmlgn aho.n. Tho aul t.blllty .na use or tb 1, area ng ror any .cr ur. I. 2400 Lake Orange Or., Suite 150 rbsponsibllity br Cho Building OosI..or par All 1 Sic.2. Orlando.FL 32837 For m s Jbb s gcnaral o s page a FI. COA 90778 ALPINE: www.alpincilcw ..;t TPl;s www tpinsc.org; WTCA: www.sbclntlusc y coma: ICC Swwx.iccseTc.org H. EkiSgtj,"0_qTY:1 FL/-/5/-/-/R/- TC ILL 20.0 PSF 708 1 - TC DL 7.0 PSF f O .5 BC DL 10.0 PSF y, BC ILL 0.0 PSF G\ TOT. LD. 37.0 PSF 4 Al., r.A DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 74204 DATE 10/17/16 D RW KCUSR408 16291154 HC-ENG SSB/WHK SEQN- 803533 FROM JB JREF- 1VUX408_Zl6 THic nwr. DDPDADrn rums—A-11-13 IuoIIT nnone Tbocc nr 13/33-/SOKOLOWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - D01) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BCTopchord2x4SP2DenseDL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP 2 Dense Webs 2x4 SP 3 Wind loads and reactions based on MWFRS with additional C&C member Lt Wedge 2x4 SP 3: design. Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 0-7-0 1 4X4 III 3X4(B2) 1-3-14 8-0-0 3X6 III 2-0-0 1 i 8-10-8 Over Continuous Support R=87 PLF U=35 PLF W=8-10-8 RL=4 PLF PLT TYP. Wave s NN11NItINq y y` Design Cr i t : FBC2014Res/TP I -2007 (STD) Y ....H;, fC,/ FT/RT=O%(O%)/O(0) 15. :' 1E •q9 °QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. INARNINGI•w READ AND FOLLON ALL NOTES ON THIS DRAWINGI h INPORTANi'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. . TC LL 20.0 PSF REF R408 - - 74205 V rs lu^\\\\\VJI AN ITW COMPANY 2400 Lake Orange Dr_ Suite 150 Orlande,FL 32837 FLCOA90278 Trusses require c emc arc in fabricating, M1antlling, snipping, n tat ing antl bracing. Refer to afreesl`cBbiltl ing component Safoty Information. nysTPl'antl wTeA) f r safety Practicefpri forlsngll M1av fund ionsWn Instclls<ruct ra ce ravltln tempo raoy b mcin9 rPer avelbracnless n ', tta dAtopcM1ortlnacproperlyoa tl u M1 ... . a tl boti o tl II a pros<r'y arigitlteiing. M1L......ns s npnrmanental rest ai t f webscs 1. h ing in a d P esn u Joinc Dc calls Re fcr o tlrawings ... _ artl plate posieions. ryctions B3a BJ or BnBi csssno dppllotnerw isePPl R Placeslco a facnocf cot stantl Position as s....... bnVrrotAlPing, a „ f Irw Doiltl;ng componont1 Broup Inc. snarl os ponsi a for any a m ng, any f il r to b Itl n truss in oonformanca witM1 ANSI/TP lbl, or far nanGling. niPPinq,u . b tl seal at ion Aabracing of"russ s. An..sl on [h1. orswlnp or eoy.r peps llstlnp NI• tlrswinp, InUlo.tss .eope.nes oT proTi lo..1 .npIn..rino rosponsl bllity solely Tor [ho tl,as ign shorn. Ths sult.blllty end use aT [hls ,Irrring Tor eny setae urs In th rasp iblllty eT — Builtl ing Dasignnr p.r AHSI/TPI T S.e.2. For tmoreofrionesjob's generap lnsage a oes— web ALPINE: www.alpinci'cwaomCTPlSwwwc'pinst.org: WTCA www.sbcintlustry.00m: IBCswww iccsaTc.org wi O. 708 1 tt a SAT O IDRW twc r '• ,. • 4'S • .,,,:. G 4 S QN A` N N" lA4 yNtr TC DL BC DL BC LL TOT. LID. 7. 0 PSF 10. 0 PSF 0. 0 PSF 3 7.0 PSF DATE 1 0/1 7 / 1 6 rlcusaaoa 1szs11ss HC - ENG SSB/WH K SEQN- 803446 OUR. FAC. 1.25 FROM JB SPACING 24.0 JREF- 1VUX408_Z16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 13733-/SOKOLOWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - D02) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Wedge 2x4 SP #3: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be installed as shown with top chord up. 0-7-0 0 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 III 3X4(B2) 1-3-14 Ul 8-0-0 3X6 III 1 2-0-0 1 8-10-8 Over 2 Supports R=457 U=220 W=7.625" R=316 U=96 RL=35 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require c eme arc in Ta ricaeing. M1antll ing, sM1ipping, n cal ing antl bracing. Rerer co afrBCSlc(BuiltlingbComponent Soroty Information, bysTPlla tl WTCA)rf safety praeciccy pri 4 V oePer ro risngll nave rProP owncroecallecrucc - 11Pro_ camPora ry Wracin9 Per av1 1,— lessnno yootea calcopenortlna " ntir' y a M1_ s urel ing a a bogie 11 M1 a pro5e r'y a 1 rig itl cci g nLocacionsas r permanent 1- ai t or ing tl p CSacclonsB3. BJ or BnOesssnoPPlieoabecwisePPl y Platbo draw nafacnoeraco, stantlaposn— as — o abnafro ' IILI JI a Jolnc Oc tails c tl cM1 Refer C sings 1fi0A-2 r rtl place posieions. A 1p lnc. a v r ITW Buile ing ComPonones Group Inc. s ospons ib to r any tlevieel m ing, any'f c russ in con rormancc wicnM1AN51/TPlbl.ror for bontllong snipping o AN IT"W CO MPANY scallacion Sabraccng of trusses. An raaponacsaloly alloan. p ar grpaureualbllTar tdin, lRn TI, lc,cytlnauxoT bleraIngnysC2400Lake0—p Dr, Suile I50 raponsibnl[yy or rna Banmmg Daalgner par ANSI/TPI 1 See.z. OrlDndo.FL 32937 Fer m c l r sgeneral- 1— Job's Page a FL COA90273 ALPINE: www. alp nc i'tw. com.TP I Swww e'Pins rg; WTCA: www. sbcl ntl us ey tom; ICC swww.icc sa rc.org H. 1 s aT o ; Q 1 t S ONAI. 7 FL/-/5/-/-/R/ TIC LL 20. 0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/ Ft. REF R408-- 74206 DATE 10/17/ 16 D RW HCUSR408 16291156 HC- ENG SSB/WHK SEQN- 803451 FROM JB JREF- 1VUX408_Z16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 13/33-/SUKULUWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - FT01) Value Set: 13B (Effective 6/l/2013) 2 COMPLETE TRUSSES REQUIRED Top chord 2x4 SP #2 Dense Nail Schedule:0.128"x3", min. nails Bot chord 2x8 SP #2 N Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP #3 :W2, W6 2x4 SP #2 Dense: Bot Chord: 1 Row @ 4.25" o.c. Webs : 1 Row @ 4" o.c. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 140 mph wind, 15.67 ft mean hgt, ASCE 7-10, CLOSED bldg,not located TC- From 27 plf at 0.00 to 27 plf at 12.26 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, BC- From 10 plf at 0.00 to 10 plf at 12.26 wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- 671.66 lb Conc. Load at 1.94, 3.94 BC- 774.14 lb Conc. Load at 5.94, 7.94, 9.94,11.60 Wind loads and reactions based on MWFRS. Max JT VERT DEFL: LL: 0.11" DL: 0.14". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Truss must be installed as shown with top chord up. It is the responsibility of the Building Designer and Truss Fabricator to review this drawing prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans/specifications and fabricators layout. 4X6 - 3X8 III 3X4 = 4X6 = Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III 4X10 - 12-3-2 Over 2 Supports R=2109 U=563 W=3.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 WARNING['• READ AND FOLLOW ALL NOTES ON THIS DRAWING[ ayIIMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T.. _ equu ... ar ........ ng. M1 ing. M1ipeing, n Cal ngu antl b ng. Ref r a` Tssesr o c•PrDC 61c(Duildi nCom — a Sa Poey In Parma Io , bysTPllon WTCA)rf r safo<p. y prae<i 4 V o Pcrro rmsngll M1av Punccc nswncfoc cellscrucc raccrevitic cumpncao w Ing por avel bracn lcs5 nocetl 14" copchordM1aM1cproperlyoacbduM1ingatlbotIIM1o pros[r'i ac rigiscci ,ng. Loc acians sM1 r permanent 1 arcs ai f ae11sM1 ins in a etl p ndons8. DT or —1— .—d oa barwiso PIY placaoltlraw M1 I16OA- Zo— scantlaPosicion a shown ab cJoineDoeails, u e d m Re Per c aings 160A-Z r a placa posi<ions. cAlpina, a tl v f .IT Duiltling Components Group Inc. s a e asponsibla f any tlevlacion Pros ng, anytf ;lure a ma truss in eon Pormanee wi mM1AN51 /TPlbt, or for nanal ng, snipping. AN ITW CO MPANY N IF a scailation eabracing or ern ssas. AeeaonCAI• ererinp or cover pep. Iletl ng tnl• Er.ring, I.dl— .. .... Fit— oT pr.-..I...1 .ngl....I ro. pon.l blll[y .ol.ly Tor tno tlanlgn .horn. Tn. sul tebll ity end use oT inl. tlrer ing far eny .trot ore I. 2400 Lake Orange Cr- Suite 150 ro.ponalbi l l<y or mo 9untling Dosignar par AN51/TPI r S—.z. Orlando. FL 32837 For m ton a ' a Job.g ganaral n 5 p.go a msh awab 51 FLCOA 90278 ALPINE: www. a, w.... CTPI Swww cp i nse. org: WiCA: www.. u cry....; ICC: vnrv,. .org 3X10 - 3X8 III R= 2785 U=747 W=3.125" 14 TY:1 FL/-/ 5/-/-/R/- TC LL 20.0 PSF 08 1TC DL 7. 0 PSF a BC DL 10. 0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 AL r I TPt! SPACING 24. 0" Scale=. 5"/Ft. REF R408-- 74207 DATE 10/17/16 D RW HCUSR408 16291180 HC-ENG SSB/WHK SEQN- 803468 FROM JB JREF- 1VUX408_ Z16 10/ 17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I - - t.crno ur ucu on, LL.t. -- 1I1, tLLIUI I JANhUKU Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #3 Lumber value set '136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 27 pif at 0.00 to 27 plf at 3.96 BC- From 10 plf at 0.00 to 10 plf at 3.96 TC- 2784.92 Ito Conc. Load at 0.13 BC- 743.30 lb Conc. Load at 1.35, 3.35 Left end vertical exposed to wind pressure. Deflection meets 'L/240. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50, It is the responsibility of the Building Designer and Truss Fabricator to review this drawing prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans/specifications and fabricators layout. 3X8(R) III 2X4 III 3-8k6 3X8 III 3X4(R) III 10-5-10 hL 2 COMPLETE TRUSSES REQUIRE® Nail Schedule:0.128"x3", min. nails Top Chord: 2 Rows c 4.00" o.c. (Each Row) Bot Chord: 1 Row c 4.00" o.c. Webs : 1 Row C- 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 140 mph wind,15:00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi-(+/-)=0.18 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Truss must be installed as shown with top chord up 3-8 6 E 3- 11--B Nei 2 Sappol Its R=3369 U=912 W=3.125" RL=81 R=1049 U=373 W=4.375" n1HnlMgbrrr t,. Design Cr i t : FBC2014Res/TP I -2007 (STD) H . f("' PLTYP. Wave as TFT/RT=O%(O%)/O(0) 15 •7-• `Fli'TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. IMPORTANT" ARNFURNIISH HISS BRAT NGLTO LLLCONTRACON RSH INCLUDING THE INSTALLERS. _ TC ILL 20.0 PSF REF R408-- 74208 Trusses , eme are n a ri a< tll al d b n egulrc c F b ing. M1 ing, sM1,pping, intlq a ing. Refer t ane*=fo I NFrBC51`(BuiluingComponen[ SaPcty Information, pysTPllan WTCA)"1 r safety pract;o i prl 1 0' i0 D r OTCDL 7.0 PSF DATE 1 0/ 1 7 / 1 6 empor b r pef less no<cU otCdYwisc o PerYorisngllFunceionsIns... .rucc ra. c nP < M1aaprorlyang bott m n a tn' atla " i DRW Heusaaos 1sz911a1 v VIngoy pro 5erly Ig itling. Loca[ ons M1 rhpc mane t ra avelbraen a Fwebanged p BCS ci 11 1. angsfl— 11 yaplatcol M1ceortruve ion'asM1ownl,on e I = a AT • BC DL 10.0 PSF ntlB3.cBJ... forso stantlaposit cJocDcB.Be.. ...._o_rwisePpl Refer [ tlraw rtl plate pos ii ions,b iii Z S f1 O HC-ENG SSB/WHK IILI JIIIJII\\\\VVI III A 1pinc, aiv lion of ITW 0ulld ing Components Group Inc.1shall not be responsible For any device[' frotii a wing. any f n,ro ee b la tM1e truss in cnnrorman e w;th ANSI/TPI 1 or for hanal-g. shipp.n9. r f •`" V C. V BCLL 0.0 PSF SEQN— 803471 AN IT' W COMPANY star lat,en bra<;ng eFV russes fib. _, _ ,,,-•G TOT. LD . 3 7 . 0 PSF Anwsl on tbla tlrsr lop or eoysr peps Illtlnp NI. arsslnp, InEIUU. li—p—1 . of profs.. lonsl pinssrinp pI OUR. FAC. 1.25 FROM JB 2400 LakeOrangeDr., suite I50 rosponsiblllty sololy Tor [bo Eeslpn shown. Tho sul t.blIlly end use oT -1. d—Inp Tor .ny str ure Is [b p sibi Ilty of the Bullding 4signor per ANSI/TPI , S_ 2. hy1' i 4 VI `Q nM *N' Orlando, FL 32837 FL COA rl0278 For mare nforma ion cc is job's general n s page a t web ALPINE www. a 1pine;Itw.eom C TPI Swww I—— —ice; WTCA: u y - m, lee =:.ww. ,naa e.erg SPAC I NG 24.0" JREF- 1VUX408_Zl6 10/17/ 2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 3733-/SOKOLOWSK I RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - FT03) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Lumber value set '1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 27 plf at 0.00 to 27 plf at 4.33 BC- From 10 plf at 0.00 to 10 plf at 4.33 BC- 743.30 lb Conc. Load at 1.24, 3.24 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2Xi 2X4 III 2X4 III 4-4-0 Over 2 Supports R=827 U=198 W=4" R=821 U=196 W=4" 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Design Crit: FBC2014Res/TPI-2007(STD) ` PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 •7•• '1 TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. WARNINGI•• READ AND I.L.Low ALL NOTES ON THIS DRAWINGI INPoRTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC ILL 20.0 PSF REF R408-- 74209 V AN ITW COMPANY 2400 Lake Orange Dr., Snite 150 Orlando,FL 32837 FL COA 90278 Trusses rcauir. .......arc iabrica[ing, hantlling, sM1 ipp in n_[al ng, ingtl a tl bracing. Re fcr t an Pol IFrOCsI`(Bui ding Component Sa Pe[Y Informa[ion, b"'i" aI WPCs' r safucY prac—& pri o per Poris"gll hav Yune [' snswn[ro r[Pe I'llb mcingaper 1 bracn less noC¢tl ooVCdF4eopchordhacpr¢perlyo a[ h tl uI'll h ing a tl bore II h a pIn....y a N lace raviUe -- Illy r ig is cci mg. Locacions h rm a ¢ f wombs`= r" = ing tl p Dcs c Jolm< Ocnails Ic cca [h Rcrcr c dings 16OA-Z rtl plat¢ PP" n.[a a ° c[ions 83tl D> or O^0•ss no Plicma bcrw ' P'* Placcoud raw ha lal tnotf ¢or scantlapos tion as seVwonas n YAlpine, a v r ITW Building C¢mpon¢ncs Group Inc. osponsi any a ei roti[ ing. any'. w co b Itl cn¢ crass in .Pnfor-- wi<hnANSI/TPlbt,ror for h... —g, sblPping.osealscionAabracingpfptrues¢s. Ansesl on ihls Wr,,I,g or cover pegs II-Ing thls WraWing. InWlestas stesptsnts of profsaslonsl Mat Ing rosPansl blllty sol¢ly fur th¢ E¢sl gn ahosn. Thn sulisblllty end Pss of thls Erssing for .ny strut Pre Is th r¢sponsl bilicy of the Bulleing Oesign¢r par AN51/TPI 1 Sec.2. Far more nforma ion is job's general n s Pago a c webALPINE: www.alPinei'[w.com CTPIs www cpins[.org; WTCA: www.sbeindusery .¢m, IGG f www.leesaf¢.arg O' 708 ' U z a t S AT O / f fm`/V C w • , •••.`C` I, j s• 4 S(aN n`,M.P IT1 4004 t TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LID. 37.0 PSF DATE 1 0/ 1 7 / 1 6 DRW HcusRaos 16291 r7s HC - ENG SSB/WHK SEQN - 803321 OUR. FAC . 1.25 FROM J B SPAC I NG 2 4.0 " J RE F - 1 VUX408 Z 1 6 10/17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 13/33-/JUKULUWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W7 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind loads and reactions based on MWFRS. Max JT VERT DEFL: LL: 0.28" DL: 0.37". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Truss must be installed as shown with top chord up. It is the responsibility of the Building Designer and Truss Fabricator to review this drawing prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans/specifications and fabricators layout. FL - FT04) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 27 plf at 0.00 to 27 plf at 12.06 TC- From 54 plf at 12.06 to 54 plf at 14.67 BC- From 10 plf at 0.00 to 10 plf at 12.06 BC- From 20 plf at 12.06 to 20 plf at 14.67 BC- 315.66 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06,12.06 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/18O total load. Creep increase factor for dead load is 1.50. 7X8 = 2X4 III 2X4 III 3X4 - 6X6 W7 11-3 14 8-0-0 7X8 = 3X4 - 6X8 =_ r 3X8(**) III 14-8-0 Over 2 Supports R=1262 U=386 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWING[ IMPORTANTFURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require a e.. arc fabricating, bantlling, snipping, n — ingg ortl bring. R.— to anjf NfrBCSlc sTP:Ion 6ulltling ComponentSafetyInformacion. byWTCA)f r safety prec[icgi pc mpor b .c in9 pow 1111. nless nocee o h w func[ionsnInsealls[ rucc ry cop eno a e proper" a d u b ing 1 Favbottc ortl s II b a pio. sonny aC iTo raCnaroI1— rigitlcciing. Lr .1. sn ravitlesc....... rmAn I ... din P webs s all b Ing n a ae p rap........ avIbracVecions B3. g"1 or .....I no pll—h—isoPply plaenoleraw 1.bf16OA-Z tou cane position as shown abo y cJoint Occai is Ic cad peter c angs 160A-Z fors ortl place positions. CAlpine, aeivSionofITWDulldingComponentsGroupInc. shall esponsible f any eavieCion fro's, b'I, ing, anyfilurcectrussinconfo...... w..b ANSI/TPI or for bantll ng, snipping. AN ITWCOMPANYIstaraeon &ab racing ar irucccs Annul on this drawing or cover ypa Ilatl ng trio dnwlnp, Indioba —pt—Ce, or proraaslonal anglnaaII roaponal Eil: ty .ably war cbo ea. Ign anown. Tho aulc.11111y and — or cH1. drawing row any scrapcura Ia 2400 Lake Orange Dr.. Suite I50 ra.p—.... icy of — 6.1Iding Di, lI n r por ANSI/TPI 1 Sec.2. Orlando. FL 32937 For m cs Job s n s p.go a a i1 s [ip, ns<.orhg; general ey FL COA 9027`3 ALPINE: w-w-x. p ciCw.cam tiff— www. u tomse : ICC gwww. a a.org PM H. o. 708 1 S AT O S ONAI. ENG 3X8 III R= 1271 U= 389 W=7.625" 1 FL/-/5/-/-/ R/ TC LL 20. 0 PSF TC DL 7. 0 PSF BC DL 10. 0 PSF BC LL 0. 0 PSF TOT.LD. 37. 0 PSF DUR.FAC. 1. 25 SPACING 24.0" Scale=.511/Ft. REF R408-- 74210 DATE 10/17/ 16 D RW HCUSR4O8 16291176 HC-ENG SSB/ WHK SEQN- 803594 FROM JB JREF- 1VUX408_Z16 10/17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 3733-/SOKOLOWSK I RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - FT05) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be installed as shown with top chord up. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 1-5 10 3X6(R) III 3 R=452 U=138 H=H1 2X4 III 12-2-8 Over 2 Supports 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 WARNING)" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. e%fr Trusses r eme arc Pnbr icat ng. 1antlling, sM1 ipping, in cal ing and bracing. Rnrar eo and 'i Des, (a.. ltling Component Safoty In for ma c ion, bysTPlland WTCA) f r sa rety praeticctlnBnM1rarybratingl. less Pray oCoperforisngllfunct`olyopM1anavcproperly a c n tl u M1 ing antl bp<tom c ord s II M1avU a properly a t. dclactallscruccrateravitlescempo aveBCSrigidceiing. Locations s o n for pe rma—, l ai C of w bs bracing installed pe 4 V c Joint Details. Ic cod en peter c angs — -Z fors, and place poslcion s. colons 03, .I or B^0•ss noppli oabnrwl,ePplY — 1.. l deo.w M1 r16^ oT tru tantl d ition as mown abnV4romcAlPinc. ITW 13-1 ng Com Panoncs Group Inc. a n espansiblc T any dqv iaClror AN ITW COMPANY Ing, any'f t russ In conrormancc w"h AN51/TPlbt. ror M1andling, sM1 ipp ing.oaseallatian6abraeingofcrusest Anesel on thle dre.lno or cover papa Ileting NIe Ere.lnW, Ineleetee ecuPte nee ei proreu I.Wlneerli reeponelelllcy — y Tar cM1e deslen sboen. TAo sultepI1;ty ene ue. or -1. are.lny ror any etr uro Ie 2400 Lake Orange Dr.. Suite 150 responsmnIcy or cM1m eallding Dosigner per MSI/TPI 1 Sec.z. Orlando, FL 32837 For n s pagem , Job's eneralge aTPlsFI.COA 9027R ALPINE'. www.alp nciltw.comat -c tipinct org; -CA: — , intlu y tom, Inc:www.iccsa fc.org 3X6(R) III 3X6 III R=452 U=138 W=7.625" Dkj%"0_4TY:1 FL/-/5/-/-/R/ TC LL 20.0 PSF 1 TC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT. LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0'I Scale=.511/Ft. REF R408-- 74211 DATE 10/17/16 DRW HCUSR4O8 16291177 HC-ENG SSB/WHK SEQN- 803459 FROM JB JREF- 1VUX408_Z16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 13/33-/JUKULUW3KI HESIUENGE -Miller (:onstructi on, LLG -- 416 ELLIOTT SANFORD Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be installed as shown with top chord up. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 1-7-9 3X6(R) III 3; R=452 U=138 H=H1 2X4 III 12-2-8 Over 2 Supports FL - FT06) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TICDL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X6(R) III 3X6 III R=452 U=138 W=7.625" Design Cr i t : FBC2014Res/TP I -2007 (STD) * aa.•••••:, kpf PLT TYP. Wave FT/RT=O%(O%G)/O(0) 15. ••Q ti. '. f}TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. 1 a I AN IT"W COMPANY 2400 Lake Orange Dr., Suite 150 WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI $ IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ! Trusses require c eme arc a ricaci ng, nantlling, snipping, n cal ing antl b ing. Refer to end I.. rr6eSl (Bulldingbe—penent Safety Information, b, Ti' d WTGA>r r ety pracCice pri o`perform ing'e csb I'll 1 ons. Inseellcrs sM1 Il provitic enmpo rary b ing per BC51. "finless n cop c mall nave properly a nbtl scrucc ral sn ing a all nave a properly etta rigitlneealing. nLocncions = ewn permanent"later• ai ° e`„ e=` =ha"e bracing instal ed pe GS na mint Geta,ls, unlbsz notetl otntrw se. Refer to tlraw°gs i60A-Zeforsstantlartl plate pnsitinn.. eceions B3a 6T oras applic b e. Apply placoslto`e na' ac^ o- Z [oru sand position as mown aboVeracAlpine, a v ft.IT Bulltling l Components Group Inc. s esponsib lc for any dovlat 1 fa m' seal9acio '8abra eeng or trussesrh.cross in conrormnneb wichnANsl/TPlbt. or for M1andling, snipping. Ana.a do thla draw gr dey.r ,.,* h sting NI• drawing, Indloua . t.Pt.nd. of pref..eiena glheering rgsponsl Dlllty agilely toroth• dosI gn sho•n. Thd sultablllty and use or thls drawing for any atr ore la M1 rosponsi bl l lty of — Bu l Iding Dvsignar por ANSI/TPI T Sec. 2. p6, 08 1 SAT O - = a• / •e(f C F 0 O,Y Z41FkMp{WAS TIC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF REF R408 - - 74212 DATE 1 0/ 1 7 / 1 6 DRW HeusRaos iszsine HC-ENG SSB/WHK SEQN- 803462 OUR. FAC . 1.25 FROM J B SPAC I NG 24.0" JREF- 1 VUX408 Z16OrlandD,FL 32937 FLCOA90178 For more ' of ion _ s jbb , general n a pageALPINE: ww alpineilew c m CTPI `wwwtcpinst arg: WTCA .. wry cam ICle: mfo.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 13733-/SOKOLOWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - P01) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W3 2x8 SP #2 N: Rt Bearing Leg 2x8 SP #2 N: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. Negative reaction(s) of -205# MAX. (See below) from a non -wind load case requires uplift connection. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load Shim all supports to solid bearing. 0-0-1 5X8 2X4 III 5X6 3X4(R) \\\ 8-3-0 3 3X6SSO9192X4III W3 5X6 4X4 3X6 3 5X6(R) \\\ 1-4F0 3X8 3X6 III If- 8-4-0 Lc::?0 Dom_ 5-4-0 JE 19-4-0 I, 3-0-0 IIEEEL— 24-8-0 Over 3 Supports 1 R=170/-205 U=84 W=3.5" R=830 U=233 W=7.625" RL=263 R=1311 U=319 W=7.625" IlUll tuft lt• tttttjy' Design Cr i FBC2014Res/TP I (STD) t: -2007 W,..••H:, PLT TYP. 18 Gauge HS,Wave FT/RT=O%(0%)/O(0) 15. 1•'Q i 1''l l'. 0_4TY:8 FL/-/5/-/-/R/- Scale=.25"/Ft. WARN ING I'" READ AND FOLLOW ALL NOTES ON THIS DRAW NGI IMPORTANT• TC LL 20.0 PSF REF R408 - - 74213 FURNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS. Trusses eme are n Ta ricacing. M1antlling, sM1 1pping, n calling antl b ing. Rofor <o antl'oll roCsl`eRuileingnCompontnt SaToty Information, bysTPI WTCA)r/or p w• 0. 708 1 TC DL 7 0 PSF DATE 1 0/1 7 / 1 6 antlsafetypractice` pri oc itlescemporab b , pe rM1BCSl.n less no<etl oV oPcrforis°glI Nnccionown Ins ccllscr M1Latati°na 3 DRW HcusRaos 16291163 4 V M1av copcnortlM1ab nrnpnrly a a u n ing a tl bocc ortl s II I,— a properly a uccracerrigitlteiing. s "pormanont ala` have bracing install tl`p" CS 810, Apply e 8Di SAT O • = BC DL 10.0 PSF n etc' s as applic b e placos c"°e b ace oT antl posiClon as snown abo o orbe Jolnt OceVils, unless no<ctl otherwise. Re Tcr co tlrawaingal160AocZ fo caneare place posi<ion s. Alpine. v BC LL 0.0 PSF HC-ENG SSB/WHK LIML1VIITWBuiltlingComponentsCroupInc. s esp°nsible for any tlevlotlon T ru m en^'T `.... AN ITW COMPANY ng. ten Itl <be tract in tnnfermant. wlchnANsl/TPlbt, or Tnr M1antlling, sM1ipping, oacalaclbSanracingoru<rustes e•. ••„r• * TOT. LD . 37.0 PSF S EQN — 803357 Anieel on inl* orerinp or cover Pepe IlatlnW [nle orerinp. Intlleeue eeapienee of profess panelp lneerino reeponelblllty solely for ibe Emlgn et,e.n. Tb. ,.It.blllty .ntl re. er tble tlr..ing fer .ny etr gr. le U 4 aId Al. •)` DUR FAC 1 2 5 FROM J B 2400 Lake Orange Dr_ Suite UO respenei bl l Ity °r the Wm ltling DosI_, per ANS"" i sa.z. Nte>aNt.IllttNl SPAC I NG 24.0 " J RE F - 1 VUX408 Z 1 6 Orlendo,FL32877FormorernformnionIsjob's general n s page a c web11— C swww FL COA90278ALPINE: ww .alpineiew.eom TPI ,pinet.urg; -A:www . ry. ICC:s www. sefo.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 3733-/SOKOLOWSK I RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - P02) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Rt Bearing Leg 2x8 SP #2 N: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 10 1-4 0 6X6(R) 3X4 III R=656 U=104 RL=181 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 18-6-10 Over 2 Supports 1 3-0-0 1 R=901 U=253 W=7.625" 0-0-1 Design Cr i t : FBC2014Res/TP I -2007 (STD) o,"'NIIM H• PLT TYP. Wave FT/RT=O%(O%)/O(0) 15'•f1Q7/4QTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. t WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONIHRACTORS INCLUDING THE INSTALLERS. TIC LL 20.0 PSF REF R408 - - 74214 V1 IILI J1 nN IrwconnanNv 2400 Lnke Ornnge Dr.. Suite 150 Orlando. FL. 32937 FL COA AO 178 Trusses regtluir. ....... arc ...... bandling, sb ipp ing, n cal ingtl antl b Ing. Rprer [o oll PrDCS 1`(Bu iltlingbCompo.. Sarcey In ..... tion. bysTPI wT-)rt _y preaal rpri operPorisM . nav Puncce`1y . Insccllscru.[ ra[eravitle tcmPa rary 1111119por .II bracnsess noted a[I$rwgMiseeI' l4coPchortlnacproperlynd ' M1 ing a d bot[ II a proPcrll V 'DCrigitle.i ing. Locations n rnpermancne arcs ai [ of w adilsn ing in. a 5 a Jo nc Details I ced Rcrcr c an1, —.1 tl plate posleions. o M1c[ions 83a DT or D^Ocss noppl'ocb.,. i sa. App6y placooltl, —1, na lacnotr 1, s[nntlaPosit ion as sev i'aci ncAlpinc, a or ITW DuildinglComponencs Granp In.. naponsibla r any d rr y ing, any'. a .... in con rormanec w ebbAN5I/TPIbl.ror Tor ...nd —,. sbipping.ogalatian `ng o s ` An•a•1 on ebI• dr•wing or cover P.g• 11•ting tell dewing, lndln•b• •ee•pUne• or prbr•••1•n•1 • 911n .leg rospanslpli' Cy, n`IY„oy -11 EM1ngdZaIg_, f Si P:t hIII, and uw of this tlrawIng far .ny ,true ura la ebasponsbI For more nrorma ion cc Is Job's g.noral n s page a chest webALPINE: www.alp inc i'cw.com C TPIS Cq>Insc.org; -A: www .. u [°y..nm; CC: :—.arg J pO. F 09 1 S AT O F C 1 .,.• G c1 S/Q /1'Al Q1 .`1 Mry NI TIC DL 7.0 PSF BC DL 1 0 . 0 PSF BC ILL 0.0 PSF TOT. LD. 37.0 PSF DATE 1 0/ 1 7 / 1 6 DRW HCUSR408 16291164 HC - ENG SSB/WHK SEQN- 803363 DUR. FAC. 1 .25 FROM JB SPACING 24.0" JREF- 1VUX408 Z16 10/17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 13733-/SOKOLOWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - P03) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3: Lumber value set "136" uses design values approved 1/30/2013 by ALSC a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50. G 3X4 III 17-11-0 Over 2 Supports 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load MWFRS loads based on trusses located at least 30.00 ft. from roof edge. R=651 U=111 RL=154 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 WARNING I•` READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses eme arc n Pabricacing. M1nntlling, sM1 ipping, n cal ing and bracing. Refer corcqcex(r¢-1 lantle (¢ui .ding Componenc Salecy In Pormacion, b17- WTCA) f r safety proetaIoUn la ussoPerPorlingllcemPorebbi_,InownInscclls[rucccopcM10rtlM1aaproperlyatl u M1 ing a d bo[c mcc ortl s II 1—Iy IIIaproperly aVbavofuncctiracenres V avel. ravitlLIriq.. .ei g Locncions sh rM1cermanene I .1 . aine of w bs II M1 bracing inst Iled canmpoeielon sbnwn e Joint De cail I cetl Refer c ngs -A-Z for s rtl place posie on s, Ions¢n1 sc noppl 'ocnorwi sepp lY Plaeoo a aw M1allcnocf Alps crunavYITWBungCumpannsGrou^ In espon for ns ev c fr6n AN ITW COMPANY any'P ilJrc c o cru ss in conforma cc w h ANSI/TPIb1, or 1., -nd nga hdppi.g.o ecallation R,nrae ing or er.ssesAn.e.l o thl. d1swing o r p.ge Il.cl nW ih la Er i,,IW. I.d I..t... -pt.... or pror...lon.l .nWln..rre.pom. I. ncy w a.y row cnaedm.Rm .ha.m. Tne .u. c.m ucy .ma u.e or chl. arer.nW ror .ny .cruccure I. 2400 Lake Orange Dc, Suile 150 re P.—Ibilicy or cho R...ding Dvsignar par ANSI/TPI 1 Sec.2. Odnd0.FL 32837 m o aogeneral-—, s job's page a s web si nFortl FL COA 4017E ALPINE: www.,Ip nciltwf.cgm LTPI S. [pins —g: WTCA: www.. c ustry com; ICC: www. saf—, 08 1 0 3X4(R) % 1-4 14 14-3-3 10 R=672 U=173 H=H2 2 FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.011 Scale=.37511/Ft. REF R408-- 74215 DATE 10/17/16 D RW HCUSR408 16291165 HC-ENG SSB/WHK SEQN- 803375 FROM JB JREF- 1VUX40B_Z16 10/ 17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 3733-/SOKOLOWSK I RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - PO4) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot Chord 2x4 SP #1 Dense Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left end vertical not exposed to wind pressure. a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. LEG DOWN DESIU 0-0-1 3X4 L_-1-11-4: R=913 U=232 W=7.625" 6.875" Effective Contact) RL=217/-22 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.14" due to live load and 0.18" due to dead load. J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. . 21-0-6 Over 2 Supports Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15+E WARN I NG I • w READ AND FOLLOW' ALL NOTES ON THIS DRAWI NG I IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T ru..os reauiro o brae arc In fa ricating, handling, shipping, n cal -aa aId b acing. Refer co oll e - %rrDCSlc (euiltli ngbtomponene Sa lacy Information. bysTPllan WiCA)rror sa racy preeciu's fpri V o ........... e r forisn.II hav .......... und` nsµn Incccllscruct ra[c raviUc temporary ""I" in9aPer aveBCS l. Unless nocetl oocl$ - c oV cno rtl ha c proparlyo a d u n a_ Ila a bo a II nave a proSCr 1 rig itl cei Ong. Locations sh rneermanent I rest ai of w ralsM1 bracing in a tlV'HCS ry 'ions 0D .. or OnOess .—I ocherw Apply Vla[eslco eacnallc o[ f ror s[andartle t ion ° sevWec n c IIILIII IIILI JI u I. Joint Decal is Rufcr co tlrawi — I If a e ngs place positions. AlWln iv s r ITW Eu ng Compon s Groun In M1 cspo o — an` any r il rc c a ru ss incconrorma cc wicM1 AN51/TPlbl, or for1ha ntl ing, -hipping,n / AN ITW COMPANY seal laeion &b r aein9 or crosses. An.a.lgbn <HI• tlr.w lnp b rhp.ps Ilr<Inp`[nl• dr.rinp. Indler<rw . ap<rncr of Drdfrsslpnrl rnpinrrrdaponalelncy .oldly rd, cndraral pn aHown. Tnd :ol cab n ley .na bwm or cbls drawing ror any rcroccmrr I: cr 2400 Lake Orange Dr., Suite I50 raepo^slbn icy ar ua ea rl ding Dosignar par ANSI/Tw a sae. z. Orlando, FL 32837 For eam ^rm.. a e job's general n e page a FL COA 00278 ALPINE: www, nlp nci'—w cTPl:s www s..org; WTCA: www.s us>°y com; ICCS— 3X4(R) % R=774 U=205 H=H1 4 FL/-/5/-/-/R/ 1 14 14-3-3 TIC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.3125"/Ft REF R408-- 74216 DATE 10/17/16 D RW HCUSR408 16291166 HC-ENG SSB/WHK SEQN- 803600 FROM JB JREF- 1VUX408_Zl6 10/17/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 13733-/SOKOLOWSKI RESIDENCE -Miller Construction, LLC -- 416 ELLIOTT SANFORD, FL - P05) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W2 2x8 SP #2 N: Lt Bearing Leg 2x4 SP #3: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3-6 3X 0-6-14 2X4 2X4 III 140 mph wind, 15.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. 3-0-0 5-8-0 Over 2 Supports R=161 U=26 W=3" R=423 U=181 W=7.625" RL=83 (7.25" Effective Contact) ai111IIIItiN /tl!/tr! Design Cr i t : FBC2014Res/TP I -2007 (STD) mo, H. //,,'+•, PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 e ••q0?' '''•. QTY:2 FL/-/5/-/-/R/- WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IWPORTAI FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.0 PSF Tr ogtlu emc ar n a r a M1 n ing, hipping, in call n. a.. b ing. Re Pcr I rrDcsl`(D tl ngnCompon [ SaPc [y In r a n, bysTPl an WTCA)r r Pay O. TOS 1Polln TC DL 7.0 PSFprn ar n a a prn o r bra n ^r 891. ce n e PsecrwoPpc1halfh °y n dl`gm sr_ re5 attargitlcong. Loc wn for perm nen[ulace ra ntlese ni ortw a.. bra. ins in, n C Z BC DL 10.0 PSF V O1 IIILI I bov nhecions60. .i or D^O.ssS nocpl1oabcrwiso ply plae.sleo cache 116OA-Z Por sia ntl ap.sieion a shown a n S AT OccJoin[ Ontailz, u I etl th Rcrer Co tlraw ngs 160A-Z cr r° place positions. • Alpine, a v oP ITW Buil°ing Compenen[s Group Inc, c ....... blc f any e.vleti rTgn s•• L n • hANSI/TPlnt, BC LL 0.0 PSF ng, any f ilurc e n eruss in eonrormanec wi ti or for han°long, shippin gitcalor 1 "' VV a CANITWCOMPANYanon &ahrncin. ....... An••.I on th I• er•w lnp II•cl 1• tlr•Winp, Intl) lon•I i .. n••••• ( t77\\777 `- TOT. LID. 37.0 PSF or cover p.gs np cn uc•• • apt•no or pr•T•o •npin••rin rospon•Iblll[y s.l.ly ror cno eoslgn sna•n. Tn. su'.Elllty ene l,s. or tnls erer ing ror any atrpcture Is cn L,` GS,ONAI DUR.FAC. 1.25 2400Lake Orange Dr-S14e 150 rnsp.^.'bi licy.r cna sw lm.g Designs p.r MSI/TPI 1 S.c.2. SPAC I NG 24.0110da,,d0,FL 32837 For more -.1.. ion en s Job's gnnoral n s page n ch.sn web _ o tNiq/11W1 C Swww jwww. FL COA k027:i ALPINE: www. alpine....... TPI c'pinsc.org; WTCA: www .. cr y.com; ICC sa fc.org Scale=.511/Ft REF R408-- 74217 DATE 10/17/16 DRW HCUSR408 16291167 HC-ENG SSB/WHK SEQN- 803530 FROM JB JREF- 1VUX408_Z16 10/17/2016 Csa!bte Stud Rein orcer ewat Detail ASICIE 7-10: 140 baph Wlind Speed, 15' Mean Height, Enct®sed, Exposure C, Kzt = 1,00 d3rr 920 mphWVnd Speed, Oa" Mean Relight, IPortlicI Enctosed. Exposure C, Kzt m L00 Grr i201 ll Wiled Speed, 15' Mean Hill Enclosed, Exposure D. Kzt m I,00 Far: 100 a:nh Wind Sneed. 15' MPcn Heinht.. Partlalty Encinsed.. Exnns-P D. Kzt m H.00 ua_(> f ' Uie Vt r UCC,11 rr_ e Grr,6, No 13racc= C) ' u..a d_" B:raca .+: CID 2x4 "L' Broad x 2) 2x4 'IL" Brace wre 2x6 "V_" Brace x i2D 2x6 "L" ®:race > G, a'Up A Group B Grov;p A Gruvp B Group A Group B Group A Group B Group A Group B SII it i ll>' 4" ;l," 7" :r i 7" 7" 8' 7- a, 11"' I0" 3' 10, G' 13" 6" 14' 0" 14' 0' 14, 0' h13' 4" V` b " 7" 1 a, 6" B" 0'" 10, 1" 10, 6" 13' 4" 13" 10"' 14' 0" 14" 0" S' iuta> 4` r f " 7' 7" 0' 9" 6"' a, 0" 10, 1" 10, 6' IT 4` 13, 0' 14' 0' 14' 0' r H 1 G Fi G 0" 6 7 Ei" 1` 10• 1" 10" 6" 11" I®' 12' ` 1n' o' 14' o' h a` 6" N` 4- 7" B, a, 8" 9" 0" 10' 4 10, 9' 3" 8' 14' 0' 14' 0` 14' 0' 7` 3" 7" 7" 6' 7' 0" 11"' 10" 3" 10, 0` 13" 6" 14" 0" 14" 0" 14' 0" l$ 4" 2" I 6" 0" 6' 4" 7" II" a' 6" I0' 2' 10, 7" a2" G" IT 4' 14' 0' 14' 0' St d I a" 0" 6' 4' 7" Il` w 6' 10' 2" 10' 7' 12` 5' 13' 4' 14, 0' 14' 0' 7' 0' 7" 6" 9" 6' 10" 2' 11" 0" III 0' Al 0' 14' 0' i 1 / 02 4" It- lo. 4- 0" 0" 9• 10` to, 3' 11, a. 12" 21 14' 0" 14' 0" 14° 0" 14" 01 S P B 1l;s 4" E " E3" i' 6` II" 9" p" 10` 1" 11' 7" 12' 1' W 0' 14' 0" 14' 0" 14' 0' II Stud 4" 0" Ill I` E3" 11 9' 1 10, 1" IF 71 12, 1' 14' 0" 14' 0' 14' 0" 14, 0" i S'tcrdc'rc a" £3" f," 7. G" 9" 31 9" 11" it, 7" 12, 1" 14' 0' 14' 0" 14' 0" 14' 0' 5" 1" E3" G" 0" 9" 9' it 10' 4" IP 10' 122' 4" 14' 0" 14' 0' 14" 0' 14' 0' C P 4" it, 13" 4' 0" S. 9' 10" to, 3" 11' 1B' 12, 2' 14" 0" 14' 0' IC 0' 14` 0' 4" 9" 7" 4" 7' 9" 9' 9" to, 2" 11" €3' 12' 1" 24' 0' 14' 0" 14' 0' H4" 0' y D F Staab a" 9" 7" a" 7" 9" 9" 9" 10, 2" 11, 1 12, 11 14' 0' 14' 0' 14" 0' 4" 0" S ard a° 01" 6• a' 6' 10" E' 7" 9" 2" It, 7' 12, 1" 13, 6' 14' 0' 14" 0' 14' 0' v Ill / P.2 9" 2' 9' 6' to' 10" 11. :11 It, tB" 13, G" 14' 0" 14' 0' 14' 0' 14, 01 a`$ S PI 13 Q " 1" 9" 0"' 9` 4" 10' €3" 111 1' 12, 9' 13' 3' 14' 0" Il4' 0" 14' 0' 14' 0' L3 U H F Stua9 G" ill 9' 0"' 9" a" 10" B" I" 1" 12' 9' IT 3" A' 0" 14' 0" Il4" 0' 14* 0' S' 1cr,,d'cr a 5" 1` F3' 0" a, 6" 10, 0" 11" 1" 12, 9- 13, 3" 14' 0' 14' 01 14' 0` 14, 0` X 3" 9" B" 10" 1l" I a" 4" 13" 0' 13, 6" 14" 0" 14' 0" 14' 0' 14' 0' C n" A" 2" 91 6" 10" 0" 1° 3" IF H" 13' 5` 14' 0' 14" 0' 14" 01' 14" 01 fl d1' 5" 3' ai'" 5" 9" 0" 10' 9" 11` 2" 32' 0' 13" 4" 14' 0" 34' 0" 14' 0' fl4" 0" S' tuJd 0" 10' 9" 11" 2" i2' to, IT 4` I4" 0" 14' 0` Ia` 01 14` 01 11" 9" 11" 30" 7' 12' 9" IT 3' 14' 0" Il4' 0' 1a" 0- 14" 0' Brocling Group Species and Grades= Group At S^ ruce-Pine-Fir HenI Ti/ 42 Standard' 02 Stud 43 Stud 1 1 113 S#andard Dauctlas Fir-Lmrch Southern Pinewxw na n3 It d stead Standard Standard Group I Her- rir IHH B B#r 41 Bou I Flr-(Larch Southern Pinewxw NH II] q2 N2 1x4 Braces shmlH be SRB (Stress -Rated Board).. wwror Ix4 So.. Pine use oroVy ndustrloV 55 or industrial 45 Stress -Rated Boards. 15-cup B values ;,& X be used wi#h these racl Gil Truss IDetolil Noiti l Wind Load defliectVon criterion is L/240. Provide uplift connections for 55 i lF over contllnuous bearing (5 ps.f IC Dead Load). Gable erd supports load from 4' 0" oultlookelrs wllt' n 2' 0" overhang, ar 12" plywood overhang. aynn Attach 1_" braces wli . 0d 012B'x3,0` min) nails. yy AboutI r Gab§ e T.r ass fl ,€ I M "L` 'tracer space nails at 2 a.c. 6' n10" end acmes and 4' o.c. between zones. 1 1 WWI (2)l "L' braces, space nails at 3" a,c. I I' xuor tl lr ra i^ ul 1ix.rli. 1 In HO' end Zones anal G" o.c.. betweer Zones. C: n tit 11 ix't 1 }" 'te? _= uF TM dcui: lvrd when 5'ir. ioncl 1 lEl" ' '1L" b.rmcng ,nust be a minimum of BID% of web b acc is v --d. .-'t / nanber length., o' Nx•r tl t. a' r= x 41 ti My,. wt p ' 13roce Gabie Ve r•a ical Ric to Sizes 1rVille' ao Yal l xHte. 15 44 /// /Vir K 1 Less thoroa1 1V t9e 1X4 orli2X3 Greater tP.an 4' 0V 3X4 1, tz :'er diimgonaH •` V n`alx:ui 1v :, r.l +, trat,es i xpVc 1f3'" a 1M i blly ac.x t ¢ r di 'ut1E t:Lot I 1 µas at 1+. Refer to Conran truss design For EEEpucN end. - pem7<, splice, and heetl Rla#es. i1t1} 1 T N doxntlinuous BSr, / W qr iq - Reber 'to the Bul'ldl.ng Des4'gner for conditions rT wt' I;, NT c=er chor weave v aae1, ! length., not addressed by ti71s detmit. a WAxNlNtiilaw IPF:MI ANb fIM.I.IiV At MVIES INI (HIS DRAWIWO I . • IMkP1tANIa• 1'IMNISI NV1II &t, (IN1xAS lW3.uN1NINSIALR' 4 REF ASCF7-p0-GAR14O15 ao a a C el'mr 1Felmr s iU Y b of LZS1 3a111 LG;m r i 1>F 1fc .a'lm by fiPH a. a S:cA) Fa safe O. 708 i _ DATE 10/01/$4 S I x .r lk..s 1 rt t - s I9 avio'e a c y t CIII Per ll s a a huh spa Iy i Had . 1-1-0 vlea r1 y mat co roar • FDR Ci A14Gl EyE1G1014 tltl .. I ly 1 tl ¢I 1' 16cCNt6Laro -1 Far {......e. oY late mI $ al. ; mr ' 3 1 p 1 u :t VV h 4 { ta11 '1rc1r@ta E1,7 lZ' o @0, a alapnllea'CAa. At;pnly p Va es . m .mch Fo a4 d e.. 1 .Usl'. i Metal]& ."Ianaea' a.herat5e, •i S AT 0 n F r w«. d.t,. 76aA C r¢ Y e d ,N Y. 'lla e•Q J L dw6 to al 11-W a tdil p { o a. g I c soal0 not 'be esamnsltae Far ny mevtailan Fr'pr. ••• A•l C l rrinacQ?VAi'nN.' L d a pcdla :. Gr" c romance lii, NN I'H 1. a;.r ear r rtNt.g, ..rhnming. 0 ,.••• a leiAX, TOT,. ED, 60 PSE IGT i IJa 1Li;.n X C taF5. u A eoV on tab dr alas ox• o ryog 11' { {IH d^oairp) Androte. ore ptmnc or I>rere3.!erwl S •••""•• \ 13723 Riverport Drive enraln crira a in JldWtysoketyroethedr4qahxnthenuititilitilQdu.c of this W-Ii l Suite 200 for any A-t a F. the six, Nl may or 4rmidna ae (Epee Per AN6I/'IMI I si,,c . 4rpr .f• I G Maryland Heights, MO 63043 - I f u a re Cis ,aos gltn:Mra1 etas Poge a Chace M8 slter_ 7 1UMAX.SPACING 24.0µn! a•'r, w :.•; ta;tv.ec.-,tl iiPt, m •.tl:tns ergy SBLA. •wa.sF.ctnoLs3ry.mrge 1LE, wr"w,3eesare.crg 10/17/2016 T Rein FoyMemb Go Tr Dab e Detail For Let -in Verticals Gable Truss Plate Sizes opropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of apped plates to span the web. 2X4 2X4 *22 Provide Connections for uplift specified on the engineered truss design Attach each 'T' reinforcing member with End Driven Nails IOd Common (0,148'x 3.',nin) Nails at 4' o.c. plus 4) nails in the top and bottom chords, Toenailed Nails Do Common (0.148'x3',min) Toenails at 4" o.c. plus 4) toenails in the top and bottom Chords, This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A120150510'14, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101p14, A14015ENC101014, A16015ENC101014, A1BO15ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENCi01014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIOIO14 S11515ENC100815, S12015ENC100815, S14015ENC100815, S16015ENC1D08]5, S18015ENC10GeI5, S20015ENC100815, S20015END100815, S20015PED100815, S11530ENC100815, S12030ENC100815, S14030ENC100815, S1603CENC100815, S18030ENC100815, S20030ENC100815, S2003CEND100815, S2003OPED100815 See appropriate Alpine gable detail for maximum unreinfo_p/l®q(ig1 vertical length. T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail) Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ "T" Brace Y. Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Vertical = 24'o.c. SP 03 T" Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 3V. = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Reinf. T" Mbr, Size Increase 2x4 30 2x6 20 WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT.. FURNISH THIS RAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V`'•l] •, L• REF LET -IN VERT I (\ EI IL)Il III III O IILIII\\\IIJII AN ITW COMPANY 13723 Riverport Drive Suite 200pMO Trusses require extreme core in fabricating, handling, shipping, installing and bracing. Refer to arw0 follow the late.t edition of BCSI (Building Component Safety Inforna tion, by Ti and SHCA) for sole practices prior to forrin these functions. Installers shall de ten bracin BCSIpergproNporarY9Per structural sheatwng and bpttpmUnlessnotedotherwise, top chord shall have properly att.. Forshallhaveaproperlyattochechedrigidceiling. Locations shown for permanent to terol restraint of as unless o Apply plates to each fashallhavebracingInstalsperBCSIsectionsthB7orDetails, of truss and position as shown above and on the Joint etall s, unless noted otherwise. Refer to drawings 160A-Z Gar standard plate positions. Alpine, a division of ITW Building Conponents Group Inc. shall not be responsible for any deviation fn this drawing, any foilure to build the truss in conFor nonce with ANSI/TPI 1, or for handling, shipping, installation 6 bra ing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering. responsibility solely for the design shown. The suitability and a of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 0' 7 8 i y S+ 0 s wI'• •[ 0 . C, •.,, ,,. a tJr \ 16 MAX. TOT, LD, 60 PSF DATE 10/01/14 DRWG GBLLETIN1014 D R. FAC. ANY MAX. SPACING 24,0MarylandHeights, M063043 For n i infornotion seethis job's general notes page and these web sites ALPINE w alpineitw ; TPIpw wtpinst.org; SBCA: w .sbcindustry.org; ICC! www.iccsQfe.org 0/17/2016 CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when n Continuous Lateral Restraint (CLR) or T-Reinf, is specified on o truss design but on alternative web L—Reinf orcement: or reinforcement method is desired. L-Reinf. Notes: This detail is only applicable for changing the specified CLR shown on single ply seated designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For, minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specif ied CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x(- 1 rovi 2 x 41. 1-2x6 2x6 2 rows 2x6 2-2x4(K) 2X8 1 row 2X6 i-2X8 2x8 2 rows 2x6 2-2x6() T-reinforcement; L-reinf orcement, or scab reinforcement to be some species and grade or 'better than weh member unless specified otherwise on 'Engineer's sealed design. i) Center scab on wide face of web. Apply (1) scab to each Face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinforcement Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. WARNING!.. READ AND FOLLOW ALL NOTES ON THIS BRAVING! IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require e.t.... core in fabricating, handling, shipping, inst,kIng and bracing. Refer to q v V Fcllow the lo- t edition r; BCSI <3u11ding Component Safety Information, e .. oral — cin for s f practices p r to performing these functions. Installers shall provide tenparary bracing per BCS. Unless 10'ed otherwise, top chard shall hove properly attoched structural sheathing and botton O shall hove n properly attoched rigid ceiling. Locations shorn for permanent lat... i restraint of j'I g j F{ s^,nllrh©ve b.racpog installed per 9CS7 sect4ons the J or RIC, os applicable. Apply plates to each fIILII IUI\\\VII II of t ss and tion os shown above and on the Joint De taiYs, unless noted otherwise. Referu too .ings 16OA-Z for s andcrd plot, positions. AN ITW COMPANY Alpine, o olvision of liW Budtling Components Group Inc. shah not be resnonsibte for ony deviation 1 this d" ,[;' any oil re to build the truss in confornonce .lth ANSI/TPI 1, or for hondling, shipping, instolla tmn 6 bra-ing 0. trusses. A s,al on this dro.ing or cover page listing this d—ig, indicates acceptance of professional 13723 Riverport Drive ,ngine,ring responsibility solely for the design shown. The suitability old u of this dr..ing Suite 200 for any structure is the responsibility of the Building Designer per ANSI/11`1 1 Sec.2. Maryland Heights, MO 63043 fo re information s e this job's general notes page and these reb sites: ALPINE: w r.olpineit eTPI 2.—Apinst.arg; SBCA: r ..sb,indus1,y.o,gi ICE: r sofe.org T- Reinf. L-Reinf. Scab t{ ITTIU rNfritrrrf/' Gw•• Sfi .,•';_ TC LL PSF REF CLR Sulost. 0. 708 1 TC DL PSF DATE 10/01/14 DRWG BRCLBSUB1014 zBCDLPSFS AT O F A, t •• •#. 42 16 BC LL PSF TOT. LD. PSF D UR. F A C . SPACING 10/ 17/2016 Commentary Camber may be built into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantages: Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs. Deflection and Camber L = Span of Truss (inches) D = Depth of Truss at Deflection Point (inches) Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Compensates for Jiff e•rent deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses Improves appearance of garage door headers and: other long spans that can appear to "sag." Avoids "dips" in roof ridgelines at the transition From the gable to adjacent clear span trusses In accordance with ANSI/TPI 1 the Building Designer, through -thee Construction Documents, shall provide the location; direction, and maonitu!de of all loads attributable to ponding that may occur due to the design of the roof drainage system The B-i Jing Designer shall also specify any dead load, live load, and in-service creep deflection criteria .'or flat or low -slope roofs subject to ponding loads. The amount oc camber is dependent on the truss type, Span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L /D) may be required to help control vibration. The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75" (horizontal) 1.25" (horizontal) Truss Type Recommended Camber Pitched Trusses 1,00 x Deflection from Actual Dead Load Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0.25 x Deflection from Live Load) + Actual Dead Load Flat Roof Trusses (0,25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) Note: The actual dead load may be considerably less than the design dead load. H. V ILJI o.MANITWCPn NYAN 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 WARNING!.= READ AND FOLLOW ALL NOTES UN THIS DRAWING! 3 IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a 0 require P trcne core in fobricoting, handling, shipping, instohing and 'oroc ing. Refer to follow the lo' est edition of 9CS1 (Bull ding Conpenent Safety ]nL crop tion, by TPI ontl SHCA) for s f y P ac(ices P — to Perforning these functions. lnsto!lers shall Provide temporary bracing per 1C unless opted otherwise, top chord snail have properly ottochea structural sheathing ontl bottom d:z sholl , properly attached rigid ceiling. Locotions shown for permanent IIt—, restraint of o all u's obe e Ping inste l lednPw staC Sl esec d an the J or BID,Details, as —less no APP!Y Plates to eachtrund ing, 1 D as s o op and on the .Joint netails, unless noted ptnarwisa. ReFer to dra.ings 160a-2 fpr on9ord Plate positions. Alpine. a divisipn of ]TV Duiiding Components Group Inc. shall not be r sponsible for any deviation is drawing, any failure to build the truss in conformance with ANS]/TPI 1, or for handling, shipping' i-sieNo tion E bracing of trusses onAslot this drawing or cover page listing this droving, indicates acceptance of professional engineering responsibility solely For the design shown. The suitability and use of this droning for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Se 2. For a infor„ation see this job's general notes Page ontl these web sites: ALPINE w ol Pine'rt wren; TPIe w.tpi-t.org; SHE.: w .sbcindustry,org; 1CC: w afe.org w. \ l t se , p D yQ, T08 { S ^ , v FAZnvvfw wAw V w. a TN•wS (, t f. N L/,Tyy 'y. hfMprll MI REF DEFLEC/CAMB DATE 10/O1/14 DRWG DEFLCAMB1014 10/17/2016 RECORD COPY x FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: R1116430 Street: 416 Elliott Ave City, State, Zip: Sanford , FL , 32771 Owner: Sokolowski Design Location: FL, Orlando 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area above grade (ftZ) Conditioned floor area below grade (ftZ) 7. Windows(473.2 sqft.) Description a. U-Factor: Dbl, U=0.65 SHGC: SHGC=0.35 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types (1940.0 sqft.) a. Slab -On -Grade Edge Insulation b. N/A c. N/A Glass/Floor Area: 0.244 Builder Name: Miller Construction Services LLC( SSAINFO&,D UILOjti0 Permit Office: Cityof Sanford Permit Number: 9 6_ 2 9 8 8; Jurisdiction: 691500 County:: Seminole (Florida Climate Zone 2RTM% New (From Plans) 9. Wall Types (2319.1 sqft.) Insulation Area Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 2140.40 ftZ b. Frame - Wood, Adjacent R=13.0 178.67 ftZ 1 c. N/A R= ftZ 3 d. N/A R= ftz 10. Ceiling Types (1940.0 sqft.) Insulation Area No a. Cathedral/Single Assembly (Unvented) R=20.0 1940.00 ftZ 1940 b. N/A R= ftZ 0 c. N/A R= ftZ 11. Ducts R ftZ Area a. Sup: Living Rm, Ret: Living Rm, AH: Garage 6 175 473.19 ftZ ftZ 12. Cooling systems kBtu/hr Efficiency a. Central Unit 46.0 SEER:16.00 ftZ 13. Heating systems kBtu/hr Efficiency ftZ a. Electric Heat Pump 46.0 HSPF:9.00 10.325 ft. 0.350 14. Hot water systems Insulation Area a. Electric Cap: 40 gallons EF: 0.970 R=0.0 1940.00 ftZ b. Conservation features R= ftZ None R= ftZ 15. Credits CF, Pstat Total Proposed Modified Loads: 58.45 PASSTotalBaselineLoads: 60.73 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. • yam PREPARED BY: DATE: 1111Z-16 I hereby certify that this building, with the Florida Energy Code.n OWNER/AGENT: DATE: 1X_-7 n compliance Review of the plans and specifications covered by tl calculation indicates compl with the Florida Energy Coi Before construction is com this building will be inspect compliance with Section 5E Florida Statutes. BUILDING OFFICIAL: DATE: 19 -5 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 11/7/2016 3:01 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2014 PROJECT Title: R1116430 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1940 Lot # Owner: Sokolowski Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Miller Construction Services L Rotate Angle: 0 Street: 416 Elliott Ave Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32771 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Entire House 1940 18042 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Dining 203 1887.9 No 0 1 Yes Yes Yes 2 Bedroom2 177 1646.1 No 1 1 1 Yes Yes Yes 3 Laundry 135 1255.5 No 0 1 Yes Yes Yes 4 Kitchen 310 2883 Yes 0 1 Yes Yes Yes 5 Living Rm 386 3589.8 No 0 1 Yes Yes Yes 6 Mwic 91 846.3 No 0 1 Yes Yes Yes 7, Master Suite 263 2445.9 No 2 1 1 Yes Yes Yes 8 Mbath 130 1209 No 0 1 Yes Yes Yes 9 Bath2 57 530.1 No 0 1 Yes Yes Yes 10 Bedroom3 165 1534.5 No 1 1 1 Yes Yes Yes 11 Wine 23 213.9 No 0 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Dining 37 ft 0 203 ft2 0 0 1 2 Slab -On -Grade Edge Insulatio Bedroom2 26.7 ft 0 177 ft' 0 0 1 3 Slab -On -Grade Edge Insulatio Laundry 5.3 ft 0 135 ft' 0 0 1 4 Slab -On -Grade Edge Insulatio Kitchen 12.7 ft 0 310 ft' 0 0 1 5 Slab -On -Grade Edge Insulatio Living Rm 36.3 ft 0 386 ft' 0 0 1 6 Slab -On -Grade Edge Insulatio Mwic 1 ft 0 91 ft' 0 0 1 11/7/2016 3:01 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2014 FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 7 Slab On -Grade Edge Insulatio Master Suite 42.3 ft 0 263 ft2 0 0 1 8 Slab On -Grade Edge Insulatio Mbath 34.7 ft 0 130 ft2 0 0 1 9 Slab On -Grade Edge Insulatio Bath2 6.3 ft 0 57 ft2 0 0 1 10SIab-On-Grade Edge Insulatio Bedroom3 13.7 ft 0 165 ft2 0 0 1 11SIab-On-Grade Edge Insulatio Wine 13.3 ft 0 23 ft2 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1999 ft2 242 ft2 Medium 0.9 No 0.65 No 0 14 ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1940 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Cathedral/Single Assembly (Unvented Dining 20 Blown 203 ft2 0.1 Wood 2 Cathedral/Single Assembly (UnventERbdroom2 20 Blown 177 ft2 0.1 Wood 3 Cathedral/Single Assembly (Unvented-aundry 20 Blown 135 ft2 0.1 Wood 4 Cathedral/Single Assembly (UnventecKitchen 20 Blown 310 ft2 0.1 Wood 5 Cathedral/Single Assembly (Unventddving Rm 20 Blown 386 ft2 0.1 Wood 6 Cathedral/Single Assembly (Unvented Mwic 20 Blown 91 ft2 0.1 Wood 7 Cathedral/Single Assembly (UnvenNdster Suite 20 Blown 263 ft2 0.1 Wood 8 Cathedral/Single Assembly (Unvented Mbath 20 Blown 130 ft2 0.1 Wood 9 Cathedral/Single Assembly (Unvented Bath2 20 Blown 57 ft2 0.1 Wood 10 Cathedral/Single Assembly (Unventdladroom3 20 Blown 165 ft2 0.1 Wood 11 Cathedral/Single Assembly (Unvented Wine 20 Blown 23 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space o 1 N Exterior Concrete Block - Ext Insul Dining 4 13 0 9 4 121.3 ft2 0 0 0.3 0 2 S Exterior Concrete Block - Ext Insul Dining 4 9 0 9 4 84.0 ft2 0 0 0.3 0 3 W Exterior Concrete Block - Ext Insul Dining 4 15 0 9 4 140.0 ft2 0 0 0.3 0 4 S Exterior Concrete Block - Ext InsdBedroom2 4 14 4 9 4 133.8 ft2 0 0 0.3 0 5 W Exterior Concrete Block - Ext InsdBedroom2 4 12 4 9 4 115.1 ft2 0 0 0.3 0 6 W Exterior Concrete Block - Ext Insul Laundry 4 5 4 9 4 49.8 ft2 0 0 0.3 0 7 N Exterior Concrete Block - Ext Insul Kitchen 4 4 4 9 4 40.4 ft2 0 0 0.3 0 8 E Exterior Concrete Block - Ext Insul Kitchen 4 8 4 9 4 77.8 ft2 0 0 0.3 0 11/7/2016 3:01 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Belo Space w 9 E Exterior Concrete Block - Ext InsuLiving Rm 4 16 8 9 4 155.6 ft2 0 0 0.3 0 10 W Exterior Concrete Block - Ext InsuLiving Rm 4 19 8 9 4 183.6 ft2 0 0 0.3 0 11 S Exterior Concrete Block - Ext Insul Mwic 4 1 0 9 4 9.3 ft2 0 0 0.3 0 12 N Exterior Concrete Block - Ext Insllaster Suite 4 16 4 9 4 152.4 ft2 0 0 0.3 0 13 E Exterior Concrete Block - Ext InsUaster Suite 4 8 0 9 4 74.7 ft2 0 0 0.3 0 14 W Exterior Concrete Block - Ext Insllaster Suite 4 18 0 9 4 168.0 ft2 0 0 0.3 0 15 N Exterior Concrete Block - Ext Insul Mbath 4 12 8 9 4 118.2 ft2 0 0 0.3 0 16 E Exterior Concrete Block - Ext Insul Mbath 4 13 4 9 4 124.4 ft2 0 0 0.3 0 17 S Exterior Concrete Block - Ext Insul Mbath 4 8 8 9 4 80.9 ft2 0 0 0.3 0 18 S Exterior Concrete Block - Ext Insul Bath2 4 6 4 9 4 59.1 ft2 0 0 0.3 0 19 S Exterior Concrete Block - Ext InsdBedroom3 4 13 8 9 4 127.6 ft2 0 0 0.3 0 20 N Exterior Concrete Block - Ext Insul Wine 4 5 4 9 4 49.8 ft2 0 0 0.3 0 21 E Exterior Concrete Block - Ext Insul Wine 4 5 0 9 4 46.7 ft2 0 0 0.3 0 22 S Exterior Concrete Block - Ext Insul Wine 4 3 0 9 4 28.0 ft2 0 0 0.3 0 23 N Garage Frame - Wood Dining 13 16 8 8 133.3 ft2 0.23 0.01 0 24 N Garage Frame - Wood Kitchen 13 5 8 8 45.3 ft2 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Kitchen None 46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, F Wall y # Ornt ID Frame Panes NFRC U-Factor SHGC 1 N 1 TIM Low-E Double Yes 0.65 0.35 2 W 3 TIM Low-E Double Yes 0.65 0.35 3 W 5 TIM Low-E Double Yes 0.65 0.35 4 N 7 TIM Low-E Double Yes 0.65 0.35 5 E 9 TIM Low-E Double Yes 0.65 0.35 6 E 9 TIM Low-E Double Yes 0.65 0.35 7 W 10 TIM Low-E Double Yes 0.65 0.35 8 N 12 TIM Low-E Double Yes 0.65 0.35 9 N 12 TIM Low-E Double Yes 0.65 0.35 10 W 14 TIM Low-E Double Yes 0.65 0.35 11 E 16 TIM Low-E Double Yes 0.65 0.35 12 E 16 TIM Low-E Double Yes 0.65 0.35 13 S 18 TIM Low-E Double Yes 0.65 0.35 14 S 19 TIM Low-E Double Yes 0.65 0.35 orientation. Overhang Area Depth Separation 60.0ft2 37ft0in 0ft2in 71.5ft2 1ft5in 0ft8in 30.0ft2 1ft5in 2ft6in 6.0ft2 2ft0in 0ft6in 20.1ft2 5ft4in 0ft6in 77.0ft2 5ft4in 0ft6in 107.2ft2 13ft0in 0ft2in 6.5ft2 1ft4in 2ft6in 6.7ft2 1ft4in 2ft6in 40.2ft2 13ft0in 0ft2in 15.0ft2 0ft0in 0ft0in 12.0ft2 1ft4in 0ft6in 6.0ft2 2ft0in 0ft6in 15.0ft2 2ft0in 0ft2in Int Shade Screening Drapes/blinds Exterior 5 Drapes/blinds Exterior 5 Drapes/blinds Exterior 5 Drapes/blinds None None None Drapes/blinds Exterior 5 Drapes/blinds Exterior 5 None None None None Drapes/blinds Exterior 5 Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds Exterior 5 11/7/2016 3:01 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 639.9 ft' 384 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000295 1503.5 82.54 155.23 .2157 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 46 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 46 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.97 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS v # Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Living Rm 6 175 ft2 Living Rm 75 ft' Default Leakage Garage (Default) (Default) 1 1 11/7/2016 3:01 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingjf j Jan Feb jf ]Mar j j A r j Ma X] Jun Xj Jul X] Aug Se [ Oct Nov j Dec HeatinfX Jan jX Feb fX] Mar j j Apr j j May j j Jun j j Jul j j Aug Sep [ Oct INov kijX Dec Ventin [ j Jan Feb X1 Mar X] A r [ Ma Jun j Jul j Au Se [ Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/ 7/2016 3:01 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 416 Elliott Ave, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 2140.40 ft2 b. Frame - Wood, Adjacent R=13.0 178.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Cathedral/Single Assembly (Unvented) R=20.0 1940.00 ft2 6. Conditioned floor area (ft2) 1940 b. N/A R= ft2 7. Windows** Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.65 473.19 ft2 11. Ducts a. Sup: Living Rm, Ret: Living Rm, AH: Garage R ft2 6 175 SHGC: SHGC=0.35 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 46.0 SEER:16.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 46.0 HSPF:9.00 Area Weighted Average Overhang Depth: 10.325 ft. Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1940.00 ft2EF: a. Electric 0.97 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home ACode ection. Otherwise, a new EPL Display Card will be completed based on inspliant fe S. Builder SignaDate: ell Address of N City/FL Zi : 327'y Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage ( EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638- 1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/ 7/2016 3:01 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft" Manual S Compliance Report Entire House Miller Construction Services LLC 8241 Via Bonita St, Sanford 32771 Phone: (407) 792-3955 For: Sokolowski 416 Elliott Ave, Sanford, FL 32771 Design Conditions Job: R1116430 Date: 11-07-16 By: TMN Outdoor design DB: 92.6°F Sensible gain: 33867 Btuh Entering coil DB: 77.3°F Outdoor design WB: 75.9'F Latent gain: 6155 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 40022 Btuh Indoor RH: 50% Estimated airflow: 1533 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Carrier or Eqv. Model: 25HNB648A0031+FE4ANF005L Actual airflow: 1533 cfm Sensible capacity: 34500 Btuh 102% of load Latent capacity: 11500 Btuh 187% of load Total capacity: 46000 Btuh 115% of load SHR: 75% Design Conditions Outdoor design DB: 44.2°F Heat loss: 29366 Btuh Entering coil DB: 69.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier or Eqv. Model: 25HNB648A0031+FE4ANF005L Actual airflow: 1533 cfm Output capacity: 46500 Btuh 158% of load Capacity balance: 32 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1533 cfm Output capacity: 10.0 kW 116% of load Temp. rise: 26 °F Meets are all requirements of ACCA Manual S. 2016-Nov-07 15,04,58 c wrightSOW Right -Suite® Universal 2017 17.0.10 RSU07440 Page 1Aa& ...C\aWork File\R1116430 - Sokolowski\R1116430.rup Calc = MJ8 Front Door faces: E 116430 wrightsofte Project Summary Job: 1107-16JSummaryDate: 11-07-16 Entire House By: TMN Miller Construction Services LLC 8241 Via Bonita St, Sanford 32771 Phone: (407) 792-3955 For: Sokolowski 416 Elliott Ave, Sanford, FL 32771 Notes: Load calculation was obtained from a digital copy of the CAD drawing. Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 °F Outside db 93 F Inside db 70 °F Inside db 75 F Design TD 26 °F Design TD 18 F Daily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Structure 25734 Btuh Ducts 3632 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 29366 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heating Coolingg Area (ftz) 1940 1940 Volume (ft3) 19014 19014 Air changes/hour 0.26 0.14 Equiv. AVF (cfm) 82 44 Heating Equipment Summary Make Carrier or Eqv. Trade Split HP Model 25H N B648AO031 AHRI ref 7974428 Efficiency 9 HSPF Heating input Heating output 46500 Btuh @ 47°F Temperature rise 28 F Actual air flow 1533 cfm Air flow factor 0.052 cfm/Btuh Static pressure 0 in H2O Space thermostat Capacity balance point = 32 °F Backup: Aux. Heat Input = 10 kW, Output = 34121 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 27831 Btuh Ducts 2623 Btuh Central vent (0 cfm) 0 Btuh Blower 3413 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 33867 Btuh Latent Cooling Equipment Load Sizing Structure 4194 Btuh Ducts 1962 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 6155 Btuh Equipment total load 40022 Btuh Req. total capacity at 0.75 SHR 3.8 ton Cooling Equipment Summary Make Carrier or Eqv. Trade Split HP Cond 25HNB648AO031 Coil FE4ANF005L AHRI ref 7974428 Efficiency 12.5 EER, 16 SEER Sensible cooling 34500 Btuh Latent cooling 11500 Btuh Total cooling 46000 Btuh Actual air flow 1533 cfm Air flow factor 0.050 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t WCI 11t5Oft' 2016-Nov-0715:04:58 l Right -Suite® Universal 2017 17.0.10 RSU07440 Page 1 C\aWork File\R1116430 - Sokolowski\R1116430.rup Calc = MJ8 Front Door faces: E wrightsoft, Right-J® Worksheet Entire House Miller Construction Services LLC 8241 Via Bonita St, Sanford 32771 Phone: (407) 792-3955 Job: R1116430 Date: 11-07-16 By: TMN 1 Room name Entire House Dining 2 Exposed wall 229.3 ft 37.0 ft 3 Room height 9.3 ft 9.3 ft heat/cool , 4 Room dimensions 1.0 x 203.2 ft 5 Room area 1940.0 ft2 203.2 ft' Ty Construction U-value Or HTM Area (ft Load Area (ft Load number Btuh/W °F) Btuh/ft or perimeter (ft) Btuh) I or perimeter (ft) Btuh) Heat Cool Gross I N/P/S Heat I Cool I Gross I N/P/S Heat I Cool 6 . 13A-40cs' 4A3-2obd 4B346"° 4133-2fb_zr: 13A-4ocs 10D-b 4A3-2ob 4B3-2fb 4B3-2fb 4A 3-2ob 4A3-2ob 4A3-2obd 4A3-2obd 0.143 a 3.69 2.85 0.650 a 16.77 20.83 0.650 a 16.77 24.23 0.650 a 16.77 40.75 0.650 a 16.77 38.46 0.14 s 3.69 65 0 650 s 16.77' 15 30 0.143 w 3.69 2.85 0.650 w 16.77 36.67 0.650 w 16.77 35.20 0.650 w 16.77 15.30 0.650 w 16.77 15.30 I•q.WA IA 3 1303 10011 2 337 419 5 1292 1867 0 252 611 1 201 461 1198 i 674 1798 1 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 84 84 309 239i o o,. 40 68 251 194 0 0 0 0 71 5 1198 2516 0 0 0 0 0 0 0 0 03 203 297 328 0 „4.. 0 0 0 03 37 944 0 61 c) AED excursion 13606 1 1 981 Envelope loss/gain 23405 22806 4234 5352 12 a) Infiltration 2329 855 376 138 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 3250 0 Subtotal (lines 6 to 13) 25734 27831 4610 5490 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25734 27831 4610 5490 15 Duct loads 14% 9% 3632 2623 14% 9% 651 517 Total room load 29366 30454 5260 6007 Air required (cfm) 1533 1533 275 302 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed wrlghtsOft* 2016-Nov-0715:04:58 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 1 C\aWoric File\R1116430 - Sokolowski\R1116430.rup Calc = MJ8 Front Door faces: E wrightsoftRight-J® Worksheet Entire House Miller Construction Services LLC 8241 Via Bonita St, Sanford 32771 Phone: (407) 792-3955 Job: R1116430 Date: 11-07-16 By: TMN 1 Room name Bedroom2 Laundry 2 Exposed wall 26.7 ft 5.3 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 12.3 x 14.3 ft 1.0 x 134.8 ft 5 Room area 176.8 ft' 134.8 ft' Ty Construction U-value Or HTM Area (ft Load Area (ft Load number BtuwW °F) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat I Cool Gross I N/P/S Heat I Cool 6 W13A 4QC3 4A3- 20bd 4B3- 2fb 483- 2Eb 11 ,... 4B3-2fti'. W 13A-flocs 10D- b 4A3- lob 4B3- 2fb 4B3- 2fb V 13A-flocs 4A3- lob 46 2fb W 13A-4ocs 4A3- 2ob 4A3- lob 4A3- 2obd 0. 143 a 3.69 2.85 0 0. 650 a 16.77 20.83 0 0. 650 a 16.77 24.23 0 0. 650 a 16.77 40.75 0 0. 650 a 1677 38.46 0 0143 3 69 2.86 R 133 Q65Q s 1f 77 15,30 0 0650 s 1677 17.00-...Q 0. 143 w 3.69 2.85 115 0. 650 w 16.77 36.67 30 0. 650 w 16.77 35.20 0 0. 650 w 16.77 15.30 0 0. 650 w 16.77 15.30 0 0. 091 US 1 A8 0 0. 350 ri -: 9.03 10,90' 0 0. 408 1:46 1.61 177 0. 408 1A6' t:81 0 0. 989 25.52 0.00 177 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0' 0 0 0 0 0 380 0 0 0 S N,;O` 0 0 0" 0 0 0 0 u 4 0'. 242 50 50 183 142 1100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 61 c) AED excursion 1459 1 1 31 Envelope loss/gain 2246 2467 516 327 12 a) Infiltration 271 99 54 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/ other 0 500 Subtotal ( lines 6 to 13) 2517 2796 570 847 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2517 2796 570 847 15 Duct loads 14% 9% 355 263 14% 9% 80 80 Total room load 28721 3059 651 927 Air required (cfm) 1501 154 34 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2016-Nov-07 15*04:58 Right - Suite® Universal 2017 17.0.10 RSU07440 Page 2 C\ aWork File\R1116430 - Sokolowski\R1116430.rup Calc = MJ8 Front Door faces: E Ffi- wrightsoftRight-M Worksheet Entire House Miller Construction Services LLC 8241 Via Bonita St, Sanford 32771 Phone: (407) 792-3955 Job: R1116430 Date: 11-07-16 By: TMN 1 Room name Kitchen Living Rm 2 Exposed wall 12.7 ft 36.3 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 5 Room dimensions Room area 1. 0 x 309.7 ft 309. 7 ft' 1. 0 x 387.3 ft 387. 3 ft' Ty Construction U-value Or HTM Area M Load Area (ft Load number Btuh/ft? °F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat Cool 6 13A-0ocs 4A3- 2obd 4B32tb 4B3- 26- 1 i saB3-2fb. 13A- 4ocs 10D- b 4A3- lob 4B3. 2fb 4B3- 2fb 4A3- 2ob 4A3- lob 4A3- 2obd 4A 3-2obd 0. 143 a 3.69 2.85 78 78 286 221 155 58 213 165 0. 650 a 16.77 20.83 0 0 0 0 20 12 337 419 0. 650 a 16.77 24.23 0 0 0 0 77 45 1292 1867 0. 650 a 16.77 40.75 0 0 0 0 0 0 0 0 0. 650 a 16.77 38.46 0 0 0 0 0 0 0 0 U 143 s 3:6Q 2 85 N 0 0 0 0 0 0 0 Q 650 s 16:77 15 30 0 0 0' 0"' 0 0 0 0 D 650,a 16' 77 f7 00 0 0 0 0 0 f. s.fl 0. 143 w 3.69 2.85 0 0 0 0 183 76 279 216 0. 650 w 16.77 36.67 0 0 0 0 0 0 0 0 0. 650 w 16.77 35.20 0 0 0 0 0 0 0 0 0, 650 w 16.77 15.30 0 0 0 0 0 0 0 0 0. 650 w 16.77 15.30 0 0 0 0 107 107 1798 1640 Yll I]i 61 c) AED excursion 1-108 1 1 1427 Envelope loss/gain 1561 1077 5412 6358 12 a) Infiltration 129 47 369 136 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1800 950 Subtotal ( lines 6 to 13) 1689 2924 5781 7443 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1689 2924 5781 7443 15 Duct loads 14% 9% 238 276 14% 9% 816 701 Total room load 1928 3200 6597 8145 Air required (cfm) 101 161 344 410 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1ghtSoR 2016-Nov-07 15:e 3 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 3 C\ aWork File\R1116430 - Sokolowski\R1116430.rup Calc = MJ8 Front Door faces: E wrightsofk' Right-J® Worksheet Entire House Miller Construction Services LLC 8241 Via Bonita St, Sanford 32771 Phone: (407) 792-3955 Job: R1116430 Date: 11-07-16 By: TMN 1 Room name Mwic Master Suite 2 Exposed wall 1.0 ft 42.3 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 5 Room dimensions Room area 6.3 x 14.3 ft 90.8 ft' 1.0 x 263.0 ft 263.0 ft2 Ty Construction U-value Or HTM Area (ft Load Area (ft Load number Btuh/W °F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool 6 A V13A ioCS 4A3 2obd 4B32fb'•' 14B32ft) , 13A-4ocs 10D-b 4A32ob 4B3-2fb 4B3-2fb k13A flocs 4A3-lob 4B3.2fb' 13AAocs 4A32ob 4A32ob 4A32obd 4A32obd 0. 143I e I 3. 69I 2. 0.650 a 16.77 20. 0.650 a 16.77 24. 0.650 a 16.77 40. 0.143 w 3.69 0.650 w 16.77 0.650 w 16.77 0.650 w 16.77 0.650 w 16.77 0091 235 0350µn`9.03 0.4081 1.46 0 0 0 0 74 74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 27 0 0 o._ Q. d.n. 0 Y 4 Q 0 0,. o m fl,._, 0 0 0 0 w, 167 q 127 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 40 0 0 0 0 0 0 TMIN JQ 20M 0 1339191 146 263 263 91 1 26 0 263 42 274 212 0 0 0 0 0 0 0 0 0 0' p 0 469 363 0 0 0 0 674 615 0 0 10801 01 61 c) AED excursion 6 760 Envelope loss/gain 192 167 3615 3017 12 a) Infiltration 10 4 430 158 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 203 170 4045 3635 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 203 170 4045 3635 15 Duct loads 14% 9% 29 16 14% 9% 571 343 Total room load 231 186 4616 3977 Air required (cfm) 12 9 241 200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft~ 2016-Nov-07 15:04:58 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 4 C\aWork File\R1116430 - Sokolowski\R1116430.rup Calc = MJ8 Front Door faces: E wrightsoft Right-M Worksheet Entire House Miller Construction Services LLC 8241 Via Bonita St, Sanford 32771 Phone: (407) 792-3955 Job: R1116430 Date: 11-07-16 By: TMN 1 Room name Mbath Bath2 2 Exposed wall 34.7 ft 6.3 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 5 Room dimensions Room area 1.0 x 129.6 ft 129.6 ft2 9.0 x 6.3 ft 57.0 ft' Ty Construction U-value Or HTM Area (M Load Area (M Load number Btuh/W -F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool 6 13A'-0oos 4A3=2obd 4B3-2fb 4B332fb 11 A632fb_' 13A-4ocs 10D-b 4A3-2ob 4B3-2fb 4B3-2fb 13A-flocs' 4A3-2ob' 4B3-21`b,,, 13AAocs 4A3-lob 4A 3-2ob 4A 3-2obd 4A 3.2obd 0.143 a 3.69 2.85 124 97 358 277 0 0 0 0 0.650 a 16.77 20.83 0 0 0 0 0 0 0 0 0.650 a 16.77 24.23 0 0 0 0 0 0 0 0 0.650 a 16.77 40.75 15 0 252 611 0 0 0 0 0.650 a 16.77 38.46 12 1 201 461 0 0 0 0 0143 s u 3 69' 2 85 81 81 297 230 59 53195 151 0 650 s 16 77-3,153415 t 0 0 0 0 0 0 0 0 0 QSQ s " 16 77=.,? 00 0 0 6 6 101 102 0.143 w 3.69 2.85 0 0 0 0 0 0 0 0 0.650 w 16.77 36.67 0 0 0 0 0 0 0 0 0.650 w 16.77 35.20 0 0 0 0 0 0 0 0 0.650 w 16.77 15.30 0 0 0 0 0 0 0 0 0.650 w 16.77 15.30 0 0 0 0 0 0 0 0 0. 0.001 1 01 571 61 1621 01 61 c) AED excursion 1200 1 1 13 Envelope loss/gain 2616 2324 541 332 12 a) Infiltration 352 129 64 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2968 2453 605 355 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2968 2453 605 355 15 Duct loads 14% 9% 419 231 14% 9% 85 33 Total room load 3387 2685 690 389 Air required (cfm) 177 135 36 20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrirghts Dft" 2016-Nov-07 15:04:58 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 5 C\aWork File\R1116430 - Sokolowski\R1116430.rup Calc = MJS Front Door faces: E wrightsoft' Right-JO Worksheet Entire House Miller Construction Services LLC 8241 Via Bonita St, Sanford 32771 Phone: (407) 792-3955 Job: R1116430 Date: 11-07-16 By: TMN 1 Room name Bedroom3 Wine 2 Exposed wall 13.7 ft 13.3 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 164.6 ft 1.0 x 23.3 ft 5 Room area 164.6 ft' 23.3 ft' Ty Construction U-value Or HTM Area (ft Load Area (ft Load number Btuh/ft? °F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool 6 13A flocs 0143 n 3 69 2 85 z 0 0 0 0 50 50 M 142 4A3 2obd ' t 3 AIN4 l? 650 n A «16d77"15.30 0 0 0 p 0 0 0 0 4B3-2fb 0 650 n 16 77 18 76 0 a 0 M 0 0 0 0 0 0; E... 11 w t..0.850 ri..,16506T7+. t17 00 0 a 0 00 0 -': 0 Ww.. ' 0 r) 13A-4ocs 0.143 a 3.69 2.85 0 0 0 0 47 47 172 133 1OD-b 0.650 a 16.77 20.83 0 0 0 0 0 0 0 0 4A3-2ob 0.650 a 16.77 24.23 0 0 0 0 0 0 0 0 463-2fb 0.650 a 16.77 40.75 0 0 0 0 0 0 0 0 4B3-2fb 0.650 a 16.77 38.46 0 0 0 0 0 0 0 0 13A-0ocs _ 4A 3-lob - t 0 143 0 650 s s 3 69 16.77 2 85 15 127 15 s 112 15 414 252 320 229 28 0 28 0 101 0 80 0 0650 17OQ 0 1 M i,,'E 0 r a 0 0 0w, 4832fb 13A-4ocs 0.143 8,-,.16.7T w 3.69 2.85 0 0 0 0 0 0 0 0 0 4A3-2ob 0.650 w 16.77 36.67 0 0 0 0 0 0 0 0 4A3-2ob 0.650 w 16.77 35.20 0 0 0 0 0 0 0 0 4A3-2obd 0.650 w 16.77 15.30 0 0 0 0 0 0 0 0 4A3-2obd 0.650 w 16.77 1530 0 0 0 0 0 0 0 0 12C Osw z , r 0 091 2 35 1 48 184 k 184 366 243 0 0 0 o D 11N0 • ._ . Q 350, 4..r 9:03' 10: 0 0 0 0 0 0° 0 0 C 16X19-Oad 0.408 1.46 1.61 165 165 240 265 23 23 34 38 C,.,, t3 1:48` 0 '....,... 0.. F 22A-cpl 0.989 25.52 0.00 165 14 349 0 23 13 340 0 A. w........ aY s r .., u..... ew x6 .r ...... iai yr. ..... x...,, A v. u duwuzca w< , yq Y. Y ` yN w 6 _.i rM """, unx,.,tzmv x,.uue..,.h ._ t,m.,e.,.. ..... k vzra,ma,a. r ...... r a..wc,.,eF.. aM>,«,: 1,IB,.Na.'S, mn.._ i.?.. u,,,:,,, t,..,, t'•i v:; Ark>a, ID„Y. e.....a-.. xa..x-:•ki+vA,,.,.,. „ 5 ., ,- kmew=;-.;: a....u+_,...._ idol>'l.Y.rik^.xtt Y.h,,` Ri.'.u.»d,» e,";'P'n...e.e t..z?5. z, ....,,,, x µ. 1or .•• +.. deffi'FCt7f rfit aZi.'.' aS73a.fr€<. fi.,. a, 6 c) AED excursion 48 16 Envelope loss/gain 1640 1010 832 376 12 a) Infiltration 139 51 135 50 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1779 1291 967 425 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1779 1291 967 425 15 Duct loads 14% 9% 251 122 14% 9% 137 40 Total room load 2030 1412 1104 465 Air required (cfm) 106 71 58 23 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsDft' 2016-Nov-07 15:04:58 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 6 C\aWortc File\R1116430 - Sokolowski\R1116430.rup Calc = MJ8 Front Door faces: E RECORD COPY N m w Cl N N N ti O i N C ca N N N N O - V O N n N U _ O .c O_ cc . + Q V Q O O w V O . z _O O co _ cn:: E ELECTRICAL LOAD CALCULATIONS BASED ON N.E.C. ARTICLE 220-30 NEC) UNIT SQUARE FOOTAGE EQUIPMENT SERVED LOAD IN WATTS GENERAL LIGHTING AJM SO. FT. 0 3 WATTS PER SQ FT ............. 9.462 COOKTOP. 10.000 DISHWASHER 5.000 DISPOSAL 4,500 DRYER. . :.*::::::::::::::::::::.*.,., 6.000 MICROWAVE 1000 OVEN 1:000 SMALL APPLIANCE LOAD 2.000 WATER HEATER 1.840 TOTAL 40.802 CALCULATIONS PER N.E.C. 220-30 FIRST 10.000 WATTS 0 IOOX 10.000 REMAINDER OF WATTS 0 4OX I2,321 H.V.A.C. LOAD 0 lOOX ......................... 6,000 ELECTRIC HEAT 0 IOOX 10.000 TOTAL UNIT (WATTS) ................... 38.321 2- AMIJM - 159.7 AMPS 40 -VOLTS THIS UNIT WILL REQUIRE A 200* AMP 2' 3-410 A=. RISER DIAGRAHAM FOR 200 AMP SERVICE sama ey Paqm co. TO EX15T. MUNICIPLE mvIL LAV. i KITCHEN SINK DRAINAGE 150. NOT TO SCALE IL LAV. Lmv I OO RECORD COPY Code Compliance Research Report CCRR-1011 Valued Quality. Delivered. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation SWD URETHANE 540 S. DREW STREET GMESA, ARIZONA 85210 480) 969-8413 www.swdurethane.com technical(&swdurethane.com # 1 6 2 9 8 Report Subject: SWD QUIK-SHIELD® 1106, AND SWD QUIK-SHIELD® 1 112 SPRAY -APPLIED POLYURETHANE FOAM INSULATION 1.0 SCOPE OF EVALUATION This Research Report addresses compliance with the following Codes: 2015, 2012 and 2009 International Building Code® (IBC) 2015, 2012 and 2009 International Residential Code® IRC) 2015, 2012 and 2009 International Energy Conservation Code® (IECC) 2015, 2012 and 2009 International Mechanical Code® IMC) The SWD Quik-Shield® 1 106 and SWD Quik-Shield® 1 112 insulations have been evaluated for the following properties: Surface -burning characteristics Physical properties Thermal resistance (R-values) Air permeability Vapor permeance Alternatives to ignition barriers Alternatives to thermal barriers Use in Types I, 11, III and IV construction Use in Type V construction Duct insulation See Table 1 for applicable Code sections related to these properties. NOTE: This report references 2015 Code sections with [2012 and 2009] code sections shown in parenthesis where they differ. 2.0 USES SWD Quik-Shield® 1 106 and SWD Quik-Shield® 1 112 insulations have been evaluated for use in Types I, II, III, IV and V construction and for the properties noted in Section 1.0 and Table 1. The insulation is a nonstructural thermal Re -Issue Date: 02-01-2016 Renewal Date: 01-01-2017 insulating material for use on or in interior and exterior walls, floors and roofs. The insulation may be used as air -impermeable insulation as described in Sections 3.1.4 and 3.2.4. Quik-Shield® 1 112 insulation may be used where a Class II vapor retarder is required under IBC Section 1405.3, IRC Section R702.7 [R601.3]. 8 Quik-Shield® 1 112 insulation may be used in exterior walls in Types I, II, III or IV construction (IBC) when the wall construction is in accordance with Section 4.5. SWD Quik-Shield® 1 106 and SWD Quik-Shield® 1 112 insulations may be used as duct insulation material when installed as described in Section 4.6 Use of the insulation in fire -resistance -rated construction is outside the scope of this report. 3.0 DESCRIPTION 3.1 SWD Quik-Shield® 1 106: 3.1.1 General: SWD Quik-Shield® 1 106 is a two component, open -cell, foam plastic insulation. The insulation is produced in the field by combining Component A with resin Component B, resulting in insulation with a nominal density of 0.5 pcf. The insulation components have a shelf life of six months when stored at temperatures between 50°F and 80°F before installation. 3.1.2 Surface -burning Characteristics: The insulation, at a maximum thickness of 4 inches and a nominal density of 0.5 pcf, has a flame spread index of 25 or less and a smoke - developed index of 450 or less when tested in accordance with ASTM E84. SWD Quik-Shield® 1 106 can be installed at greater thicknesses as described in Sections 4.3 and 4.4.2. When the insulation is separated from the interior living space of the building with minimum 1/2 inch thick gypsum board, the maximum thickness is not limited. Under the 2015 IRC, a thermal barrier of minimum 23/32 inch thick wood structural panel is also permitted and the thickness is not limited. 3A.3 Thermal Resistance (R-value): The insulation has thermal resistance (R-value), at a mean temperature of 75°F, as shown in Table 2. 3.1.4 Air Permeability: The insulation, at a minimum thickness of 3.5 inches, is considered air -impermeable insulation in accordance with 2015 IBC Section 1203.3 [not applicable in the 2012 and 2009 IBC], or IRC Section 130 Derry Court • York, PA 17406 www.intertek.com/building/ Ar<nitectural Testing ' ate PCA-101 Code Compliance Research Report CCRR-1011 R806.5 [2009 - R806.4] based on testing in accordance with ASTM E283. 3.2 SWD Quik-Shield®I 112: 3.2.1 General: SWD Quik-Shield® 1 112 is a two -component foam plastic insulation. The insulation is produced in the field by combining Component A and resin Component B, resulting in insulation with a nominal density of 2.0 pcf. The insulation components have a shelf life of six months when stored at temperatures between 50°F and 80°F before installation. 3.2.2 Surface -burning Characteristics: The insulation, at a maximum thickness of 4 inches and a nominal density of 2.0 pcf, has a flame spread index of 25 or less and a smoke - developed index of 450 or less when tested in accordance with ASTM E84. SWD Quik-Shield® 1 112 can be installed at greater thicknesses as described in Sections 4.3 and 4.4.2. When the insulation is separated from the interior living space of the building with minimum 1/2 inch thick gypsum board, the maximum thickness is not limited. Under the 2015 IRC, a thermal barrier of minimum 23/32 inch thick wood structural panel is also permitted and the thickness is not limited. 3.2.3 Thermal Resistance (R-value): The insulation has thermal resistance (R-value), at a mean temperature of 75°F, as shown in Table 3. 3.2.4 Air Permeability: The insulation, at a minimum thickness of 1 inch, is considered air -impermeable insulation in accordance with 2015 IBC Section 1203.3 [not applicable in the 2012 and 2009 IBC], or IRC Section R806.5 [2009 - R806.4] based on testing in accordance with ASTM E2178. 3.2.5 Vapor Permeance: SWD Quik-Shield® 1 112, at a minimum thickness of 1.2 inches, is a Class II vapor retarder in accordance with IBC Section 202, IRC Section R202, based on testing in accordance with ASTM E96 (desiccant method). 3.3 Intumescent Coatings: 3.3.1SWD Quik-Shieldol 1500 IC: SWD Quik-Shield® 1 1500 IC is an intumescent coating supplied by SWD Urethane. The coating has a shelf life of six months when stored in a factory -sealed container at temperatures between 50°F and 80°F. 3.3.2 DC 315 Intumescent Coating: DC 315 intumescent coating, manufactured by IFTI, Paint to Protect, is a water -based coating supplied in 5-gallon pails and 55-gallon drums. The coating material has a shelf life of 24 months when stored in factory -sealed containers at temperatures between 41°F and 95°F. DC 315 is an Intertek certified product. 4.0 INSTALLATION 4.1 General: Page 2 of 7 The insulation must be installed in accordance with the manufacturer's published installation instructions, the applicable Code and this Research Report. The installation requirements in Sections 4.1 through 4.4 apply to all Types of construction. Section 4.5 applies to use of SWD Quik- Shield® 1 112 in Types I, II, III and IV construction. The insulation must be stored at temperatures between 50°F and 80°F and must not be used in areas that have a maximum service temperature greater than 180°F (except as permitted in Section 4.5 for use on ducts.) The foam plastic insulation must not be used in electrical outlet or junction boxes or in contact with rain or water. The substrate must be free of moisture, frost or ice, loose scales, rust, oil, and grease. The insulation must be protected from the weather during and after application, unless approved specifically by SWD Urethane. The manufacturer's published installation instructions must be available on the jobsite at all times during installation. 4.2 Application: The insulation is spray -applied on the jobsite using spray equipment specified in SWD Urethane's published installation instructions. Quik-Shield® 1 106 can be installed in one pass to the maximum thickness. Where multiple passes are required the cure time between passes is negligible. Quik-Shield® 1 112 can be installed in one or more passes in thicknesses up to 3 inches per pass to achieve the maximum thicknesses specified in this report. Each pass must be allowed to fully expand prior to application of additional passes. Where used as an air -impermeable insulation, such as in unvented attic spaces in accordance with 2015 IBC Section 1203.3 or IRC Section R806.5 [2009 - R806.4], the insulation must be installed at a minimum thickness of 1 inch for Quik-Shield® 1 112 and 3.5 inches for Quik-Shield® 1106. 4.3 Thermal Barrier: 4.3.1 Application with a Prescriptive Thermal Barrier: The insulation must be separated from the interior of the building by an approved thermal barrier of 1/2 inch thick gypsum wallboard or an equivalent 15-minute thermal barrier complying with IBC Section 2603.4 or IRC Section R316.4, as applicable, except where installation is in an attic or crawl space as described in Section 4.4. When the insulation is separated from the interior living space of the building with minimum 1/2 inch thick gypsum board, the maximum thickness is not limited. Under the 2015 IRC, a thermal barrier of minimum 23/32 inch thick wood structural panel is also permitted and the thickness is not limited. 4.3.2 Application without a Prescriptive Thermal Barrier: SWD Quik-Shield® 1 106 and SWD Quik-Shield® 1 112 may be installed without the 15-minute thermal barrier prescribed in IBC Section 2603.4 and IRC Section R316.4, when A130 Derry Court • York, PA 17406 www.intertek.com/building/ A-hitect-1 Tenting o PCA-101 Code Compliance Research Report CCRR-1011 installed as described in this section. The thickness of the foam plastic insulation applied to the underside of the roof sheathing, floors, and walls must not exceed 11-1/4 inches. The foam plastic must be covered on all surfaces as follows: SWD Quik-Shield® 1 106 must be covered with 24 wet mils of DC315 intumescent coating. SWD Quik-Shield® 1 112 must be covered with 20 wet mils of DC315 intumescent coating The coating must be applied over the insulation in accordance with the coating manufacturer's instructions and this report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with adhesion of the coating. The coating is applied with low-pressure airless spray equipment. 4.4 Attics and Crawl Spaces: 4.4.1 Application with a Prescriptive Ignition Barrier: Where SWD Quik-Shield® 1 106 and SWD Quik-Shield® 1 112 insulations are installed within attics or crawl spaces, and where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 or IRC Sections R316.5.3 and R316.5.4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable Code, and must be installed in a manner so that the foam plastic insulation is not exposed. The insulation, as specified in this section, may be installed in unvented attics and unvented enclosed rafter assemblies in accordance with 2015 IBC Section 1203.3 or IRC Section R806.5 [2009 — R806.4]. 4.4.2 Application without a Prescriptive Ignition Barrier: SWD Quik-Shield® 1 106 and SWD Quik-Shield® 1 112 insulations may be installed in attics and crawl spaces without the ignition barrier prescribed in IBC Section 2603.4.1.6, and IRC Sections R316.5.3 and R316.5.4, as described in Sections 4.4.2.1, 4.4.2.2, 4.4.2.3, 4.4.2.4 and 4.4.2.5, subject to the following conditions: a. Entry to the attic or crawlspace is only to service utilities and no storage is permitted. b. There are no interconnected attic or crawl space areas. c. Air in the attic is not circulated to other parts of the building. d. Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806.1, as applicable, except when insulation is permitted in unvented attics in accordance with 2015 IBC Section 1203.3 [not applicable under the 2012 or 2009 IBC], or IRC Section R806.5 [2009 — R806.4]. e. Under -floor (crawl space) ventilation is provided in accordance with IBC Section 1203.5 [1203.3] or IRC Section R408.1, as applicable. f. Combustion air is provided in accordance with IMC International Mechanical Code®) Section 701 [Sections 701 and 703]. Page 3 of 7 The insulation may be installed in unvented attics as described in this section in accordance with 2015 IBC Section 1203.3 or IRC Section R806.5 [2009 — R806.4], when applied at a minimum thickness of 1 inch for Quik- Shield® 1 112 and 3.5 inches for Quik-Shield® 1106. 4.4.2.1 Assembly No. 1: SWD Quik-Shield® 1 106 insulation maybe applied to the underside of roof sheathing, to roof rafters and to walls; and in crawl spaces; the insulation may be spray -applied to the underside of wood floors and to walls, as described in this section. The thickness of the foam plastic applied to vertical surfaces must not exceed 7-1/2 inches, and the thickness applied to the underside of the wood floor or roof sheathing must not exceed 11-1/2 inches. The foam plastic must be covered with SWD Quik-Shield01500 IC coating, applied in accordance with the SWD Urethane instructions, at a minimum application rate to provide a minimum 18-mil wet film coating. Surfaces to be coated must be dry, clean and free of dirt, loose debris and any other substances that could interfere with adhesion of the coating. The coating is applied with a roller, brush, or spray equipment and must be applied when ambient and substrate temperatures will be above 50eF for at least two hours after application. The ignition barrier required by IBC Section 2603.4.1.6 and IRC Sections R316.5.3 and R316.5.4 may be omitted. 4.4.2.2 Assembly No. 2: SWD Quik-Shield® 1 112 insulation may be applied to the underside of roof sheathing, to roof rafters and to walls; and in crawl spaces; the insulation may be spray -applied to the underside of wood floors and to walls, as described in this section. The thickness of the foam plastic applied to vertical surfaces must not exceed 5-1/2 inches, and the thickness applied to the underside of the wood floor or roof sheathing must not exceed 9-1/2 inches. The foam plastic is not required to be coated. The ignition barrier required by IBC Section 2603.4.1.6 and IBC Sections R316.5.3 and R316.5.4 may be omitted. 4.4.2.3 Crawl Spaces: In crawl spaces, SWD Quik-Shield® 106 may be applied to the underside of floors and to walls, as described in this section. The thickness applied to the underside of the floor must not exceed 14 inches and to vertical surfaces must not exceed 3 inches. The foam plastic does not require an ignition barrier or a coating. 4.4.2.4 Use on Attic Floors: SWD Quik-Shield® 1 106 insulation may be installed at a maximum thickness of 11-1/2 inches between joists in attic floors without a coating and without an ignition barrier on the attic side of the insulation. The insulation must be separated from the interior of the building by an approved thermal barrier. SWD Quik-Shield® 1 112 insulation may be installed at a maximum thickness of 11-1/2 inches between joists in attic 130 Derry Court • York, PA 17406 www.intertek.com/building/ 0 Architectural T—in' PCA-101 Code Compliance Research Report CCRR-1011 floors without a coating and without an ignition barrier on the attic side of the insulation. The insulation must be separated from the interior of the building by an approved thermal barrier. 4.4.2.5 Unvented Attics: SWD has conducted end use configuration testing (per IBC Section 2603.9 [2603.10] and IRC Section R316.6) and analysis to qualify the use of SWD Quik-Shield® 1 106 insulation without a prescriptive ignition barrier or intumescent coating in unvented attics conforming with 2015 IBC Section 1203.3 or IRC Section R806.5 [2009 R806.4]. (Note that unvented attics were not addressed in the 2012 and earlier versions of the IBC.) The testing and analysis is described in Priest & Associates EEV 10124b, Revision 3, dated August 24, 2015. The conclusions of that evaluation (and associated Engineering Letters) are as follows: When Quik-Shield® 1 106 is applied in unvented attics conforming to IBC Section 1203.3 or IRC Section R806.5 [2009 — R806.4] the insulation may be applied to the underside of roof sheathing and to vertical surfaces to a minimum thickness of 4 inches. When rafters, studs or trusses are covered, the insulation must be a minimum thickness of 1/2 inch. Maximum thickness on the underside of roof sheathing or on vertical wall surfaces is 18 inches. The insulation may be left exposed to the attic without a prescriptive ignition barrier or an intumescent coating. The attic must have attic access complying with IRC Section R807, horizontally placed in the attic floor and opening outward toward the living space. For items penetrating the roof deck or walls, such as skylight wells or vents, the annular space must be covered with a minimum of 4 inches of Quik-Shield® 1 106 insulation. 4.5 Quik-Shield® 1 112 Insulation Used on Exterior Walls in Types I, II, III and IV Construction: 4.5.1 General: When used on exterior walls of Types I, II, III or IV construction, the assembly must comply with IBC Section 2603.5 and this section, and the Quik-Shield® 1 112 insulation must be installed at a maximum thickness of 3.5 inches. Intertek Design Listing SWD/FIP 30-01 describes the assembly tested and certified by Intertek as complying with NFPA 285. The test wall assembly was extended to include the wall construction described in Table 4 through a third -party engineering analysis. The potential heat of the foam plastic in any portion of the wall must not exceed 2105 Btu/ft`/inch of thickness. 4.6 Duct Insulation: SWD Quik-Shield® 1 106 and SWD Quik-Shield® 1 112 insulations may be applied to residential ducts in compliance with IRC Section M1601.3 to a maximum thickness of 4 inches. The material must be protected in accordance with the ignition barrier requirements of either Section 4.4.1 or 4.4.2.2. 5.0 CONDITIONS OF USE Page 4 of 7 The SWD Quik-Shield® 1 106 and SWD Quik-Shield® 1 112 spray -applied insulations described in this Research Report comply with, or are suitable alternatives to what is specified in, those Codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The installation must comply with this Research Report, the manufacturer's published installation instructions and the applicable Code. In the event of a conflict between the manufacturer's instructions and this report, this report governs. 5.2 The insulation must be separated from the interior of the building by an approved 15-minute thermal barrier, as described in Sections 4.3 and 4.4. 5.3 The insulation thickness must not exceed that noted in Sections 3.1, 3.2, 4.3, 4.4 and 4.5. 5.4 The insulation must be protected from the weather during and after application as specified in the manufacturer's instructions. 5.5 A vapor barrier must be installed when required by the applicable Code. 5.6 The insulation must be applied by contractors certified by SWD Urethane. 5.7 When SWD Quik-Shield® 1 106 insulation is installed under the conditions of Section 4.4.2.5 of this report, the following conditions apply: 5.7.1 Since the performance of SWD Quik-Shield® 1 106, when installed in unvented attics without a Code -prescribed ignition barrier or an intumescent coating, is based on fire performance of an unvented attic, the installation must be approved by the Code official. The installation must conform with the provisions of Section 4.4.2.5 and Conditions a through c and Condition f of Section 4.4.2. A copy of the Priest & Associates Engineering Evaluation (referenced in Sections 6.4 through 6.8) must be provided to the Code official upon request. 5.7.2 Signage shall be permanently affixed in the attic and shall be visible from all points within the attic. The sign shall state "Caution, this is an unvented attic by design. No modification may be made to this unvented condition. The attic shall not be vented. Holes into the unvented attic shall be immediately repaired and sealed. Penetrations of the ceiling or wall membrane between the unvented attic and living space, other than the horizontal access hatch, must be protected in an approved manner. This unvented attic shall not be used for storage. See Intertek Code Compliance Research Report CCR-1011 on the Intertek Website." 5.8 SWD Quik-Shield® 1 112 may be used in or on exterior walls of buildings of Type I, II, III or IV construction, when the construction is as described in Section 4.5. 130 Derry Court • York PA 17406 www.intertek.com/building/ Q ACCREDITED Alchit t-1 T—Ing PCA-101 Code Compliance Research Report CCRR-1011 5.9 Use of the insulation in fire -resistance -rated construction is outside the scope of this report. 5.10 Use of the insulation in areas where the probability of termite infestation is "very heavy" must be in accordance with IBC Section 2603.8 [2012 - 2603.9, 2009 - 2603.81 or IRC Section R318.4, as applicable. 5.11 Jobsite certification and labeling of the insulation must comply with IRC Section N1101.10 [2012 - N1101.1, 2009 - N1101.4] and IECC Section C303.1 or R303.1 [2009 303.1 ], as applicable. 5.12 The insulation components are produced in Mesa, Arizona, under a quality control program with inspections by Intertek Testing Services NA, Inc. (AA-647). 6.0 SUPPORTING EVIDENCE 6.1 Reports of tests in accordance with ASTM C411, ASTM C518, ASTM E84, ASTM E283, ASTM E96, ASTM E970, ASTM E2178, NFPA 286, NFPA 285 and NFPA 259. 6.2 Data in accordance with the ICC-ES Acceptance Criteria for Spray -applied Foam Plastic Insulation (AC377), dated June 2015, including reports of tests in accordance with Appendix X and Appendix E. 6.3 Priest & Associates Engineering Evaluation, Project 1028, dated January 22, 2014. 6.4 Priest & Associates Engineering Evaluation, Project 10200, dated January 6, 2014. 6.5 Priest & Associates Letter dated January 3, 2014, Application of SWD Urethane Quik-Shield® 1 106 in Unvented Attics. Page 5 of 7 6.6 Priest & Associates Engineering Evaluation 10124b, Revision 3, dated August 24, 2015. 6.7 Intertek Listing Reports 20660 (Quik-Shielde 1 106) and 29835 (Quik-Shield® 1112). 6.8 Priest and Associates Letter, dated October 28, 2013, Clarification of Truss/Rafter Foam Coverage for SWD Urethane Unvented Attic Approval. 6.9 Priest & Associates Letter, dated June 26, 2013, Justification for Allowance of 18 inch Thickness for Quik- Shield® 1 106 1/2 Ib. Foam in Unvented Attics. 7.0 IDENTIFICATION The A and B components of the insulation are identified with the manufacturer's name (SWD Urethane), address and telephone number; the product trade name (SWD Quik-Shield® 1 106 or SWD Quik-Shield® 1 112); the product type (A or B component); the mixing instructions; the density; the flame - spread and smoke -developed indices; the shelf life and date of manufacture; the Intertek Mark and the Code Compliance Research Report number (CCRR-1011). 8.0 OTHER CODES This section is not applicable. 9.0 CODECOMPLIANCE RESEARCH REPORT USE 9.1 The approval of building products is the responsibility of the Authority Having Jurisdiction. 9.2 Code Compliance Research Reports shall not be used in any manner that implies an endorsement of the product, material or system by Intertek. 9.3 The current status of any Code Compliance Research Report can be verified on the Intertek website. This Code Compliance Research Report ("Report") is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Report. Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety, and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. www.inteitek.com/building/ 13• terry Curt York, A 17406 0 * AMEDITED A-hit-t-1 T-tf.v PCA-101 Code Compliance Research Report CCRR-1011 TABLE 1 — PROPERTIES EVALUATED PROPERTY IBC SECTION IRC SECTION IECC SECTION Physical properties Not required Not required Not required Surface -burning 2603.3 R316.3 Not applicable characteristics Thermal barrier / ignition 2603.4 R316.4 Not applicablebarrier Air permeability 1203.3 [1301] R806.5 C402.4 2009 - R8 6.41 R402.4 Vapor permeance 202, 1405.3.1 202, R702.7.1 Not applicable R601.3 C303.1.1 N1101.10, C303.1.4 Thermal resistance 1301 N1102 R303.1.1 N1101.12, N1101.1] R303.1.4 303.1.1 and 3.3.1.2 Exterior walls of Types 2603.5 Not applicable Not applicableI — IV construction Section numbers in parentheses refer to the 2012 and 2009 codes, if different. TABLE 2 — SWD Quik- Shield® 1106THERMAL RESISTANCE (R Values)1,2,3 THICKNESSES inches R-VALUE °F.ft .h/Btu 1 4 1.5 5.7 2 7.5 2.5 9.2 3 11 3.5 13 4 14 5 18 5.5 20 6 22 7.5 27 8 29 9.5 34 10 36 11.25 41 1 R-values are calculated based on tested K-values at 1 inch and 3.5 inch thicknesses. 2R-values less than 10 are rounded to the nearest 1/10t"; greater than 10 are rounded to the nearest whole number. To determine R-values for thicknesses not listed: between 1 inch and 3.5 inch can be determined through linear interpolation or greater than 3.5 inches can be calculated based on R = 3.7/inch Page 6 of 7 A 130 Derry Court • York, PA 17406 www.intertek.com/building/ Architectural resting PCA-101 Code Compliance Research Report CCRR-1011 TABLE 3 — SWD Quik-Shield® 1112THERMAL RESISTANCE (R Values)1,2,3 THICKNESSES (inches) R-VALUE (°F.ft .h/Btu) 1 6 1.5 9.7 2 13 2.5 16 3 20 3.5 23 4 26 5 33 5.5 36 6 40 7.5 49 8 53 9.5 63 10 66 11.25 74 R-values are calculated based on tested K-values nt 1 inch and 3.5 inch thicknesses. R-values less than 10 are rounded to the nearest 1/10th 2R-values less than 10 are rounded to the nearest 1/10th; greater than 10 are rounded to the nearest whole number. 3To determine R-values for thicknesses not listed: between 1 inch and 3.5 inch can be determined through linear interpolation or greater than 3.5 inches can be calculated based on R = 6.6/inch TABLE 4 — NFPA 285 COMPLYING WALLS WITH SWD Quik-Shield®1 112 Page 7 of 7 Base Wall One layer /8 inch thick Type X gypsum wallboard complying with ASTM C36 or C1396 on interior, installed over 35/8 to 6 inch deep, No. 18 gage, C-shaped, steel studs spaced a maximum of 24 inches on center. Openings must be framed with No. 18 gage steel. Gypsum wallboard must be attached with No. 6, 11/4 inch long self - tapping screws located 8 inches on center along the perimeter and 12 inches on center in the field of the wallboard. Gypsum wallboard joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216 Fire -Stopping in Stud Cavity at 4 pcf mineral wool (e.g., Thermafiber) in each stud cavity at each floor line. The Floorlines insulation is friction fit between studs. Cavity Insulation Minimum 1 inch thick Quik-Shield 112 applied to backside of exterior sheathing. Air gap may not exceed 21/2 inches. Exterior Sheathing Minimum /8 inch thick listed or certified exterior -type gypsum sheathing Exterior Insulation- 1) None Use Either 1 or 2 or 3 2) Any noncombustible insulation which meets ASTM E136. Insulation must be attached per manufacturer instructions and must incorporate a noncombustible water -resistive barrier or air/vapor barrier when specified. 3) 31/2 inches of SWD Quik-Shield 1 112 foam applied to exterior of exterior sheathing. Exterior Cladding — Use with Any noncombustible exterior wall covering material. Details of the exterior wall Exterior Insulation Option 1 or 2 covering must be provided by the report holder, designer or specifier to the code official, with a fire engineering analysis demonstrating that the addition of the wall covering will not negatively affect conformance of the assembly with the requirements of IBC Section 2603.5. Exterior Cladding - use with 1. Brick -Nominal 4 inch clay brick or veneer with maximum 2 inch air gap behind the Exterior Insulation Option 3 brick. Brick Ties/Anchors spaced at 24 inch o.c. (max.) 2. Stucco -minimum 7/8 inch thick exterior cement plaster and lath. 3. Limestone -minimum 2.3 inch thick using any standard non -open joint installation technique such as shiplap. 4. Natural Stone Veneer -minimum 2 inch thick using any standard non -open joint installation technique such as shiplap or grouted/mortared stone. 5. Terra Cotta Cladding -minimum 1.8 inch thick (solid or equivalent by weight) using any standard non -open joint installation technique such as shiplap. 130 Derry Court a York, PA 17406 www.intertek.com/building/ ACCREDITED' Architectural Testing - PCA-101 r RECORD COPY City of Sanford Building and Fire Prevention Product Approval Permit ## 1 6- 2 9 8 8 Specification Form nDvc Project Location Address, Cie_-o TT As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging PGT FD-5555 FL# 253.6 Sliding MI Windows & Doors Series 440 XIIX FL# 16054.3 MI Windows & Doors Series 420 (96" x 96") FL# 15332.4 MI Windows & Doors Series 430/440 143" x 96" FL# 15332.9 Sectional Wayne Dalton Code 2350 Insulated Steel NOA # 16-0119.07 Other 2. Windows Single Hung PI Gem Series 1500 FL# 16100.1 Horizontal Slider Casement Double Hun Fixed PGT Industries Series PW-620 FL# 243.5 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Mastic Home Exterior Aluminum Soffit (Unvented) NOA # 16-0801.06 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Tamko NOA# 15-1215.10 Underla ments MFM Building Wind & Water Seal+ FL# 11842.3 Roofing Fasteners Nonstructural Metal Roofing Fabral, Inc Stand `N Seam Panel (24 Ga) Steel Roof Systems NOA# 11-1006.20 Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen GAF Mineral Guard NOA# 16-0808.14 Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Johns Manville Corp MBR Cold Application NOA# 12-1127.01 Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 A Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Page 1 of 3 f BCIS Home Log In I User Registration Hot Topics Submit Surcharge ! Stats & Facts Publications I FBC Staff ( BCIS Site Map 1 Links Search FI r7da Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL253-R17I Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 941) 486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/08/2016 Date Validated 08/12/2016 Date Pending FBC Approval 11 /29/2016 Page 2 of 3 Date Approved 08/18/2016 Summary of Products FL # Model, Number or Name Description 253.1 FD - 101 (Impact) WinGuard Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R17 C CAC 16-0629.17.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/18/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL253 R17 II 16-0629.17.Ddf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.2 FD - 101 (Non -Impact) Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R17 C CAC 16-0629.18.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL253 R17 II 16-0629.18.1)df NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.3 FD - 550 (Non -Impact) Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R17 C CAC 16-0629.15.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL253 R17 II 16-0629.15.odf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.4 FD - 750 (Impact) WinGuard Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate . Approved for use in HVHZ: Yes FL253 R17 C CAC 16-0629.16.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL253 R17 II 16-0629.16.0f NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.5 FD-5455 (Non -Impact) Outswing Vinyl French Door with or without Sidelites and Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R17 C CAC 16012606.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/23/2019 Design Pressure: N/A Installation Instructions Other: FL253 R17 II 16012606.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.6 FD-5555 (Impact) WinGuard Outswing Vinyl French Door with or without Sidelites and Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R17 C CAC 16012604.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/23/2019 Design Pressure: N/A Installation Instructions Other: FL253 R17 II 16012604.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: 11 /29/2016 Page 3 of 3 Evaluation Reports Created by Independent Third Party: 253.7 SE-3550 (Impact) Outswing Aluminum Storefront Door with or without Transom I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R17 C CAC 16-0421.10.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/17/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL253 R17 II 16-0421.10.1)df NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: duck M Credit• Safe a a SCCUI'1 rbi ETIiI CS' 11 /29/2016 M IAM DADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 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 RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (in Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-5555" Outswing PVC French Door w/ & w/o Sidelite and Transom — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-555.1, titled "Vinyl French Door and SLT/ TR", sheets 1 through 12 of 12, dated 05/07/13 with revision B dated 01/24/16, prepared by manufacturer, signed and sealed by Anthony 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.15-0409.03 and consists of this page I and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P. E. NOA No. 16-0126.04 Expiration Date: January 23, 2019 O Approval Date: May 05, 2016 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No.13-0815.03) 2. Drawing No. MD-555.1, titled "Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision B dated 01/24/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5570/FD- 2770 PVC double entrance outswing doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC double entrance outswing doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8716, dated 11/12/15, signed and sealed by Idalmis Ortega, P.E. 3. 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 along with marked -up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC fixed sidelite, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8715, dated 11105115, signed and sealed by Idalmis Ortega, P.E. Manuel Per , P. . Product Control Ex i r NOA No. 16-0126.04 Expiration Date: January 23, 2019 Approval Date: May 05, 2016 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 , along with marked -up drawings and installation diagram of an outswing PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. Submitted under NOA No.13-0815.03) 5. 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 along with marked -up drawings and installation diagram of an outswing Rigid PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. Submitted under NOA No. 13-0815.03) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. Submitted under NOA No. 13-0815.03) 7. 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 along with marked -up drawings and installation diagram of a Rigid PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. Submitted under NOA No. 13-0815.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t' Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 Manuel rerez, . . Product Contrxam' er NOA No. E6. 04 Expiration Date: January 23, 2019 Approval Date: May 05, 2016 E- 2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. Submitted under previous NOA No. 15-0409.03) 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. Submitted under previous NOA No. 15-0409.03) 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their series "VE 2000 Tan 202 and lighter shades (Non —White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. Submitted under previous NOA No. 15-0409.03) 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. Submitted under previous NOA No. 15-0409.03) 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/29/11, expiring on 12/29/16. Submitted under previous NOA No.15-0409.03) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr. -ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen —Pass, ASTM E 2190 I.G. Durability -No Fog -Pass. Submitted under NOA No.13-0815.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU - in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs. Submitted under NOA No. 13-0815.03) Manuel Pe ez,. E. Product Control xa ner NOA No. 16-0126.04 Expiration Date: January 23, 2019 Approval Date: May 05, 2016 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTEWED) 10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. Submitted under NOA No.13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. Submitted under NOA No. 13-0815.03) F. STATEMENTS 1. Statement letter of conformance to and of complying with FBC 51' Edition (2014), dated 03/30/15, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. Submitted under previous NOA No.15-0409.03) 2. Statement letter of no financial interest and of independent, issued by manufacture, dated 03/30/15, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No.15-0409.03) 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339, all issued by Fenestration Testing Laboratory, Inc., dated 05/23/13 and 05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E. Submitted under NOA No. 13-0815.03) G. OTHERS 1. Notice of Acceptance No. 15-0409.03, issued to PGT Industries, Inc. for their Series FD-555" Outswing PVC French Door w/ & w/o Sidelite and Transom - L.M.1., approved on 07/02/15 and expiring on 01/23/19. Man el Pe ez, P.E. Product Control a iner NOA No. 16-0126.04 Expiration Date: January 23, 2019 Approval Date: May 05, 201.6 E-4 GENERAL NOTES: SERIES FD-5555, IMPACT -RESISTANT VINYL, REINFORCED, OUTSWING FRENCH DOOR & SIDELITE/TRANSOM (SLT/TR) 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAAMI-DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS (CMU'S) OF NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN. 1.9 KSI) AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT AT 3.4 KSI MIN. PER ASTM C1107, (DONE BY OTHERS). MAX. 1/4" SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH THE FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1, THIS SHEET. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR, SIDELITE OR TRANSOM. 8) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE. 10) ALL RIGID PVC AND RIGID CELLULAR CPVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 11) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 12) REFERENCES: TEST REPORTS: FTL-7339. 7371, 8715 8716 & 8717 L O AGGRE-GATOR NOA' TRA ON NOA,ELCO CRETEFLEX NO C NOA'S: ELCO UL C A, AE VISION EXTRUSIONS, LTD. WHITE RIGID, VE 1000 TAN 202 (NON -WHITE) RIGID & BROWN -COATED PAINTED OR LAMINATED) RIGID PVC NONS, VISION EXTRUSIONS LTD. WHITE & VE 2000 TAN NON - WHITE) RIGID CELLULAR PVC NONS, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 13) THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 4 & 5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE Group Anchor Substrate Min. Edge Distance Min. Embedment A 3/16' Elco Ultracon Ungrouted CMU, (ASTM C-90) 1' 1-1/4" Ungrouted CMU, (ASTM C-90) 2-112" 1-114" 10 Steel SMS (135) 10 410 S.S. SMS 10 18-8 S.S. EMS P. T. Southern Pine (SG=0.55) 112" 1318" Aluminum, 6063T5' 5116" 0.063" Steel, A36• 5/16" 0.063" Steel Stud, A653 Gr. 33' 5/16' 0.063" B 3/ 16" Elco Ultracon P. T. Southern Pine (SG=0.55) 1/2" 13/8" Grouted CMU, (ASTM C-90) 2-1/2" 2-1/4" Concrete ( min. 2.85 ksl) 1" 1-3/8" 1/ 4" Elco Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12 Steel SMS (G5) 12 410 S.S. SMS 12 18-8 S.S. SMS P. T. Southern Pine (SG=0.55) 9t16" 1-3/8" Aluminum, 6063-TS• 3/8" 0.071" Steel, A36' 3/8" 0.071" Steel Stud, A653 Gr. 33• 3/8" 0.071- (14 Ga) C 114" Elco Ultracon P. T. Southern Pine (SG=0.55) 1" 1-3/8" Grouted CMU, (ASTM C-90) 2-1/7' 1-3/4" Concrete ( min. 2.85 ksi) 1" 1.3/8" 1/ 4" Elco 410 S.S. CreteFlex Concrete ( min. 3.35 ksi) 1" 13/4' Ungrouted CMU, (ASTM C-90) 2-1/7' 1-1/4" 114" Elco 18-8 S.S. Aggre-Gator P. T. Southern Pine (SG=0.55) 1' 13/8" Concrete ( min. 3.27 ksi) 1-1/2" 1318" Ungrouted CMU, (ASTM C-90) 4" 1-114" 1/ 4" Elco Ultacon Concrete (min. 2.85 ksi) 2-112" 13/8" D 1/ 4" EIco410 S.S. CreteFlex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" MIN. OF3THREAU55EYONU IHEMtIALSUCSI"It. Type Description Where Used: 1 13116" Lem!. IG (118" T- 11/16" Air- 1/8" ANN -.090" PVB - 1/8' ANN) Door 2 13/16" Lami. IG (3116" T- 5/8" Air - 1/8" ANN- .090' PVB - 1/8" ANN) Door 3 13116" Lami. IG (1/8' T- 9/16" Air- 3/16' ANN -.090* SG - 3/16" ANN) Sidelite/Transom 4 13/16" Lami. IG (3/16' T- 1/2" Air- 3116' ANN -.090' SG - 3/16' ANN) SidelitelTransom Lemi. IG (1/B" T - 9/16" Air- W16" ANN -.090" PVB - 3/18" ANN) Sldelite/Trensom 8 13/16' Lami. IG (3/16" T - 112" Air- 3/18" ANN - .090" PVB - 3/16"ANN) Sidelite/Transom 7 7/16" Lami. (3116" ANN -.090" PVB - 3116" ANN) I Door/Sidelite/Transom ANN" = ANNEALED T" = TEMPERED GUIDE TO SHEETS: PVB" =. 090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. GENERAL NOTES 1 RARAY AMERICA INC. 00' SENTRYGLAS®INTERLAYER BY KU , SG" . 9 ELEVATIONS...................................2 SEE TABLE 11 FOR SPACER INFORMATION GLAZING DETAILS .......................... 3 DESIGN PRESSURES ..................... 4-5 STANDARDS USED: SIDELITE/rRANSOM ANCHORS.... 4-6 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION INSTALLATION ................................ 7-9 ASTM E1300-09 EXTRUSION PROFILES .................. 10 ANSI/ AF&PA NDS-2012 FOR WOOD CONSTRUCTION PARTS LIST ..................................... 11-12 ALUMINUM DESIGN MANUAL, ADM-2010 CORNER DETAILS .......................... 11 AISI- S100-07/S2-2010 HARDWARE DETAILS ..................... 12 PRODUCT RL:ViSF.D as c> plying with the Florida Building Code Ac pta No acpiratio Lo Dale.Jd1F.. V) A TAB " L. _ a A) UPDATED ANCHOR TABLE, CHANGED SERIES # - JR - 03/18115 1 B) ADDED TPS SPACER, LIMITED 00 CFG., STD. YRS. - JR - 01/24/16 U a W f1 y U) m nea r; 0 n O a1u0 0 i N ^ 0 r' N to J J 07 M O ZILtoLLcce mn0 W d UOX10CD t- 0 0 rn Czaz _ N Q O K 00 naUs W 0 H Z Z Z wm=s N OU. U. Q a U J W N O LLCZW7 auu osa0 s LaS 6 = A. LVNN'MILL R, P.E. P. E.# 58705 37-9/16' MAX. SLAB WIDTH 93-7/8" MAX. SLAB HEIGHT TYP. DOOR SLAB 38-3/4' 38. +i MAX.K A 96" jMAX. HEIGHT ALL DOOR CONFIGS.) X DETAIL HEET # en• 1" MULL( P. OIXXIO WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 111 MA) HEIG ORWI EXAMPLE CONFIGURATIONS 4W MAX- 38- 3/4" 76' MAX. -- I TVP. MAX 9/ m 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 SINGLE 0 SIDE STILES AND WIDESTILES AND WIDERAILSSHOWN ON SIDELITES) 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 106-1/ 16" MAX. DLO 111" MAX. HEIGHT OR WIDTH t Fes— 1• MULL 40" MAX MAXL TYP. 1"MULL yI 1"MULL OIX (SHOWN) OR NO ONO WIDE STILES AND WIDE RAILS (NARROW STILES AND WIDE SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) 40" MAX. 38- 314" HORIZONTAL i MAX. MULLION LENGTH 40" MAX. TYP. 1" MULL 96' MAX. VERTICAL MULLION LENGTH SINGLE 0 NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) NOTES: 1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD I"FRENCH DOOR MULLIONS PER THIS NOA. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. 4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40' IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/iR OR MULLED ASSEMBLY. 6) ADDITIONAL CONFIGURATIONS USING THE I'FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWINGS AS - A REFERENCE FOR SIZE LIMITATIONS. OIO (MAXIMUM OF 2 MULLED SIDELITES) WIDE STILES AND NARROW RAILS SHOWN ON SIDELITES) 0/0 WITH HORIZONTAL MULLION WIDE STILES AND WIDE RAILS SHOWN ON SIDELITE & TRANSOM 1 1" MULL O/ X WITH HORIZONTAL MULLION NARROW STILES AND NARROW RAILS SHOWN ON TRANSOM) z A) NO CHANGES THIS SHEET JR - 03/18/ 15 m B) LIMITED 00 CONFIG. JR - 01/24/ 16 V K LLI c) R 0 m 1 L c" I; T 0 J 0) 7 J g NOMNJmU map U ho UX LD WmOo CD 00 c Z dZ v 1) Z N LL O Q O ON O aa45 a LL V) jZ Z 0 F Z W al°'SLo Lo O J vJZEL Q U LL W ap! 1 asap s uag A. LYNN MILLER, P. E. P.E.# 58705 GLAZING DETAILS 1-3116" NOM. GLASS STACK —' LAMINATED GLASS STACKGLA 1/8" ANNEALED GLASS 11/16* AIRSPACE 090"PVB 1/8' TEMPERED GLASS 11/1 ALED GLASS 14 EXTERIOR 11116" a . GLASS BITE r GLASS TYPE 1 USED IN DOOR ONLY 13/16' NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS 1/2" AIRSPACE 090' SG 3/16" TEMPERED GLASS 3/16" AN EALED GLASS EXT R Nil GLASS BITE EXTERIOR a GLASS TYPE 4 TYP. NARROW FRAME GLAZING DETAIL, WIDE FRAME SIMILAR. 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS 090" PVB 3/16' ANNEALED GLASS y 11/16" GLASS BITE GLASS TYPE 7 USED IN DOOR, (SHOWN) 8 SIDELITE/TRANSOM 1-3116" NOM. GLASS STACK _ GLA LAMINATED GLASS STACK 18" ANNEALED GLASS 518" AIRSPACE .090" PVB 3/16" TEMPERED GLASS-_1116 ED GLASS EXTERIOR 1< 11/16" GLASS BITE GLASS TYPE 2 USED IN DOOR ONLY 13116" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3/16' ANNEALED GLASS 9/16" AIRSPACE 090" PVB 1/8" TEMPERED GLASS 33/i EALED GLASS EXTERIOR 1< 11/16" a GLASS BITE GLASS TYPE 5 TYP. NARROW FRAME GLAZING DETAIL, WIDE FRAME SIMILAR. 1-3/16" NOM. GLASS STACK 7/16' LAMINATED GLASS STACK 3/16" ANNEALED GLASS 9/16" AIRSPACE .090' SG 10 TEMPERED GLASS-,3/16 EALED GLASS 4 11/16" EXTERIOR GLASS SITE 3 37 38 39 40 42 41 GLASS TYPE 3 TYP. WIDE FRAME GLAZING DETAIL, NARROW FRAME SIMILAR 1.3/16" NOM. GLASS STACK 7/16' LAMINATED GLASS STACK 3/16" ANNEALED GLASS 1/2" AIRSPACE . 090' PVB 3/16'TEMPERED GLASS 3/1=EALED GLASS EXTERIOR 14 11/16" GLASS BITE GLASS TYPE 6 TYP. WIDE FRAME GLAZING DETAIL, NARROW FRAME SIMILAR PVB" = .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. SG" = .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. PRODUCT REVISED u --plying wiltr the Florid Bwidmg Code / Acceptance No 1 "O) i44' E.xpiretigo Date 2019 A) NO CHANGES THIS SHEET JR-03/18115 m B) ADDED GLASS TYPE 7 S TPS JR - 01/24/16 W M y m aa N 0 aI°p O CD04 N K JO rn J oZLLCNuu7LL 'DD TB ntDJp O U 1n oox mwZO2 D N o W m 0 ,a, C orna r> c 0 7 J z a v LL 0z Q o M o Jaa4s- o U W ZawpdlD°S O LL o F Z U} J Z N¢ J LL 0 allrl°sap saua5 5 A. LYNN MILLER, P.E. P.E.# 58705 SINGLE DOOR INSTALLATION W 4" MAX. 9-1Q" MAX. r I / I CENTERED BETWEEN HINGES SEE i I NOTE 11 I I DOUBLE DOOR INSTALLATION W 4' MAX. ASTRAGAL CLUSTER 9"MAX. MAX. r CENTERED BETWEEN ANCHORS CENTEREDBETWEEN HINGES SEEI 12' O.C. - NOTE 1 I MAX. CENTERED CBETWEEENTEREDN I BETWEEN - HINGES I j HINGES CENTERED tII \ BETWEEN 10. 1/2' t_ 9 M ANCHORS MAX. ANCHOR REQUIREMENTS SAME AS HEAD X X & XX Door. Design Pressure 30. 0 PSF I Glass Type 1 70. 0 PSF I Glass Types 2 & 7 10- 1L- MAX. ANCHOR REQUIREMENTS SAME AS HEAD XX, ( USING ASTRAGAL) 4. O.C. MIN., SEE TABLE 4, THIS SHEET, FOR QUANTITY SEE TABLE 1, SHEET FOR TYPE XX Door: Astragal Cluster Anchors Required Head & Sill Door Width (in) 48 60 72 76 4 mm T.-CsscoUggg2 60 4 1 4 1 4 5 4 5 4 4 96 4 1 5 1 4 6 4 6 5 4 TRANSOM - TO -DOOR (X/0) OR TRANSOM-TO-SIDELITE (0/0) MULLION ATTACHMENT& INSTALLATION ATTACH DOORS, SIDELITES & TRANSOMS TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL PRODUCT TABLE 7: HORIZONTAL MULLION DESIGN PRESSURE 1. 70.9 PSF SIDELITE- TO-SIDELITE MULLION INSTALLATION 010) SEE MULLION CLUSTER DETAIL BELOW I IIII I II SIDELITE. I I II SIDELITE SIDELITE- TO-DOOR MULLION INSTALLATION XIO, OIX, XIX, OIXIO, XIOIX, OIXXIO, ETC) SEE MULLION CLUSTER DETAILSELOW SAME AS HEAD MAX. 6" 1" MULLION MAX. 4" O.C. MIN./ 6 6"14"O.C. MIN. l SEE TABLE 6, THIS SHEET, FORANCHOR 1 SIDE- SIDE- I QUANTITY, SEE LITE LITE i TABLE I, SHEET I FOR TYPE I t 1"MULLION 1 HORIZONTAL t I MAX II MULLION APPLICATIONS I 1 MAx I ALWAYS REQUIRE L MAX. II TWO (2) ANCHORS TYPE A-D) AT EACH MULLION END. 4U" MAX. MULLIUN LEND I H IN HUKILUN I AL A1'I'LICA I IUNJ. TRANSOMS WIDER THAN 40" WILL REQUIRE ADDITIONAL STRUCTURE OR DADE-APPROVED MULLION BETWEEN TRANSOM AND DOOR/SIDELITE. SAME AS HEAD MAX 6" 4" O.C. MIN. II 4" SIDE LITE Anchors Required fora Venial Mullion leach mullion end) Door or Sldelae/Tramam Wldh lin) 24 32 3&314 40 r12 a uac72229e2a R Su Daor 80 WA 2 1 2 2 1 3 2 1 WA WA WA SLT/ TR 1 2 1 2 2 1 3 2 1 3 2 1 Door 98 WA 2 1 3 2 t 3 3 2 WA WA 1,A SLT/ TF2 1 2 1 3 2 1 3 3 2 3 3 2 4X. ON H IN AL IONS 11" MULLION 4" O.C. MIN. SEE TABLE 6, THIS SHEET, DOO__ FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET Y 1 FOR TYPE FOR " OIXXIO" AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR POO, USE ONLY HALF OF THEFRAME WIDTH OF THE DOUBLE DOOR WHEN USING THIS TABLE. INSTRUCTIONS: 1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS. SEE TABLE 1, SHEET 1, FOR ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH HINGE LOCATION (RECOMMENDED #10 FLATHEAD SMS OR 3/16" FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). 2) FOR A MULLED UNIT, DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR EXAMPLE, ON AN "XIO" CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY, NOTES: 1) SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. 4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY 6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. PROOUCT REWiSED as cemplyins with the Florida Building Code A --, ranee No /-ot2b•a4)q ExpirazicroA) NO CHANGES THIS SHEET JR - 03/18/15 m B) ADDED GLASS TYPE 7 TO TABLE 3; JR - 01/24/16 LU Lo Y m p Lo 0) CD t— a/°a O pv MlL 43 V3 Z u7 LL too UU X— o I— eMa WDDOOp C v Z Q.:Z d' vED f p zQLL LL w O lL w Iaa4S.. N O r= Z n ILL!Q z u_ w tLal°a5 O of LLZ u, LoWrIW U Z W LU aR! 1 asap S ua5 TABLE 8 SldetlteRra naom Design Pressure for SIDELITE/TRANSOM INSTALLATION (0) 28" O.C. MAX. 23-1/2" O.C. MAX. IF SHORT SIDE IS 40" OR LESS IF SHORT SIDE IS OVER 40' 1 1 SEE TABLE 10, 28" O.C. MAX. 1 1 1 SHEET 6 FOR IF LONG SIDE ISI ANCHOR 40" OR LESS QUANTITY, SEE TABLE 1, SHEET 1 FOR ANCHOR TYPE. J I I I I 23.112" O.C. MAX. I I IF LONG SIDE IS OVER 40" I I I 12" MAX (LONG SIDE) B"MAX. 1SHORTSIDE) WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) E9 28" O.C. MAX. 23-1/2" O.C. MAX . IF SHORT SIDE IS IF SHORT SIDE IS 40" OR LESS OVER 40' 77 --- I 11 SEE TABLE 10, 28' O.C. MAX. SHEET 6 FOR IF LONG SIDE IS j j ANCHOR 40" OR LESS .II I QUANTITY, SEE TABLE 1, SHEET 1 1 FOR ANCHOR 1 TYPE. I 2&1Y1" O.C. MAX. 11IFLONGSIDEIS OVER 40' 1 1 c J 1212"MAX (LONG SIDE) 6"MAX. J SHORT SIDE) NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITERRANSOM OR MULLED ASSEMBLY. 2) SIDELITEITRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Glass Types S d 4 Long Side in) 63-3l16 665l8 68 70 72 76 78 82 92 96104 108 111 24 1-70+/-7D 70+/-70+/-70+l-70+J-70 l-70 1-70+/•70+/-70+1-70 70 1- 70287D70+/-70 1-70 l-70 70+/-70+/-70 70 1-70 70 70 70 703z+l-70+rao+/ao+/-7olao+laD+/ao+rao+rao+!-70+/ao+r-7o+/ao+!-70F+170 36 70 1-7D 70 70 70 1-70+/-70+1-70 1-70 70 70 70 70 70 38-3/4 70 70 l-70 70 l-70+l-70+l-70+l-70 1-70 1-70+1-70 I-70 70 70 4D+rao+laD+lao+lao+lao+/ao+rao+laD rao To rao lao 1ao lao 42 l-70 70 70 70 1-70 70 70 70 70 1-70 l-70 70 Ib9.8 1bB.5 qq 70 70 70 l-70 70 70 l-70 70 70 b9.8 Ib8.6 1b7.7 Ib7.3 a 46 l-70 70 1-70 70 70 l-70 70 b9.4 bB.7 lb7.6 1b8.5 Ib5.6 rn 48 70 70 70 70 1a0 lb9.9 b9.1 Ib7.6 1b7 rb5.8 Ib4.7 50 70 70 70 70 l-70 Ib8.4 1b7.8 88 E5.4 4.1 w 52 70 70 70 l-70 Ib9.1 b7.1 1b6.2 Ib4.6 1b3.9 54 70 70 1.70 69.2 b8 65.9 b5 Ib3.4 5fi 1-70 1-70 b9.7 b8.3 Ib7.1 1b4.9 Ib3.9 58 70 l-70 Ib9 b7.8 b6.3 b4 BO 1-70 lb9.8 b8.5 lb7 lb5.8 62 70 Ib9.2 63-3l16 70 Ib9.1 1b7.9 1b6.2 68-5/8 b9.1 bB.9 SldeliteRransom Design Pressure, psf for Glass Types S, 68T Long Side (in) 63-3/16 663/B 6B 70 72 76 78 82 64 88 92 96 98 104 108 111 24 l-70 70 70 l-70 l-70 70 70 1-70 70 70 70 70 70 70 28 70 70 l-70 70 1-70 1-70 70 70 70 1-70 1-70 70 70 l-70 32 70 70 70 70 70 1-70 70 70 70 1-70 70 70 70 1-70 36 70 70 70 70 l-70 70 70 70 70 1-70 70 1-70 1-70 1-70 1-70 l-70 36-3/4 70 l-70 70 1-70 1-70 70 1-70 1-70 70 Ib9.9 b9 b8.3 b7.9 qp 70 70 70 1-70 N-70 70 1-70 Ib9.8 Ib9.3 Ib8.3 1b7.4 1b6.7 1b6.3 42 70 70 70 1-70 1-70 b9.5 IbB.B 1b7.6 1b7 b6 b5.1 E q4 70 70 70 70 b7.5 b6.6 Ib5.6 Ib5 1b4 46 70 70 b9.4 I66.4 b7.4 b5.8 Ib5.1 Ib3.8 63.2 rn 48 8.8 b8 Ib6.9 66 Jb4.3 50 7.6 b6.8 b5.7526.6 lb5.7 Ib4.6 b3.6 b1.7 54 b5.7 64.8 Ib3.6581++ 1-69.9+/-67.6 b5 b4.1 Ib2.8 5B b4.5 Ib3. 560 PRODUCT REVISED as cemptying witlt the Florida Building Codc // / ncreptance No %W ) 04 I7 iratiy A) CORRECTED TABLE 8 DIM. - JR-03/1&15 B) ADDED GLASS TYPE 7 TO TABLE 9; JR - 01124116 U n W Y m aa O a/oQ D N r M K N O O) O ng Moro OJ J Z LL If g ewr HMOwmY TABLE 10: Sidelite/Transom Anchor Quantity Long Side (in) 633116 66-5/8 1 68 70 72 76 78 82 84 86 92 96 98 104 108 111 4 4 4 4 4 4 4 4 4m 4 m 4 m 4 m 4 m 4a 4m 4m a m a m a m a m a m a m a m s m a aa n a n y a a a m a an n 0 0 a c0 a CD c0 a O a (0 CD<c a c0 a 0 a c0 7 c0 c9 c7 D a 0 a 0 a (7 Short Side CO 2 a C7 2 a (9 2 a c0 2 c0 2 a t7 2 a CO 2 a 0 2 c0 2 a t7 2 a 0 2 a 0 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24 Long Side 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 6 5 5 6 6 6 6 Short Side 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 2 2 2 28 Long Side 4 4 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 5 5 5 6 5 6 5 6 5 6 5 5 7 6 7 6 Short Side 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 2 2 2 32 Long Side 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 4 6 5 6 5 6 5 6 5 7 5 7 5 5 7 6 8 6 Short Sid. 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 2 2 2 36 Long Side 4 4 5 4 5 4 5 4 5 4 5 4 5 4 6 4 6 5 6 5 7 5 7 5 7 5 8 5 5 7 6 8 6 Shod Side 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 2 2 2 38-3/4 Long Side 4 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 7 5 7 5 8 5 8 5 5 8 6 9 6 Short Side 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 2 2 2 40 Long Side 4 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 7 5 8 5 8 5 B 5 5 9 6 9 8 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 42 e 54 5 4 5 4 5 4 5 4 6 4 6 4 6 4 7 5 7 5 7 5 8 5 844e3333333333333333333333333 e 5 4 5 4 5 4 5 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 8 5 8 546WSd. oe e 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3e545454646464647475757585 e 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3N48 e 5 4 5 4 5 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 N Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Lag Side 5 4 5 4 5 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 Short Side 4 3 4 3 4 3 4 3 4 3 3 3 3 3 3 3 3 3 52 Long Side 5 4 5 4 6 4 6 4 6 4 6 4 6 4 7 4 7 5 Short Side 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 54 Lag Side 5 4 5 4 6 4 6 4 6 4 6 4 6 4 7 4 Short Side 4 3 4 3 4 3 4 3 4 3 4 3 4 3 56 Long Side 5 4 6 4 6 4 6 4 6 4 6 4 6 4 Short Side 4 3 4 1 3 1 4 3 4 1 3 1 4 3 4 3 58 Lag Side 5 4 6 4 1 6 4 6 1 4 1 6 4 6 4 Shot Side 5 4 5 1 4 1 5 4 4 1 4 1 4 4 60 Long Side 5 4 6 1 4 1 6 4 6 1 4 1 6 4 Short Side 5 4 5 4 5 4 5 4 62 Long Side 5 4 6 4 6 4 6 4 633/16 Short Side 5 4 5 4 5 4 Long Side 5 4 6 4 1 6 4 Shod Side 6 4 6 4 66-8 Long Side 5 4 6 4 NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 2) SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. i'e2iJDOt;, REVISED plying with lb -Florida gilding Code A—pt—e No Di E-iretion Data A) NO CHANGES THIS SHEET JR - 03/18I15 m 8) NO CHANGES THIS SHEET JR-Ot/24/16 U ltl t y 1z y m as to O N^ a7D0 0 6 N O 'It V c J M O 79ZtcoLJLco UU_ XLz o 2 coF- Z m 0 ON O0 v z az V) w 0ZQ Z 0 t0 If a O0 Iaays F— L) Z U al°as o wLL r ly to U Z J If cn aq asap s uag EMBEDMENT 1/4" INSTALLATION MAX. OPTION 123 INSTALLATION ANCHORS EDGE 16 INTO 2X WOOD. DISTANCE SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE i, SHEET 1. 1 ANCHOR PER 0HINGE1( 1` TO BE THROUGH SUBSTRATE. MIN. #10 C FLATHEAD SMS, SEE TABLE 1, SHEET 1. 72 5 EXTERIOR 15 70 DETAV 2X WOOD BUCKSTRIP ALSO SEE BELOW OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATESEE TABLE 1, SHEET 1. TYP. ANCHOR TYPE, EMBEDMENT AND TAVOID INTERFERENCE WITH EDGE DISTANCE PER SUBSTRATE, SEE OPPOSING ANCHOR BY CHOOSING 18 TABLE 1, SHEET 1. THE CORRECT LENGTH OR TYP. ANCHOR TYPE, i/ 4" STAGGERING LOCATIONS.. 23 EMBEDMENT AND EDGE EMBEDMENT MAX DISTANCE PER SUBSTRATE, 23 12 10 SEE TABLE I, SHEET I. SHIM EDGE 16 DISTANCE - i ANCHOR PER HINGE BE THROUGH SUBSTRATE.. MIN. 10 FLATHEAD SMS WITH 1 MIN. 3 THREADS BEYOND INSTALLATION METAL SUBSTRATE. OPTION 2 29 41 71 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 26 4 72 47 EXTERIOR 32 EXTERIOR \ 18 70 15 1"FRENCH DOOR MULLION 1 ANCHOR PER HINGE TO BE THROUGH DETAIL SUBSTRATE. MIN. 3/16" FLATHEAD DETAIL I I ALSO SEE ABOVE ULTRACON, SEE TABLE 1, SHEET 1. V INSTALLATION NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS "iX", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS "2X' ARE 1-112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. DETAIL TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. A) NO CHANGES THIS SHEET JR - 03/18/15 B) NO CHANGES THIS SHEET JR - 01124/16 W y O m nab of I; v1 O Oa+_ 50 O O N ti O M 'T J — 1 O m O ZLL04LLCDulg UU XD o h Z 02 UJmON OO 7 z az ° O LL Q O r 7aa45 O r U Z z W H slog LL o LL J 1Lo rU J Z Q U) zW alll ap sa1 a5 EXTERIOR r, / 31 1' FRENCH DOOR MULLION DETAILL INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY, EMBEDMENT TYP, ANCHOR TYPE, 1/4' MAX. EMBEDMENTAND e' SHIM 23 EDGE DISTANCE PERSUBSTRATE, SEE EDGE TABLE I, SHEET I. DISTANCE I TYP. ANCHOR TYPE, 1 IEMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. CONCRETE/CMU PERANCHOR REQUIREMENT 1XWOOD EXTERIOR BUCKSTRIP, SEE NOTE 2, THIS SHEET. INSTALLATION NOTES TYP. ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE OPTION 4 1/4- DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. INSTALLATION ANCHORS MAX SHIM DIRECTLY INTO METAL. EDGE 1 ANCHOR PER HINGE TO BE DISTANCE THROUGH SUBSTRATE. MIN. 10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND DOOR 67 METAL SUBSTRATE. VISIBLE LIGHT 71 5 WIDTH (DLO) 7 23 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. SIDELITE/TRANSOM FRAME WIDTH DETAILL DETAIL G EXTERIOR J 47 20 28 MIAMI-DADE APPROVED C:: MULLION (SEE SEPERATE DETAIL NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, DOOR FRAME WIDTH TABLE 8,THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET AND EDGE DISTANCE PER 1. AVOID INTERFERENCE WITH OPPOSING SUBSTRATE, SEE TABLE 1, SHEET 1. ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT OR STAGGERING LOCATIONS. 1/4' MAX. SHIM 23 EDGE 16 DISTANCE 33 WL EXTERIOR 15 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS '1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2-. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL; THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. _ 4 EXTERIOR CONCRETE/CMU 32 V PER ANCHOR OK REQUIREMENT INSTALLATION DETAILLC OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY tROnUCT REVISBD as c plymg wslh tae Flodit Eui:ting Cnv'e R accePlance TW • O '! ExPtraiinn Date i 8 ProQuct x A) NO CHANGES THIS SHEET JR--03/18/15 m B) NO CHANGES THIS SHEET a° JR-01/24116 WUJ c7 Y 3 LD as O alop N D_ ui 0 N cl z LL cl LL 8 mop O 2 ^ oL) X 2 o H Z O W 21 0 ix JMOaN OO Z D_Z JW 04 O Q LLO W w g O aa4S u N r= V Z F Z aloas uLoOcrLLJ U J J Lo Z all l Z asap LL sava5 INSTALLATION NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE DISTANCE 2X WOOD CONCRETE BUCKSTRIP PERANCHOR OR FRAMING, REQUIREMENT SEE NOTE 2, IPE MBEDMENTFSHEET. THIS SHEET 1DBUCKSTENOTE2, THIS i ANCHOR TYPE, EDMENT AND EDGE ANCE PER SUBSTRATE, TABLE 1, SHEET 1. AVOID RFERENCE WITH SING ANCHOR BY DSING THE CORRECT iTH OR STAGGERING TIONS. EXTERIOR a INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD, INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO 2X WOOD. I EDGE DISTANCE EMBEDMENTENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM TYP. ANCHOR 1 TYP. ANCHOR TYPE, EMBEDMENT TYPE, EMBEDMENT AND EDGE AND EDGE 29 DISTANCE PER DISTANCE PER II SUBSTRATE, SEE SUBSTRATE, SEE TT SEE FLUSHBOLT TABLE 1, SHEET 1. 31 TABLE 1, SHEET 1. III DETAIL, SHEET 12 I Il DETAIL( 6 DETAIL(K) OSIDELITE/ TRANSOM I DOOR 14 15 WINDOW FRAME VISIBLE LIGHT VISIBLE LIGHT HEIGHT DLO) HEIGHT(DLO) 41DOOR FRAME HEIGHTr EXTERIORaETAIL(J II DETAILOL INSTALLATION TYP. ANCHOR jl OPTION 2 TYPE, EMBEDMENT AND EDGE t4-_ INSTALLATION DISTANCE PER 1 I ANCHORS DIRECTLY 2g SUBSTRATE,SEE j I 22 23 TYP, ANCHOR INTO MASONRY. LTABLE 1, SHEET 1. TYPE, EMBEDMENT I AND EDGE 1/4" MAX. SHIM OR T DISTANCE PER 3.4 KSI NON- SHRINK, J_I SUBSTRATE, SEE TABLE 1, SHEET 1. 23 NON-METALLIC GROUT -FULL rD LENGTH FULL LENGTH 1/4" MAX. SHIM HOR 2X WOOD BUCKSTRIP E ENT CONCRETE PER EMBEDMENT OR FRAMING, SEE REQUIREMENT NOTE 2, THIS SHEET EDGE DISTANCE —- - EDGE DISTANCE PRODUCT REViSBD as —plying with aw P -6& Boiidmg Code Acwp=ce No A) NO CHANGES THIS SHEET JR-03I18115 B) NO CHANGES THIS SHEET JR - 01 @4/16 V W y co nay 0 0 N n y v alga O ui U' N N o Ln O M d J m g C1ZJpOpLLLoLLL DUUX W 6 m0 ctC)LU OO v z v Za LL O rn K aav5 m O m rn Z Oz F— Z LU nuOd' LL JQ I.-:FJ Lo1 U Z o 0 71T7 s uas 4.565" 500' 1.000" O1 FRAME HEAD & JAMB 20000,Rigid Cellular PVC 1.503" { 080" 3.564" Lj 1.075' 5UHINGE STILE REINFORCEMENT 20013, 6063-T6 1.359" INACTIVE 13 ASTRAGAL COVER 20004, Rigid PVC r.632'[-- T==';=) .386' 050" J j 3.925" -- OI_Ja 2 FRAME SILL 20001, Rigid PVC I- 1.500" 2.146'-+{ 278" 080• .080' 3.518' 3.518" 888• OTOP & BOTTOM RAIL O PANEL STILE REINFORCEMENT REINFORCEMENT 20014, 6063-T6 #20015, 6063-T6 L-" 140" 28811 pop" J 14 BEVELED BEAD 20005, Rigid PVC j.540' 500' U UUUUUU-- . 062' SINGLE DOOR 20 ASTRAGAL COVER 22 SILL CAP 20012, Rigid PVC #19009, Rigid PVC ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS, LTD. 140' 281" 060" OGEE 15 BEAD 20006, Rigid PVC 935" r0125* 191" -T + 23 ANCHOR PLATE 19031. 6063-T6 4.922' - 312' 1.7 " ter 3 PANEL, RAIL & STILE 20002, Rigid Cellular PVC 2.488' 761' 3.518" 080' i 1.075" 1- -- 8 ACTIVE ASTRAGAL 20016, 6063-T6 1.450" 610" 070• 16 FRAME SCRECOVER 20007, Rigid PVC 2.285' ---I 723" 063' 24 THRESHOLDCAP 20020,6063-T6 2.281" 582' O 04 1.457' T 1 075' OSIDELITEADAPTER20003, Rigid PVC 9 INACTIVE ASTRAGAL 20017. 6063-T6 yr 075' j .343• 17 ADD -ON FIN/FLANGE 420008, Rigid PVC 374" 4.561' 100' 1.000- 10 1"FRENCH DOOR MULLION 20022, 6063-T6 4tC77:j- 1.258" O60' 3755" .773' .06I2- I 8V MULLION ACTIVE 18 CAP 19 ASTRAGAL COVER 020009, Rigid PVC #20011, Rigid PVC 1.012" 1.625" . 901' I-- 060' 1.041' 930' 7.104, 200" J . 050" HINGE TRIM 7/16" SQUARE 25 DRIP CAP 26 COVER 27 BEAD 20021, 6063-T6 #20023, Rigid PVC #20047, Rigid PVC TRf1DUCT R£VLSED az wmoc1T'- with dtt 1'-6- HuildingCock ALRPI!lOLY NO ,`2fo•O tiare A) NO CHANGES THIS SHEET z JR-03/18115 m B)ADDED PART*27 JR-01/24/18 z W r Y m m 3 N ^ ale0 O vj L N J J f7 C,4 08ZLLLLco U V X N o W 02 co a NZI-W m0 r, > OO Cp a z az °iv j 04 z LLO o O Iaa4S rn z H z W z elo g o LL n U, J 1n OWu. apt sep seveg t POTParti I Description Material 1 20000 Door 3 Skl9literrMn60M Main Frame Cellular PVC 2 20W7 Door Frame Sill Rigid PVC 3 20002 Panel Stile 6 Rail Cellular PVC 4 20003 Sidelite Ada ter Rigid PVC 5 20073 Hinge Stile ReiMorcemant Alum., W83-TB 6 20014 Parcel Rail RelMoroannont Alum., 6063-T6 7 20015 Panel Stile Roln/orcoment Alum., 6083-T6 8 2W16 Active Astragal Rigid PVC 9 2W77 Inactive Astragal Rigid PVC 10 20022 1' French Dr Mullionoo Alum.. 6063-T6 13 20004 bactiw Astragal Cover Rigid PVC 14 20005 1-1/18' Bowl Bead Rigid PVC 15 20008 1-1/16' Ogee Bead Rigid PVC 18 20007 Screw Cover Rigid PVC 17 20008 Add -on FINFlargs Rigid PVC 18 20009 1' Minion Cop id PVC 19 20011 AcBw Ace al Cowf Rigid PVC 20 20012 SI b Door Portugal Cover R W PVC 22 2W18 SIII Screw Cover id PVC 23 19031 Anchor Plate Alum., 6063-T6 24 20020 Threshold Cover Alum., 6063-T6 25 20021 00p Ca Rigid PVC 2B 20023 Hinge Tdm Cowr Rigid PVC 27 20047 7/18' Sq— Bead Rigid PVC Z8 Fin Weatherstdp 29 167113 FmmM Weatmerstnp 31 7WPT41 Framato-WMe Slab Saew. #14 X 1-1/2' Ph. FK 16.625' O.C. Stainless Steal 32 7S101X Fnme-to-Ner. Slab Screw #10 X1' Ph. FH, 28' O.C. Stainless Steel 33 78XiFPT410 Relnb—nt Screw. #8 X 1' Ph. FH, 18' O.C. Stainless Steel 34 710X2FPAX Fanw Aasemby Sctew. #10 X7 Ph. FH Stainless Stool 35 714FPT410XW W-W Shb Assembly Screw #14 X 1-1/2' Ph. FM Slalnbas Steal 36 71420X2.25 N-W Slab Aaaerrbly Screw. #14 X2-1/4' Ph. FH Stainless Steel 37 TIPS Spacer System Cardinal )L Edge Spacer 39 Quanwx D—S-15 ace,, Compoa8e BealanUDassl—t 40 62689 Ouarrx SuperSpwer, Foam EPDM w/ Desaic nt 41 2002E jSettlng Bock, 85 -/- 5 duo. vinyl 42 Beckbaddirg: Dow995 or GE-7700 SlGwne 43 Argon Gsa 44 6ML5140 lHot Melt Butyl 451 1652 S.ItIng Block 9/16' x 4' x &IS , 85 t/- 5 dum, N- 461 1611 1 Setting Block 117 x V x 1/5'. 85 N- 5 duro. Nao ra 47 - 73 see Hard-. BOM, Table 12, Sheet 12 90 20033 I actiw Astragal Cap Acetel 91 65 Active Astragal Cap Acetel ALL Kna1-- A— K -U I.cLLULAK r'— D, ANCHOR O.C. DIMENSIONS SHOWN AS MAXIMUM. DAYLITE OPENING (DLO) SIZES WHEN USING PART # 3: (WIDE RAILS OR STILES) X DOOR FRAME HEIGHT- 12.1 = DLO HEIGHT X DOOR FRAME WIDTH - 12.3 = DLO WIDTH XX DOOR FRAME HEIGHT) - 12.1 = DLO HEIGHT XX DOOR FRAME WIDTH 12)- 11.5 = DLO WIDTH SLT/TR FRAME HEIGHT-12.1 = DLO HEIGHT SLT/TR FRAME WIDTH - 12.1 = DLO WIDTH WHEN USING PART # 4: (NARROW RAILS OR STILES) SLT/TR FRAME HEIGHT- 4.9 = DLO HEIGHT SLT/TR FRAME WIDTH - 4.9 = DLO WIDTH DOOR HEAD 23 1 28 DOOR PANEL HEAD HINGE STILE DOOR PANEL LOCK STILE JAMB W/NARROW FRAME S I DELITE/TRANSOM SILL W/WIDE FRAME HEAD SIMILAR) PRODUCT REVISED as c Plyind with an Florida Euilding Code ACwptwc< No Exp-i.!w m Data 2D) A) ADDED #38 - JR - 03/18/15 e B) ADDED PARTS #27, #45 & #46 JR - 01/24/16 U W r1c) to Y1)7a8 0r m 0 a+ao O C N O N Z LL uui LL to MB0 WW oNJMOWZ02 W m O K C 04Opv z j IiZ g oZ Om LL O Q Of p O Q 754S u OO x H Z QZW WO ala,- LLO trLL W w Z QIt sauces HARDWARE DETAILS & LOCATIONS 47-49 62,63 67 3 52, 54 EQUALLY- Y SPACED / 67 47-49 53-54 EQUALLY- ° SPACED O 44' EQUALLY- MAX' SPACED 8 MAX- 70-73 X" CONFIGURATION PGTPart# Description Material 47 U6603 7701 P3000 3-PT Rhino Lock (6'8"), Amesbury Inc. Stainless Steel 48 666032702 P3000 3-PT Rhino Lock low 6'8"), Amesbury Inc. Stainless Steel 49 71032X1FPFX Rhino Lock Screw. 10-32 X 1" Phil. FH Stainless Steel 52 20027 Adjustable Strike Plate Assembly, Amesbury Inc. Stainless Steel 53 20028 Center Strike Plate Assembly, Amesbury Inc- Stainless Steel 54 7S101X Strike Plate Screw, Qg: #10 X 1" Phil. FH 410 S.S. 55 7BX12PFHUX Strike Plate Screw, QN: #8 X 1/2" Phil. FH 410 S.S. 601 7SB1202 Flush Bolt QOQ 61 7803725 Flush Bolt Rod QO9 62 420034 Flush Bolt Guide Q09 63 7632X12FP)(P Flush Bolt Guide Screw: B-32 X 1/2" Phil. FH 64 48033N Guide Pin ()O) 65 78036 Flush Bolt Strike Plate ()09, Amesbury Inc- Stainless Steel 66 7832X12FP)? Flush Bolt Strike Plate Screw, ()OQ: #8 X 3/4" Phil. FH 410 S.S. 67 eries Handle/Le%er 68 varies Dummy Handle/Lemr 70 20025 Butt Hinge, Amesbury Inc. Stainless Steel 71 71032XiFPFX Hinge, Slab Screw #10.32 X 1" Phil FH Stainless Steel 721 7S101X I Hinge, Frame Screw. #10 X 1" Phil. FH Stainless Steel o 52,55 53,55 60 68 E XX" CONFIGURATION \ 61 SEE DETAIL, TOP LOCK SIMILAR HINGE DETAIL: 9/16, BEYOND - PANEL a A) NO CHANGES THIS SHEET p JR - 03/18/15 TJ B) NO CHANGES THIS SHEET JR - 01/24/16 w y N M aa O L6 o y v i N N a/op OK Y N M O LL rn o Z LL LL p O U V oXD co LU M O O O v z J M az CD rn LL Z Q J 0Q0 o N m O w aa45 ac COto F- z w w aia S u) o D' LL LL z Lnto W U z 0 U) 0 ai71 asap s ua5 0 Page 1 of 2 BCIS Home Log In I User Registration Hot Topics Submit surcharge Stats & Facts Publications I FBC Staff ( BCIS Site Map Links Search Flodda r Product Approval 0.USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16054-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/ Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd. com Authorized Signature Brent Sitlinger bsitlinger@miwd. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Steven M. Urich, PE W Validation Checklist - Hardcopy Received Certificate of Independence FL16054 R5 COI FLCOI.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/ WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method 'Method 1 Option D 11 / 29/2016 Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/30/2015 11/02/2015 11/03/2015 12/15/2015 FL # Model, Number or Name Description 16054.1 SERIES 420 OXXX SGD SERIES 420 OXXX SGD REINFORCED NON IMPACT REINFORCED INTERIOR REINFORCEMENT) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16054 R5 II 08-01830C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL16054 R5 AE 512517C.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 16054.2 SERIES 420 OXXX SGD REINFORCED SERIES 420 OXXX SGD REINFORCED NON IMPACT INTERIOR AND EXTERIOR REINFORCEMENT) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16054 R5 II 08-01831C.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL16054 R5 AE 512518C.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 16054.3 SERIES 440 OXXX SGD REINFORCED SERIES 440 OXXX SGD REINFORCED NON -IMPACT INTERIOR AND EXTERIOR REINFORCEMENT) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16054 R5 II 08-01885C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL16054 R5 AE 512577C.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 16054.4 SERIES 440 OXXX SGD REINFORCED SERIES 440 OXXX SGD REINFORCED NON -IMPACT INTERIOR REINFORCEMENT) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16054 R5 II 08-01886C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL16054 R5 AE 512578C.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W _eChfc -a Creditf Safe SCCUCLty,hIETRICS' 11 /29/2016 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS .AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XIIX, XIP, PIX, XIIP, PIIX, XIIIP, PIIIX - - TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATION AND ANCHORING 4 — 9 INSTALLATION DETAILS REVISIONS DESCRIPTION. DATE APPROVED REVISED REINFORCEMENTS 06/10/13 R.L. ADDED FLANGE INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 10/12/15 R.L. SIGNED: 1012912015 MI W190001LAKESDAND DOORS, LLC ``\\\\S`RIIt0///xi FLOWER MOUND, TX 75028 •*`CEN'q y'p SERIES 440 XIIX SGD REINFORCED *• 0951 NON - IMPACT ( NOTES o TATE DRAWN: DWG NO. ftEV V.L. 08-01886 C SCALE NTS IDATE 01 /08/13 1SHEET 1 OF 9 6" 6" MAX L 17" MAX O.C. 96" MAX FRAME HEIGHT 189 1/8" MAX FRAME WI OCr1ICJ "V A11A Ou norvrvnr.CU EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35.OPSF NONE REFER TO CHARTS #1 & #2 FOR OTHER UNITS RATINGS CHART#1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (pst) Frame Height Single Panel and Total Frame Width in) 30.0 1 36.0 42.0 47.3 go 144.00 168.00 189.13 in) Pos TNeg Pos Neg Pos I Neg Pos Neg 78.0 50.0 1 60.0 1 50.0 55.4 50.0 50.0 46.6 46.6 80.0 50.0 60.0 50.0 53.6 48.3 48.3 44.9 44.9 84.0 50.0 1 57.8 1 50.0 50.4 45.3 45.3 42.0 42.0 88.0 50.0 54.7 47.5 47.5 42.6 42.6 39.4 39.4 92.0 50.0 51.8 44.9 44.9 40.2 40.2 37.0 37.0 96.0 49.3 49.3 42.6 42.6 38.0 38.0 35.0 35.0 CHART #2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 1. MAX 90 D.L 8 0. 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF ANCHOR LOCATIONS REQUIRED Design pressure chart (pst) Frame Single Panel and Total Frame Wdth (in) Height 30.0 36.0 42.0 47.3 120.00 144.00 168.00 189.13 in) Pos Neg Pos Nag Pos Neg Pos I Neg 78.0 60.0 60.0 55.4 55.4 50.0 50.0 46.6 1 46.6 80.0 60.0 60.0 53.6 " 53.6 48.3 48.3 44.9 44.9 84.0 57.8 57.8 50.4 50.4 45.3 45.3 42.0 42.0 88.0 54.7 54.7 47.5 47.5 42.6 42.6 39.4 39.4 92.0 1 51.8 51.8 44.9 44.9 40.2 40.2 37.0 1 37.0 96.0 49.3 49.3 42.6 42.6 38.0 38.0 35.0 35.0 REVISIONS DESCRIPTION REVISED REINFORCEMENTS ADDED FLANGE INSTALLATION REVISED INSTALLATION DETAILS rue PT eo DATE APPROVED 06/10/13 R.L. 12/10/13 R.L. 10/12/15 R.L. Number of anchor locations required Frame Height Single Panel and Total Frame Wdth (in) 30.0 36.0 42.0 1 47.3 in) 120.0 144.0 168.0 1 189.1 H&S Jamb H&S Jamb H&S Jamb H&S Jamb 78.0 8 5 9 5 11 5 12 5 80.0 8 5 9 5 11 5 12 5 84.0 8 6 9 6 11 6 12 6 88.0 8 5 9 6 11 6 12 6 8 6 9 6 11 6 12 6 E92. 0 96.0 8 6 9 6 1 11 6 12 6 MI WINDOWS AND DOORS, LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 440 XIIX SGD REINFORCED NON - IMPACT ELEVATION DRAWN: DWG NO. V.L. 08-01886 SCALE NT$ JDATE 01/08/13 1 SHEET OF 9 SIGNED: 1012912015 CENS•gcP 0, 6951 T((AtE OF 4 RE.t`. V . s CO.RI Q: C i S ONAL1.. I WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT 10 WOOD SCREW EXTERIOR APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. rEDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 D TO BE SET A BED OF DROVED SEALANT 1 /4" MAX. SHIM SPACE MIN. v1ENT MIN I- DISTANCE REVISIONS REV DESCRIPTION DATE APPROVED A REVISED REINFORCEMENTS 06/10/13 R.L. B ADDED FLANGE INSTALLATION 12/10/13 R.L. C REVISED INSTALLATION DETAILS 10/12/15 R.L. 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1 /2"MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOROR2XBUCK BY OTHERS JAMB INSTALLATION DETAIL APPROVED WOOD FRAMING OR 2X BUCK INSTALLATION SEALANT MI WINDOWS AND DOORS, LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 440 XIIX SGD REINFORCED NON - IMPACT INSTALLATION DETAILS DRAWN: DWG NO. V.L. 08-01886 SCALE NTS °ATE 01/08/13 1SHEET OF 9 REV C SIGNED: 1012912015 N\\\S' R I ICJ04f 5 TAT METAL STRUCTURE BY OTHERS APPROVED SEALANT APPROVED SEALANT META STRUCTUF BY OTHEF 3/4" MIN DISTANCE 1 /4" MAX. SHIM SPACE OR LLING SMS OR DRILLING W SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3/4" MIN EDGE DISTAN t- 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS DESCRIPTION DATE APPROVED REVISED REINFORCEMENTS 06/10/13 R.L. ADDED FLANGE INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 10/12/15 R.L. i. - V V SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 440 XIIX SGD REINFORCED NON - IMPACT INSTALLATION DETAILS DRAWN: DWG NO. V.L. 08-01886 SCALE NTS IDATE 01/08/13 SHEET OF 9 SIGNED: 1012912015 QM i G v,•\OENSF9iP 0, 61251 TAT REv ,• A OP;• C , x ijs NAL1E?G` CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 APPROVED SEALANT 3/16" TAPCON 2 1 /2" MIN. EDGE DISTANCE I - a• a 1 1/4" MIN. a. EMBEDMENT EXTERIOR 3/16" TAPCON APPROVED SEALANT OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE INTERIOR 1 1/4" MIN. EMBEDMENT 2 1/ J 2" MIN. n EDGE DISTANCE c o c TO BE SET BED OF OVED SEALANT 1/4" MAX. SHIM SPACE MIN. RENT MIN. LVI,L UISTANCE 1 /4" MAX, ISHIM SPACE 3/16" TAPCON REVISIONS DESCRIPTION DATE APPROVED REVISED REINFORCEMENTS 06/10/13 R.L. ADDED FLANGE INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 10/12/15 R.L. EXTERIOR INTERIOR APPROVED SEALANT OPTIONAL 1 X BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETE/MASONRYINSTALLATION SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS SIGNED: 1012912015 LLCMIWINDOWS1900KESDEPARKDOORSWAY FLOWER MOUND, TX 75028 CENS•gcA% 0,,6 2 5SERIES440XIIXSGDREINFORCED NON — IMPACT INSTALLATION DETAILS A•• TATOF `` i sSNA"G DRAWN: DWG 110. REV 08 01886 C SCALE DATENTS 01/08/13 55 OF 9 I WOOD FRAMIN( OR 2X BUCI BY OTHER' APPROVED SEALANT 10 WOOD SCREW A APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /0" MIN. STANCE MIN. VENT 1 z /o Muni EN 1/2 EDGE I 10 We SCF WOOD FRAM OR 2X Bl L TO BE SET BY OTHI A BED OF DROVED SEALANT 1 /4" MAX. SHIM SPACE MIN. VENT MIN. LuuL DISTANCE REVISIONS REV I DESCRIPTION DATE APPROVED A REVISED REINFORCEMENTS 06/10/13 R.L. B ADDED FLANGE INSTALLATION 12/10/13 R.L. C REVISED INSTALLATION DETAILS 10/12/15 R.L. 1 /A" —V 0/iIVID IIVJ I f1LL/i I ILBV UE I MIL SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 440 XIIX SGD REINFORCED NON — IMPACT FLANGE INSTALLATION DETAILS DRAWN: DWG NO. V.L. 08 — 0188 6 SCALE NITS DATE 01/08/13 1 SHEET OF 9 REV C SIGNED: 1012912015 RI ILI0 i'// OsO>Fr METAL STRUCTURE BY OTHERS APPROVED SEALANT APPRO SEAL STRU BY 0 I _ _ 1 3/4" MIN. DISTANCE 1 /4" MAX. SHIM SPACE IS OR RILLING SMS OR DRILLING W SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3/4" MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION A REVISED REINFORCEMENTS B ADDED FLANGE INSTALLATION C REVISED INSTALLATION DETAILS SEALANT V JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 440 XIIX SGD REINFORCED NON - IMPACT FLANGE INSTALLATION DETAILS DRAWN: DWG NO. V.L. 08-01886 SCALE NTS IDATE 01/08/13 SHEET OF. 9 DATE APPROVED 06/10/13 R.L. 12/10/13 R.L. 10/12/15 R.L. SIGNED: 1012912015 1 OF CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 APPROVED SEALANT 3/16" TAPCON EXTERIOR I I 11 11 11 11 11 11 11 INTERIOR MIN. BENT 1 1/4" MIN. EMBEDMENT i 2 1/2" ° MIN. a EDGE e" DISTANCE ° ov v 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT APPROVED SEALANT 1/4" MAX. OPTIONAL 1 X BUCK SHIM SPACE TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY a c BY OTHERS a - 1 1/4" MIN. 4 EMBEDMENT a da d 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS DESCRIPTION DATE APPROVED REVISED REINFORCEMENTS 06/10/13 R.L. ADDED FLANGE INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 10/12/15 R.L. 1/4" MAX. ISHIM SPACE INTERIOR 3/ 16" TAPCON EXTERIOR APPROVED SEALANT OPTIONAL 1 X BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETE/MASONRY INSTALLATION SECURED SEE NOTE 3 SHEET 1 CONCRETE/ MASONRY BY OTHERS MI WINDOWS AND DOORS, LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 440 XIIX SGD REINFORCED NON — IMPACT FLANGE INSTALLATION DETAILS DRAWN: DWG NO. V. L. 08-01886 SCALE NTS IDATE 01 /08/13 ISHEET8 OF 9 REV C SIGNED: 1012912015 NZ ,• C F N.4F-f ern . 1/2' MIN E DISTANCE 1A1rcolno TRIM 1 3/8" MIN. EMBEDMENT HOOK STRIP WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE TRIM HOOK STRIP - 10 SCR SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED REINFORCEMENTS 06/10/13 R.L. B ADDED FLANGE INSTALLATION 12/10/13 R.L. C REVISED INSTALLATION DETAILS 10/12/15 R.L. 1 MIN. EDGE DIST. ^ TRIM ° 1 1/4° MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE I BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED TAP 0C EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE MI WINDOWS AND DOORS, LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 440 XIIX SGD REINFORCED NON - IMPACT INSTALLATION DETAILS DRAWN: DWG NO. V.L. 08-01886 SCALE NTS DATE 01 /08/13 1SHEET 9 OF . 9 SIGNED: 1012912015 v•\C+ENs 9s. A 1o„625tit' • Page 1 of 3 BCIS Home Log In I User Registration Hot Topics !, Submit Surcharge Slats & Facts Publications ( FBC Staff BCIS Site Map Links j Search a bpr r ', Product Approval tlt .USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail OMEN FL # FL15332-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received r Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Steven M. Urich, PE Wt Validation Checklist - Hardcopy Received Certificate of Independence FL15332 R3 COI FLCOI.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 11 /29/2016 Page 2 of 3 Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 FL # Model, Number or Name 15332.1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Description SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Installation Instructions FL15332 R3 II 08-00500D.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R3 AE 510807C.pdf Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NOW REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00498D.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510805C.pdf PRESSURE RATINGS Created by Independent Third Party: Yes j15332.3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02248B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512968B.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02249B.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No, Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512969B.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02250B.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512970B.13df PRESSURE RATINGS Created by Independent Third Party: Yes 15332.E SERIES 420 REINFORCED AL--TUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00499D.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510806C.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL15332 R3 II 08-00501D.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 11 /29/2016 Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I FL15332 R3 AE 510808C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00502D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510809C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00503D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510810C.odf PRESSURE RATINGS Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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Product Approval Accepts: 65 W eChec Credit• safe se`eunty Ics° j.a 11 /29/2016 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY' TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR, MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8.. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR, GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N', TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO.I DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVISIONS DESCRIPTION DATE APPROVE. ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 11iu11/// R d19 i 1900 LAKESIDE PARKWAY J c? • FLOWER MOUND, TX 75028 v,•GENS,,J+ SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" x 41, S DRAWN: DWC NO. REV fNOTES `0AT OF •` n •'CpR OP• OS B90F x7•ssj/INASCALENTS °ATE 10/30/13 SNOEET 1 10 1 F FF HE 6" MAX 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX O.C. 6" MAX 17- 17" MAX O.C. 16" IAX AME IGHT 6" MAX 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.OPSF NONE SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS REVISIONS REV DESCRIPTION DATE I APPROVED A ADDED FLANGE AND FININSTALLATION12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15, R.L. CHART# 1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (pso Frame Height Single Panel and Total Frame Wdth in) 30. 0 36.0 42.0 48.0 In) 60. 00 72.00 84.00 96.00 Pos Neg Pos I Neg Pos Leg 84, 0 40.0 58.4 40.0 50.9 40.0 42A 88. 0 40.0 552 40.0 48.0 E54 39.4 39.4 92. 0 40.0 52.4 40A 45.4 37.1 37.1 96. 0 40.0 49.8 40.0 43.1 35.0 35.0 CHART# 2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (pso Frame Height in) Single Panel and Total Frame Wdth in) 30, 0 36.0 42.0 48.0 60. 00 72.00 84.00 96.00 Pos I Neg Pos I Neg Pos Neg Pos Neg 84. 0 58.4 58.4 50.9 50.9 45.7 45.7 42.0 42.0 88. 0 55.2 55.2 48.0 48.0 43.0 43.0 39.4 39.4 92 0 52 4 52.4 45.4 45.4 40.6 40.6 37.1 37.1 96. 0 49.8 49.8 43.1 43.1 38.4 38.4 35.0 35.0 CHART # 3 Number of anchor locations required Frame Height in) Single Panel and Total Frame Width (in) 30, 0 36.0 4290 48.0 60. 0 72.0 64.0 96.0 H& S Jamb H&S Jamb H&S Jamb H&S Jamb P 4 6 5 6 6 6 6 6 88. 0 4 6 5 6 6 6 6 6 92. 0 4 6 5 6 6 6 6 6 96. 0 4 6 1 5 6 6 6 6 6 SIGNED: 1012312015 MI WINDOWS LLC u o LaKEsiOANDPARKWAYFLOWER MOUND, TX 75028 gENs'9J, SERIES 420 SGD REINFORCED WITHOUT ADAPTER fir• 451 yt ELEVATION TAT OF PF DRAWN: OWC NO. REV 0 •' OEDRI P• \ i, ss/pNAI V.L. 08-02249 B SCALE NTS I DATE 10/30/13 ISHEET2 OF 10 11111111\0 c N FR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX 17 MAX O.C. 6" MAX 17" MAX O.C. 6" - 4X 1ME GHT 6" MAX 6" MAX 1 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACTRATING REQUIRED t35.0PSF NONE SEE CHARTS 81 AND #2 SHEET2 FOR OTHER UNITS RATINGS REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. CHART #4 Number of anchor locations required Single Panel and Total Unit Width (in) Frame Height in) 30.0 36.0 42.0 48.0 60.0 72.0 84.0 96.0 H&S Jamb H&S Jamb H&S Jamb H&S Jamb 84.0 4 6 5 6 6 6 6 6 88.0 4 6 5 6 6 6 6 6 92.0 4 6 5 6 6 6 6 6 96.0 4 6 5 6 6 6 6 8 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FIN ELEVATION V.L. 08-02249 NTS °ATE 10/30/13 1SHEET OF 10 SIGNED: 1012312015 S 1R I (Ll0 1// i 6OF •• F•'0R10P• i S NAl1E?G 1 /2" MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING EMBEQMENT OR 2X BUCK BY OTHERS 1 /4" MAX. SHIM SPACE 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I I INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN. 1-1 TANCE REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 3/8" MIN. 1/4" MAX. EMBEDMENT F SHIM SPACEINTERIOR 1/2" MIN. EDGE DISTANCE IR 10 WOOD SCREW EXTE WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 1012312015 MI AND LLC 1900oLAKESIDPARKWA J`+1R1! to ,/,// FLOWER MOUND, TX 75028 r••\CENB.gcP ., 0,. 695OF1 1 SERIES420SGDREINFORCEDWITHOUTADAPTER96" x 9O FRAMEINSTALLATIONDETAILS' TAT E • Fs' cCOR10P DRAWN: DWC N0. Rd13 08NA j1E 502249SCALEGATENTS10/30/13 4 OF 10 M ETAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE 1/4" MAX. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR I I I I I I I I INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" -MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 3/4" MI EDGE DIST/ I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS DESCRIPTION DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WINDOWSLLC R II:IOPARKWAY FLOWER MOUND, TX 75028 i'// J GENSF9'p SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 9O py6 51 fl FRAME INSTALLATION DETAILS S EI*• TAT OF DRAWN: DWG NO. REV R1QP•\ 0 V.L. OS-02249 B lsSj "' • scALE NTS DATE 10/30/13 SHEETS OF 10//i/HAj1E\\ 2 1 / MIN. EDGE DISTANCE a c 1 1/4" MIN. e• EMBEDMENT CONCRETE/ n MASONRY 1 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II (I I) INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT c —F a 1 1/4" MIN. a°A T EMBEDMENT 4 ,:. REVISIONS DESCRIPTION DATE I APPROVED ADDED FLANGE AND FININSTALLATION12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 1/4" MIN. EMBEDMENT 1/ 4" MAX. 2 1/2„ c SHIM SPACE INTERIOR MIN. EDGE o DISTANCE d i 3/ 16" TAPCON CONCRETE/ MASONRY BY OTHERS a a o' c a EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1 X BUCK TO BE PROPERLY CONCRETE/MASONRYINSTALLATION SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1012312015 EDGE/ DISTANCE VERTICAL CROSS SECTION MI WINDOWS AND DOORS LLC u1u1lo,/ CONCRETE/MASONRY INSTALLATION 1900 LAKESIDE PARKWAY 5 R • L \\J\ FLOWER MOUND, TX 75028 GENSF.P-' SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0, 61251 x 9 6" x 9 6" FRAME INSTALLATION DETAILS f 0 , TAT OF iORA N: DWG NO. RE ss CORVD't- OH—OZZ49 SCALE DATE SHEET NTS10/30/13 6 OF 10 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX. SHIM SPACE REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 10 WOOD SCREWS 1/2INTERIOR MIN. FEal) lEDGE DISTANCE EXTERIOR INTERIOR r GOFOSET IN #10WOOD $ VED SEALANT SCREWS 10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS MIN. RENT GUI, C UI' IHIVI.G VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 EXTERIOR WOOD FRAMING 7— JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR2XBUCK INSTALLATION BY OTHERS SIGNED: 1012312015 MI WIWS E LLC 1R 11 0 00o LAKESIDE PARKWDOOY J\S ,// FLOWER MOUND, TX 75028 GENS. •'p0,,61251 k= SERIES 420 SGD REINFORCED WITHOUT ADAPTER96" INSTALLATION FLANGE INSTALTION DETAILS S 0 , TATOFFss/.ORia G\` DING NO. RE V.L.DRAWN. 08-02249 7/// 111 scaLE NTS DATE 10/ 30/131SHEETOF10 3/4" MIN. EDGE DISTANCE METAL 1/4" MAX. STRUCTURE SHIM SPACE BY OTHERS 10 SMS OR SELF DRILLING SCREW EXTERIOR II I 11 11 INTERIOR L TO BE SET IN BED OF PROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3/4" MIN. EDGE DIISTANCE J 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4" MAX. SHIM SPACE REVISIONS REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 05/03/15 R.L. JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WI9 WS D (LC I IC0SR. OOLAKESID PARKWAY FLOWER MOUND, TX 75028 GENSF'9cf+ SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9T x 96" k•/j 0,,6951 *_ FLANGE INSTALLATION DETAILS j 0 • TAT OF t. DWC N0. RB 4oFSs± `ORIOG\\ V.L. DRAWN: 08-02249 SCALE GATE SHEETNTS10/30/13 8 OF 10 1/.NAL1 CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR 2 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. e• EMBEDMENT e REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 1 1/4" MIN. J.. EMBEDMENT 1/4° MAX. SHIM SPACE 1/4" MAX. SHIM SPACE a MIN. EDGE DISTANCE v 3/16" TAPCON 3/16" TAPCON CONCRETE/MASONRY BY OTHERS v INTERIOR v 0 al. SILL TO BE SET IN v r A BED OF APPROVED SEALANT INTERIOR LE47 ME NO- EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL iX BUCK J CONCRETEYMASONRY/NSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, y 1 1/4" MIN. NOT SHOWN FOR CLARITY. EMBEDMENT 2. PER/METER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. SIGNED: 10/23/2015 EDGE DISTANCE VERTICAL CROSS MI H/I OLD DOORS LLC INSTALLATION CONRETFJMASO1L0'',,/' OOAKESIDPARKWAYFLOWERMOUND, TX 7028 CENSF9ct+y SERIES 420 SGD REINFORCED WITHOUT ADAPTER it• 0,,61251 96" x 96" FLANGE INSTALLATION DETAILS g7 • TAT OF DRAWN: owc No. REV NG`` 08-02249e1RtO7 NAl1 ' SCALE NTSDATE10/30/13 sNEEr9 OF 10 REVISIONS 1/4" MAX REV DESCRIPTION DATE - APPROVED WOOD FRAMING BY OTHERS I I SHIM SPACEr A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. INTERIOR i 5/8" MIN. EDGE DIST. 1 1/4" MIN.F-1 e TRIM . ° 1 1/4" MIN. EMBEDMENT INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS APPROVED 1X BUCK BY OTHERS, SEALANT EXTERIOR HOOK STRIP 1 X BUCK TO BE BEHIND FIN PROPERLY SECURED 8 WOOD SCREW 7/16" MIN TA PCON EDGE DISTANCE , IAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK WOOD FRAMING OR 2X BUCK INSTALLATION HOOK STRIP INSTALLATION MASONRY/CONCRETE APPROVED SEALANT 1 1/4" MIN. BEHIND FIN EMBEDMENT 8 WOOD WOOD SCREW FRAMING BY OTHERS i 1/4" MAX. SHIM SPACE 7/16" MIN EDGE DISTANCE —I( —r EXTERIOR 1111 1111 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. 1/2" MIN. EDGE DISTANCE METAL STRUCTURE 3MIN. BY OTHERS DISTANCE DISTANCE INTERIOR TRIM TRIM 1 3/8" MIN. EMBEDMENT INTERIOR HOOK STRIP HOOK STRIP 10 WOOD SCREW 10 SELF DRILLING SCREW PANEL PANEL INTERLOCK EXTERIOR EXTERIORINTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING METAL STRUCTURE SIGNED: 1012312015 MI WI D LLC Il.Lo PDOOVRAooOLAKESIDARKWSTX 75028 qo R. GENSF' 9s FLOWERMOUND, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 51 •• k NOTES: , OK x 96" ' E 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, C_ NOT SHOWN FOR CLARITY NAILFIN & HOOK INSTALLATION DETAILS - • TAT OF DESIGNED IN ACCORDANCE WITH ASTM E22. PERIMETERANDJOWTSEALANTBYOTHERSTOBEnl DWO N0. REV i4 Fi9F<0 O8SOEE249B /ON10/30/ 13 10 OF 10 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT, 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM TABLE OF CONTENTS HEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. SIGNED: 1012712015 D LLCi` MI WlsooOLAKEs o,i' PDOO RSoARKWSAY 9pFLOWERMOUND, TX 75028•GENS 0 51 S Eo , TAT OF F•'fpR1OP• SERIES 430/440 XIX SGD 143" x 9 N REINFORCED NOTES DRAWN:- REV i ss'pNAl1E G\\ F.ALE 08 500E503 D DATENTS 02/23/09 1 OF 9 6" MAX - 6" MAX L 17" MAX O.C. 96" - MAX FRAME HEIGHT L 6" MAX 143"_MAX ^FRAME WIDTH SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 6" MAX CHART #1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (psn Frame Height in) Single Panel and Total Frame VNdth (in) 30.0 36.0 42.0 47.7 90.00 108.00 1 126.00 143.00 Pos I Neg Pos Neg Pos Neg Pos Neg 84.0 40.0 60.0 40.0 57.9 40.0 52.0 40.0 48.0 88.0 40.0 60.0 40.0 54.6 40.0 48.9 40.0 45.0 92.0 40.0 59.6 40.0 51.7 40.0 46.1 40.0 42.3 96.0 40.0 56.6 40.0 49.0 40.0 43.7 40.0 40.0 CHART #2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (psn Frame Height in) Single Panel and Total Frame Wdth (in) 30.0 36.0 42.0 47.7 90.00 108.00 126.00 143.00 Pos Neg Pos Neg Pos Neg 84.0 57.9 57.9 52.0 52.0 48.0 48.0 88.0 S59.659.6 54.6 54.6 48.9 48.9 45.0 45.0 92.0 51.7 51.7 45.1 46.1 42.3 42.3 96.0 49.0 49.0 43.7 1 43.7 40.0 40.0 CHART #3 Number of anchor locations required Frame Height in) Single Panel and Total Frame Width in) 30.0 36.0 42.0 47.7 90.0 108.0 1 126.0 143.0 H8S I Jamb I H8S I Jamb I H&S I Jamb HdS Jamb 84.0 6 6 7 6 8 6 9 6 88.0 6 6 7 6 8 6 9 6 92.0 6 6 7 6 8 6 9 6 96.0 6 6 7 6 8 6 9 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS DRAWN: DWG NO. F.A. 08-00503 SOALE NTS DATE 02/23/09 1S.72 OF 9 SIGNED: 1012712015 0 TAT OF 'tub R EV '••'cCOR10Q;• sSi11E G N ONA 1 /2" MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING EMBE MENT OR 2X BUCK BY OTHERS 1 3/8" MIN. 1/4" EMBEDMENT MAX. SHIM 10 WOOD SCREW SPACE I I MIN. EDGEE DDISTANCE 10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II 11 n II INTERIOR LULL UI IANV L VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW BE SET IN F APPROVED MIN. BENT WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO. F.A. 1 08-00503 sDALE NTS OATr 02/23/09 1 SHEET OF 9 SIGNED: 1012712015 OENs:9s TaT- REv 0' PF•'pRIDA• D ONAl1E G N\ F METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW I METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE 1 /4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. I SHIM SPACE I 3/4" MIN. dS OR EDGE DISTANCE INTERIOR MILLING R L TO BE SET IN BED OF APPROVED 4LANT 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. p 7 of lC EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012712015 MI WI D LLC o// OOOLAKESID PARKY v •\6ENS1 9,+iiFLOWERMOUND, TX 75028 SERIES 430/440 XIX SGD p,61251 1tEi NOTES: 143" x 96" REINFORCED 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, FOR CLARITY. FRAME INSTALLATION DETAILS; STATE OF ` NOT SHOWN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: REV i'F •:°! 0 R 10P • \'\ DESIGNED IN ACCORDANCE WITH ASTME2112 7708 D///ss ONAj1E?G\ s00E503 SCALEDATENTS02/23/09 4 OF 9 2 1/2" MIN. EDGE DISTANCE a..,'. . 1 1/4" MIN. a' EMBEDMENT 1 1/4" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE CONCRETE/ IMASONRY BY OTHERS 2 1/2" MIN, EDGE DISTANCE a OPTIONAL INTERIOR 1 x BUCK TO BE 1/4" MAX. ILPROPERLY SECURED SHIM SPACE 3/16" TAPCON SEE NOTE 3 SHEET 1 3/16" TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN a 'pTERIOR A BED OF APPROVED SEALANT 3/16" TAPCON LK OPTIONAL 1X BUCK TO BE PROPERLY MASONRY/ ONCRETE SECURED SEE NOTE 3 SHEET 1 BYOTHERS 1 1/ 4" MIN. EMBEDMENT VERTICAL CROSS SECTION CONCRETE/MASONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE REMSIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. OL r-- I1C J JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/ 440 XIX SGD 143" x 96' REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00503 SCALE NTS DATE 02/23/09 ISHET5 OF 9 SIGNED: 1012712015 b\C E 14'9 6`q' 0 95 •* 00 T PF• F( ORIOP• `i': MOOD FRAMING IOR 2X BUCK BY OTHERS 10 WOOD - SCREW EXTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 21 1 3/8" MIN. EMBEDMENT 1/4.' MAX. SHIM SPACE INTERIOR - rSILL TO BE SET IN A BED OF APPROVED I SEALANT 1 3/8" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS REV DESCRIPTION A ADDED CHARTS 8 REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS D REVISED INSTALLATION DETAILS 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM SPACEFI INTERIOR 1/2" MIN. EDGE DISTANCE LF16:La Lu y10 woo0 SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWG N0. F.A. 08-00503 SDAa NTS DA'E 02/23/09 SNEET6 OF 9 DATE APPROVED 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L. I SIGNED: 1012712015 5 11I I iL l0 - ///i o51yt= STATE OF •evz Ai, Eax G\ METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW I METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE r EXTERIOR 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4" MAX. SHIM SPACE 1/4" MAX. r SHIM SPACE OR 3/4"+ MIN. LLING EDGE DISTANCE INTERIOR 10 SMS OR SELF DRILLING SCREWS L TO BE SET IN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS EXTERIOR DRAWN: F.A. SCALE NTS REVISIONS REV DESCRIPTION A ADDED CHARTS 8 REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS D REVISED INSTALLATION DETAILS aj1 M JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DWG N0. 08-00503 DATE 02/23/09 1 SHEET 7 OF 9 DATE APPROVED 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L. SIGNED: 1012712015 It. 10 OENSF9i1' _ ir• 0 51 ••*= TATE OF • REv 0' OF•:c ORIOP• D /ssNA"E G`N 2 1/2" MIN. CONCRETE/ EDGE DISTANCE MASONRY BY OTHERS a a• • 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY 1/4" MAX. SECURED SHIM SPACE E NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR 3/16" TAPCON —\ INTERIOR 1 1/4" MIN. 1 /4" MAX. EMB- IiEDM— ENT SHIM SPACE 1 2 1/2" MIN. EDGE DISTANCE ° INTERIORs' 5" TAPCON v CONCRETE/MASONRY L BY OTHERS SILL TO BE SET IN a EXTERIOR A BED OF APPROVED SEALANT MASONRY/ CONCRETE g BY OTHERS f 1 1/4" MIN. c'. EMBEDMENT d Q VERTICAL CROSS SECTION 2 1/2" MIN. CONCRETEIMASONRY INSTALLATION EDGE DISTANCE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 5 tf'a ill L71 507T7 J j 7c;u: JAMB INSTALLATION DETAIL CONCRETEAMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWG NO. F.A. 1 08-00503 KALE NTS I DATE 02/23/09 ISHEET8 OF 9 SIGNED: 1012712015 11Vt111t/o 7i//, C E NSF o51 •• k TAT It OF •;, Z REv i 'OCORIOA• : 4FSDzliiS/ONA j1 1 5/8" MIN. EDGE DIST. TRIM - INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4" MIN. EMBEDMENT T 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE METAL STRUCTURE BY OTHERS TRIM -, INTERIOR HOOK STRIP REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/65/15 R.L. 3/4" MIN. EDGE DISTANCE S10 SELF DRILLING SCREW 1/2" MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, HOOK STRIP NOT SHOWN FOR CLARITY. 10 WOOD 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SCREW DESIGNED IN ACCORDANCE WITH ASTM E2112 EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2XBUCK/WOODFRAMING MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DRAWN: DWG NO. F.A. 1 08-00503 SCALE NTS I DATE 02/23/09 ISHEET9 OF 9 SIGNED: 1012712015 S1R I IL11/ iOENS.gJ+ SIX :- A4TAT OF O• REv '• ORIDP• dD M IAM I-D/4®E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOVICE OF ACCEPTANCE (NOA) www.niiAmidRde.gov/economy Wayne Dalton a Div. of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Code 2350 Insulated Steel Sectional Garage Door up to 18'-2" Wide x 8'-0" High with Optional Impact Resistant Glazing APPROVAL DOCUMENT: Drawing No. 353188, titled "Windload Specification Option Code 2350", sheets 1 through 7 of 7, dated 04/09/2014, prepared by Overhead Door Corporation, signed and scaled by Mark A. Sawicki, P.E. on 01/07/2016, 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 addresses in Pensacola, FL or Mt. Hope, OH, model member, 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. LIMITATION: This door has not been tested for air infiltration. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been arevision 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 airy 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 # 14-0204.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 16-0119.07 Expiration Date: November 27, 2019 Approval Date: May 19, 2016 05111 Upo l Page 1 Wayne Dalton a Div. of Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 353188, titled "Windload Specification Option Code 2350", sheets 1 through 7 of 7, dated 04/09/2014, prepared by Overhead Door Corporation, signed and sealed by Mark A. Sawicki, P.E. on 01/07/2016. B. TESTS "Submitted under NOA # 14-0204.09" 1. Addendum letter to Architectural Testing's test report # C9364.01-801-18, dated 07/07/2014, signed and sealed by Vinu J. Abraham, P.E. 2. 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, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of Series 8300, Option Code 2253 (2350), 18'2"x 8', Sectional Garage Doors, prepared by Architectural Testing, Inc., Test Report No. C9364.01-801-18, dated 10/02/2013, signed and sealed by Vinu J. Abraham, P.E. 3. Test report on Salt Fog Spray per ASTM 13117 prepared by Environmental Testing Laboratory, Inc., Test Report No.12732, dated 06/22/2013, signed by Brady Richard. C. CALCULATIONS "Submitted under NOA # 14-0204 09" 1. Structural and anchor calculations prepared by Overhead Door Corporation, dated 06/26/2014, signed and sealed by Mark A. Sawicki, P.E. 2. Structural and anchor calculations prepared by Overhead Door Corporation, dated 01/28/2014, signed and sealed by Mark A. Sawicki, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-0119.07 Expiration Date: November 27, 2019 Approval Date: May 19, 2016 E-1 Wayne Dalton a Div. of Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS "Submitted under NOA # 14-0204.09" 1. Test report on flame spread and smoke developed of BASF polyurethane foam per ASTM E84, Test Report # RJ1980-3, dated 07/20/2012, prepared by QAI Laboratories, signed by Greg Banasky. 2. Test report on ignition temperature of BASF polyurethane foam per ASTM D 1929, Test Report # 01.17794.01.304, dated 12/20/2012, prepared by Southwest Research Institute, signed by Matthew S. Blais. 3. Notice of Acceptance No. 12-0605.05 issued to Bayer MaterialScience LLC (MA) for its Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on 08/27/2017. F. STATEMENTS 1. Statement letter of code conformance to the 5th edition (2014) FBC issued by Overhead Door Corporation, dated 01/06/2016, signed and sealed by Mark A. Sawicki, P.E. Submitted under NOA # 14-0204 09" 2. Statement letter of code conformance to 2010 FBC issued by Overhead Door Corporation, dated 01/24/2014, signed and sealed by Mark A. Sawicki, P.E. 3. Statement letter of no financial interest issued by Overhead Door Corporation, dated 01/24/2014, signed and sealed by Mark A. Sawicki, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No: 16-0119.07 Expiration Date: November 27, 2019 Approval Date: May 19, 2016 E -2 NOTES: 1. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4" POLYCARBONATE. MAXIMUM GLAZING DIMENSIONS SHALL BE 14" x 46" CUTOUT, FASTENED WITH A MINIMUM $8 X 1" SMS: 3X ALONG THE HORIZONTAL AND 3X ALONG THE VERTICAL. THE MINIMUM BITE SHALL BE .375". SEE DETAIL J ON SHEET 4 FOR ASSEMBLY DETAILS. 2. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET NEGATIVE PRESSURES. 3. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. 4. LOUVER OPTION - LOUVERS MAY BE INSTALLED IN DOOR IF THE AREA OF EACH LOUVER DOES NOT EXCEED 60 IN'. DOOR VENTS LARGER THAN 60 INT MUST BE TESTED FOR IMPACT. 5. POLYURETHANE FOAM SHALL BE SANDWICHED BETWEEN FACER STEEL HAVING A MINIMUM 26 GA THICKNESS G-40 WITH PRIME COAT WITH A MINIMUM YIELD STRENGTH OF 46.8 KSI AND BACKER STEEL HAVING A MINIMUM 29 GA THICKNESS G-40 WITH PRIME COAT. OVERALL SECTION THICKNESS SHALL BE MINIMUM 1-5/16". 6. A 4-1/2" x 6" x 22 GA BACKER PLATE IS TO BE LOCATED AT EVERY INTERMEDIATE AND OUTER END HINGE LOCATION. 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 8. DOOR JAMB TO BE MINIMUM 2x5 STRUCTURAL GRADE LUMBER. 9. FOR LOW HEAD ROOM LIFT CONDITIONS, TOP BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET WITH A MINIMUM OF (3) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS IN LIEU OF THE BRACKET SHOWN ON THIS DRAWING. U-BAR ON TOP SECTION SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS. 10. DOOR WITHOUT POST SYSTEM HAS BEEN TESTED TO WITHSTAND DESIGN PRESSURES CORRESPONDING TO A 75 MPH WIND SPEED (+/-14.40 PSF). POST SYSTEM SHALL BE INSTALLED WHEN WIND SPEEDS ARE EXPECTED TO EXCEED 75 MPH. MI Wx P[ m PJg!p . P; a:•, N,-2613 1*// 6 1 13' . STATE OF 4J O fi 1 % gs ONAL 13 GA HORIZ ANGLE 13 GA FLAG ANGLE 16 GA MIN HORIZ TRACK 5/16x1-5/8" LAG SCREW (MIN 3 AS SHOWN) 4) 1/4-20x9/16" LARGE HEAD TRACK BOLTS OR 1/4-20 STUDS WITH 1/4-20 HEX NUTS 15 GA MIN VERT TRACK 1/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT AT EACH JB—US JAMB BRACKET LOCATION 5/16x1-5/8" LAG SCREW AT EACH JAMB BRACKET 15 GA STIFFENED JAMB BRACKETS SEE SCHEDULE FOR QUANTITY, LOCATION, AND TYPE KEY LOCK OR SLIDE LOCK BOTH ENDS NOT REQUIRED WITH OPERATOR — SEE NOTE 3). SLIDE LOCK SHOWN FOR CLARITY NOTE: (4) SECTION DOOR SHOWN. SEE I 1 THIS SHEET FOR GI OPTI ON. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MAX UNIFORM POINT LOAD AT HEADER AND DOOR DOOR LOAD EACH SLAB AT EACH POST WIDTH HEIGHT JAMB (PILE) LOCATION (LBS) 7'-0" 123.6/-123.6 1261.9/-1426.5 17,-2" 8'-0" 123.6/-123.6 1436.0/-1623.3 7'-0" 130.8/-130.8 1422.5/-1608.0 18'-2" 8'-0" 130.8/-130.8 1618.7/-1829.8 JAMB BRACKET SCHEDULE NO, OF JAMB LOCATION OF CENTERLINE OF JAMB DOOR NO. OF BRACKETS BRACKETS MEASURED FROM BOTTOM HEIGHT SECTIONS EACH JAMB) OF TRACK (ALL DIMENSIONS t 2") 2" (JB—US), 10" (JB—US), 21-3/4" 6'-6" 4 7 JB—US), 29-3/4" (JB—US), 39" (JB—US), 48" (JB—US), 57-1/4" (JB—US) 2" (JB—US), 10" (JB—US), 21-3/4" 7'-0" 4 7 JB—US), 29-3/4" (JB—US), 42" (JB—US), 52-1/2" (JB—US), 63-1/4" (JB—US) 2" (JB—US), 10" (JB—US), 18-3/4" (JB—US), 7'-6" 4 OR 5 8 26-3/4" (JB—US), 36" (JB—US), 45" (JB—US), 54-1/4" (JB—US), 74-1/2" (JB—US) 2" (JB—US), 10" (JB—US), 21-3/4" (JB—US), 8'-0" 4 OR 5 8 29-3/4" (JB—US), 39" (JB—US), 48" (JB—US), 7-1/2" (JB—US), 75-1/2" (JB—US) NOTE: JB—US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-2Ox9/16" TRACK BOLT AND NUT AS SHOWN ABOVE. PRODUCT REVISED u compyv s with Ms Fkrids mm" C*& A4'ClpWm No 6_ 07 19 n (ralrw,l STATIC PRESSURE RAl1NG5 APPROVED SILES Wagner DESIGN (PSF)' 466.00/-52.00 MA% IMO1H 18'-T DATE N YYY LEST (PSF): 69.00;-]800 MA% MEICNI` e'-O' DRANN 4/9/14 1 Dalton IMPACT/CYCLIC RATED (YES/NO)' YES MAX SECTION HEIGHT: W CHECKED DATE WI MODELS 4600/465O/fi600/B100/850D/5150/5200/TM515/TM525 SHEET 1OF 7 M3 5 -IS- DRIVE ORAYANG PART NO. NSACOLA, FLONIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2350 353188 850) 474-9590 Q`. A. SqW/i P,. GE N 3 c• C F_: 7 613 33% STATE OF :4J j DOOR PRODUCT RMSED a oamAyim wM Ow Flonde OWdbmQ& _. nMga rx.>rnW REH9— i lt®n IMPACT/CYCLIC RATED'(YES/NO): YES MAX SECTION HEIGHT: 24-1CHECKFDI 'DATE' MODELS 4600/4650/6600/5300/8500/5150/5200/TM515/TM525 SHEET 2 C 3395 A NSON DRIVE DRAMiNG PART NSACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2350 550) 474-9M 353188 2) 12 GA COMMERCIAL 'L' FRAME TOP BRACKETS ATTACHED WITH (4) 1/4-200/8" SELF DRILLING SCREWS 2 THROUGH U-BAR AND TOP BRACKET) 13 GA ROLLER SLIDE ATTACHED TO BRACKET WITH 5/16-18 BOLT NUT IN THE CENTER SLOT — ADD (2) 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS INSIDE OF EACH INSIDE END HIN( 2" STEEL ROLLER WITH V GRADE 1144 OR EQUIVALENT STEM — 12 GA EXTENSION BRACKET ATTACHED WITH (3) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS 2 THROUGH STRUT AND BRACKET) 00 000 14 GA BOTTOM BRACKET / 1 ATTACHED WITH (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS THROUGH U-BAR AND BOTTOM BRACKET AND (1) 1/4-14x5/8 SELF DRILLING TAMPER RESISTANT SCREW DETAIL A I HEADER \ HEADER LOCK i A-04 o BRACKET 2) 14 GA WIDE BODY END HINGES EACH ATTACHED WIT 4) 1/4-14x7/8" SELF •.—.- DRILLING CRIMPTITE SCREWS DETAIL B a. o 14 GA WIDE BODY 5 INTERMEDIATE HINGE o ATTACHED WITH .(4) ` o 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS . DETAIL C IA SSA ro 13 ST/AOF t4) 5/16xl-5/8" LAG SCREWS. 5/ 16-18x2-1/2" HEX BOLT & NUT DETAIL E 14 GA CENTER HING HITCH PIN 4) 1/4-147/8" SELF DRILLING CRIMPTITE SCREWS ADDED TO EACH HINGE WITH A POST STRAP 2) 5/16-12xl" SELF DRILLING SCREWS EACH \ WITH ( 1) 5/16 FLAT WASHER DETAIL F NO. 2 HALF HINGE ALIGN BOTTOM OF HINGE WITH TOP OF THE U-BAR — HITCH PIN_ / 4) 1/4-14x7/8"4e SELFDRILLINGCRIMPTITE SCREWS ( 2) THROUGH U-BA AND HALF HINGE DETAIL D 2) 5/16-120" PLATE SELF DRILLING SCREWS W/ 5/16 TOP FLAT WASHERS EXTENSION BOTTOM BRACKET--- TOP LOCK PLATE 4) 5/16-12xl" SELF r DRILLING SCREWS 4) 5/16-120" SELF DRILLING SCREWS INNER POST 4) 1/4-140/8" SELF DRILLING a CRIMPTITE SCREWS CKIN%/ / ISORAP G 2500 PSI MIN / CONCRETE; DETAIL G POST LOCKING STRAP l/ 2-13x3-1, HEX BOLT 1/ 2-13 HEX NUT 8" X 8" MIN / TURNDOWN SLAB. 8" MIN AT EDGE EDGE DISTANCE DETAIL H PRODUCT REVISE u o plyhq with lta Plo rwa BulWay bode AcoeptsToa Ne • Z71 I o 19 14ay MioT n Qao*d POST STATIC PRESSUPE RATNCS APPROKO SIZES SCAIF N. Wayne' DESIGN (PW).. +46.00/-52.00 — YA0 H: IB'-2- F al{O TEST PSF, +6900/-7800 IMAX HEIGHT: W-0- OR— IMPACT/ CYCLIC RATED (TES/NO): YES IMAX SECTION HER:HT: 24 O ECRED J395 AOOSON DRIVE PENSACOLA, GLOPIDA 32514 650) 47H-989D MODELS 4600/465O/6600/B300/B500/5150/5200/TM515/TM525 DRI WINDLOAD SPECIFICATION OPTION CODE 2350 0NG PART NO. 353188 00 II isI'wo - e Z' IONA T-5 6( ALUMIN EXTERI( FRAME DETAIL J HINGE & BACKER RA TE L OCA TIONS 17' TO 18'.2" 17' TO 18' 2" 5 6063 ALUMINUM VTERIOR FRAME PROOLCr RRVISED am p+r..q wim tlro FTMEWd oww* God. eMD FjWtM 7 9 HEETMETAL SCREW my 4" POLYCARBONATE c'" Wayne® "5" (PSE): 46.00/-52 CO uq% WD H: 10'-2' E 1EST (PSE): .69.00/-TCOD MA% HEIGHT: 6'-0" DRAWN 4/9/14 Balton IMPACT/CYCLIC RATED (YES/NO): YES IMAX SECRON HEIGHT: 24' CHECKED DA E MODELS 4600/4650/6600/6300/6500/5150/5200/TN515/TM525 SHEET 4 of 3395 ADUSON DR15S I DRAWNO PART NO. PENSACMA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2350 69D) --9690 353188 REVISIONS Q o L_ IIUJJ O O U TOP LOCK PLATE 1020 CO G-60 H.D.G.--2.)s HALF HINGE HOT DIPPED GALVANIZED STEEL D97' Mw 1.]5' r :x ' II TOP PLATE EXTENSION 1020 CO G-60 H.D.G. JI- HITCH PIN 1020 CO G-60 H.D.G. O10 Ix I pI IO I I JJ°• 09 HEADER LOCK BRACKET 1020 CO G-60 H.D.G..Gs L 1xs• BOTTOM LOCK PLATE 1020 CO 0-60 H.D.G. 3' I D9) uw J tAY w wjP•l•vj Mllrl do Florwo J.) Y El rel Ys f1S POST SYSTEM ss• Q L J, p111r4prCOMPONENT DETAILS TRAP I- ,. n• 1020LOCOKGS60 H.D.G.`J,QQ( CEjVSq<k%Li i i 6063 T-6 ALUMINUM INNER POST o• „ Wagner jSTATIC PRESSURE RATINGS MPROMED SITES ALE: H.T.S. SIZE: A DE4CN ( PSf. a6.00/-52.00 MAx Y.9DIH: 18'-2" DATE NAME MAX HE1411T: 8'-0• RAM 4/9/14 CRT xs T•. 69.00/-]8.00 O1N^ 1`4pN 6063 T-6 ALUMINUM OUTER POST alton IMPACT/CTQC RATED (YES/NO} wS MAx sECTON HEIQ C 24 EC ED DATE NI11A s DRIVE MODELS4600/4650/6600/8300/8500/5150/5200/TM515/TM525 DRAYAEET NO PART0.7 REV. I` Ij;O;; 3395 AODISON i aLimnsxAtrtPENSACOLA, FLORIDA 850)1] I-9°90 353188 P 32514 WNDLOADSPECIFICATIONOPTIONCODE2350 5) SECTION DOORS WITH 9) 3" 18 GA 80 KSI U—BARS LOCATED AS SHOWN 4) SECTION DOORS WITH 7) 3" 18 GA 80 KSI U—BARS LOCATED AS SHOWN A SSA 7 813 V I 7 16 ALL U—BARS SHALL BE L0 •- ATTACHED WITH (2) O P,: ` 1 /4-14x7/8" SELF DRILLING C SCREWS ATIMPTITEEACH HINGE LOCATION AND BETWEEN ALL END HINGES AND INTERMEDIATE HINGES. A MINIMUM OF (22) FASTENERS ARE TO BE USED. HEADER L TO SECUR POST FOR CORROSIOI CHAINS, T HALF HIN( BOTTOM C STORAGE POST SYSTEM STORAGE NOTE POST SYSTEM SHALL BE STORED IN A CONVENIENT LOCATION AS CLOSE TO GARAGE DOOR AS POSSIBLE. MAX SPACING OF ANCHORS/SCREWS PER JAMB (IN) 3/8" SIMPSON TITEN 3/8" SIMPSON TITEN 3/8" X 3" LONG HD SCREW ANCHOR TO HD SCREW ANCHOR TO LAG SCREWMO"' MINIMUM 2000 PSI MINIMUM 2000 PSI CONCRETE— GROUT FILLED CMU"°"' 24 24 24 1. BASED ON 3/8" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1" O.D. WASHER INTO CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3, BASED ON 3/8" DIAMETER x 3" LONG LAG SCREWS WITH 1" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 4. PROVIDE QUANTITY OF SCREW ANCHORS OR LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS OR LAG SCREWS PER JAMB. SCREW ANCHORS OR LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 5. LOAD PER JAMB CALCULATED TO BE A MAXIMUM OF 130.8/-130.8 LBS PER FOOT. 6. CHART INCLUDES A SAFETY FACTOR OF 4. 7. DOOR JAMB TO BE MINIMUM 2x6 NO. 3 SOUTHERN PINE LUMBER MIN) MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 8. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE LOADS LISTED IN NOTE 5. 9. SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. PRODUCT U8VI8ED IMP "mPbift wi4A 04 FkwWs re L-eill'o" Wayne® DESIGN (PSi): 46.00/-52.00 MAX VADTH: 18`2' DATE PST. TEST i69.00/-T&00 MAX HEIGHT: 8'-0' ORA- 4/94 IMPACT/CYCLIC RATED MS/NO)'. YES MAX SECTION HEIGHT 24' CHECKED DA/1TE MODELS 4600/4650/6500/BMO/8500/5150/5200/TM515/TM525 SHEET 6 C 3395 MASON DRIVE DRANING PART NSACOL F"LMIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2350 353188850) 474-SSW I III,— SEE DETAILS 1, 2, AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. 16'T MAX WDM - I11f111111/,/j, A. Sq PP ' E N woo •,, 6t3 50: STATE OF :IUa m O jAL 1S11 MINIMUM 2x6 #3 HEADER LOCK MINIMUM 2x6 #3 CE HEADER LOCK SOUTHERN PINE BRACKET SOUTHERN PINE BRACKET LUMBER. LUMBER. 4" 4" 8" 4" 4" 8" 1' Z(4) 2) SIMPSON TITEN HD SCREW 3/8" SIMPSON TITEN HD SCREW 3/8" ANCHOR WITH A 1-1/4" O:D. WASHER ANCHOR WITH A 1-1/4" O.D. WASHER AND'A MINIMUM EMBEDMENT DEPTH OF AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND.A MINIMUM EDGE2-3/4" AND A MINIMUM EDGE DISTANCE OF 4". DISTANCE OF 2-3/4". DETAIL 1 DETAIL 2 MINIMUM 2000 PSI CONCRETE MINIMUM; 2000 PSI GROUT FILLED CMU MINIMUM 2x6 #3 HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 1-1/1'J 4) 3/8" DIA. x 3" LONG LAG SCREWS WITH 1-1/4" O.D. WASHERS. DETAIL 3 WOOD SUPPORT STRUCTURE PRODUCT REVISED m comNYi,4 with the Flo" Expirm e16o NON—" E PiA6°n y:dr huinb Er Waynie OESGN (PST) 46.00/-5100 MAX W.DTH_ Ig_-2 -DATE TEST (PST): +69.00/-T8.00 MAX HEIGHT: WN8'-0' DRA4/9/11 Dalton IMPACT/CYCLIC RATED (YES/ND): YES MAX SECTION HEIGHT. 24' CHECKED GATE 1 DaltonMODELS 4600/4G50/6600/BJ00/8500/5150/5200/TM515/TM525 SHEET 7 OF 3395 ADDISON DRIYL DRAWING PART N0. NSAC32514 650) . FLORIDAORI A y,INDLOAD SPECIFICATION OPTION CODE 2350 353188 0) Page 1 of 3 r, ii i a a BCIS Home Log In User Registration Hot Topics I Submit Surcharge j Stats & Facts Publications ( FBC Staff ( BCIS Site Map Links Search FI rich Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail - kv a FL # FL16100-R4 Application Type Affirmation Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 540)484-6271 ablomberg@plygemwindows.com Adam Blomberg ablomberg@plygemwindows.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes 0No QN/A FL16100 R4 COC SA16100 SS 2015-04-10.pdf Product Approval Method Method 1 Option A 11 /29/2016 Page 2 of 3 Date Submitted 05/28/2015 Date Validated 05/28/2015 Date Pending FBC Approval Date Approved 06/02/2015 Date Revised 10/27/2016 Summary of Products FL # Model, Number or Name Description 16100.1 Ply Gem 1500 Integral Mull (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16100 R4 C CAC NI011395.01.odf Approved for use outside HVHZ: Yes FL16100 R4 C CAC NI011395.02.pdf Impact Resistant: No FL16100 R4 C CAC NI011395.03.0 Design Pressure: N/A FL16100 R4 C CAC NI011395.04.pdf Other: Refer to installation detail for sizes, configurations FL16100 R4 C CAC NI011395.05.odf and ratings. FL16100 R4 C CAC NI011395.06.odf FL16100 R4 C CAC NI011395.07.Ddf FL16100 R4 C CAC NI011395.08.odf FL16100 R4 C CAC NI011395.09.Ddf FL16100 R4 C CAC NI011395.10.0f FL16100 R4 C CAC NI011395.11.odf FL16100 R4 C CAC NI011395.12-Rl.odf FL16100 R4 C CAC NI011395.13.odf FL16100 R4 C CAC NI011395.14.Ddf FL16100 R4 C CAC NI011395.15.odf FL16100 R4 C CAC NI011395.16.odf FL16100 R4 C CAC NI011395.17.odf FL16100 R4 C CAC NI011395.pdf FL16100 R4 C CAC NIO11884 01-Rl.gdf Quality Assurance Contract Expiration Date 10/31/2016 Installation Instructions FL16100 R4 II PGW191 SS.pdf Verified By: Hermes F. Norereo 73778 Created by Independent Third Party: Yes Evaluation Reports FL16100 R4 AE PER2271 SS.odf Created by Independent Third Party: Yes 16100.2 Ply Gem 1500 Integral Mull (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16100 R4 C CAC N1011395.01.Ddf Approved for use outside HVHZ: Yes FL16100 R4 C CAC N1011395.02.Ddf Impact Resistant: No FL16100 R4 C CAC NI011395.03.odf Design Pressure: N/A FL16100 R4 C CAC NI011395.04.Ddf Other: Refer to installation detail for sizes, configurations FL16100 R4 C CAC NI011395.05.pdf and ratings. FL16100 R4 C CAC NI011395.06.pdf FL16100 R4 C CAC NI011395.07.odf FL16100 R4 C CAC NI011395.08.odf FL16100 R4 C CAC NI011395.09.pdf FL16100 R4 C CAC NI011395.10.1)df FL16100 R4 C CAC NI011395.11.pdf FL16100 R4 C CAC NI011395.12-R1.Ddf FL16100 R4 C CAC NI011395.13.Ddf FL16100 R4 C CAC NI011395.14.odf FL16100 R4 C CAC NI011395.15.odf FL16100 R4 C CAC NI011395.16.pdf FL16100 R4 C CAC NI011395.17.pdf FL16100 R4 C CAC NI011395.0 FL16100 R4 C CAC N1011884 01-RI.Ddf Quality Assurance Contract Expiration Date 10/31/2016 Installation Instructions FL16100 R4 II PGW192 AT.Ddf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16100 R4 AE PER2279 AT.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement 11 /29/2016 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH ILE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE 11/41NCH MINIMUM EMBEDMENT. (SEE NOTES ON SHEET UNDER ANCHOR SCHEDULE TABLE FOR ANCHOR OPTIONS) 6. FOR INSTALLATION INTO STEEL STUD USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE AMINIMUM OF 3 THREADS PENETRATION BEYOND STEEL FRAME SUBSTRATE. (SEE NOTES ON SHEET 3 UNDER ANCHOR SCHEDULE TABLE FOR ANCHOR OPTIONS) 7. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL - INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. -INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESSTHAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. B. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI, C. HOLLOW BLOCK CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. D. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 18 GA. WALL THICKNESS. WNKO m awl I Lill, SERIES 1500 INTEGRAL MULLED WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 20091RC/IBC AND 2010 FLORIDA BUILDING CODE (Ill EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-05/08 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. .. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTME 1300-04 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A INSTALLATION & GENERAL NOTES 2 A ELEVATIONS 3 ANCHOR SCHEDULE 4 A VERTICAL SECTIONS 5 HORIZONTAL SECTIONS 6 A COMPONENTS, BILL OF MATERIALS, & GLAZING DETAILS 7 A COMPONENTS OVERALL SIZE CONFIGURATION MAX. DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT XX 50/- 60 PSF 72-1/2" 60" OX or XO 45/- 60 PSF XX 50/- 50 PSF 80-1/2" 71-15/16" OX or XO 25/- 35 PSF XX 40/-40PSF 84-1/4" 77-1/8" OX ar XO 45/- 45 PSF 107" 73" XOX 40/- 40 PSF XXX or XXO 50/- 60 PSF 109" 60" or OXX NON -IMPACT OOX or XOO or 45/-65 PSF OXO or XOX XXX or XXO or 109-1/16" 74-1/16" OXX or OOX or 25/- 35 PSF XOO or OXO or XOX XXX 40/- 40 P5F XXO or OXX or121-1/16" 77-1/16" OOX or XOO or 45/- 45 PSF OXO or XOX NOTE: SEE SHEET 2 FOR ALL QUALIFIED CONFIGURATIONS Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2014.03.13 05:54:43-04'00' PLyGEI Iw')O . 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA Z4151 PH: 540-484-6348 FX: 540-484-6683 Qac mrnM0c) , ci # a Z a 0 " zn 0 Q to m m g LO QQ L G WW p LL L) Q V H zo m z t Q ZHm UU Z p p Z 4V) Q L J Q Za d H L3 Q 0 u aLUFL d H I o 0 O H Lij U aVLo 0 5 yea/••..ok IL— ao m Q m Z (0 S UILL c U V) PGW191 SHEET: 1 OF 7 I I SASH D.L.OL.O. MAX. HEIGHT 5 358" E UNIT MAX. 9HEIGHT 7716" -F- SASH MAX. HEIGHT 3716" UNIT MAX. WIDTH 12116' D.L.O MAX. SASH MAX. WIDTH 358' [WIC)TH3721" I4444 I H 5 Ha. 5 4 X 7/ A D 4 4 TYPICAL ELEVATION TRIPLE UNIT SERIES 1500INTEGRAL MULLED WINDOW UNIT TYPE QUALIFIED CONFIGURATIONS TWIN UNITS XX XO OX TRIPLE UNITS XXX XXO OXX OOX XOO OX0 XOX F 5 FIXED D.L.O. MAX. HEIGHT 722" UNIT MAX. WIDTH 844" D.L.O MAX. SASH MAX. WI% 44 WIDTH 3916" o D.L.O. MAX. G H HEIGHT 5 "O" 5 "0" 35 6" E I G UNIT MAX. 5 HEIGHT .71 77L, 8 77 n NOTE: SEE SHEET 3 FOR ANCHOR SCHEDULE. TYPICAL ELEVATION TWIN UNIT 4 PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 Pk 540-484-634B FX: 540-484-6683 m LO V v 4 ah oZoo 7D3t y>Lli V LL ix ynjJw ma Y m HNm n oLU oQH jJ d a cow w W . m a a a v/ Z O H H L.Li o H uIx p o 0 5 N_ T 11 11111 F m m< m Z N aN 3' _= VZ 0 V DWG #: PGW191 SHEET: 2 OF 7 4" FROM CORNER,TYP J_ SEE ANCHOR- SCHEDULE 4" FROM CORNER, TYP. SEE ANCHOR INSTALLATION SCHEDULE ANCHOR, TYP. f nO„ 01 W. Xu TYPICAL ELEVATION FIN INSTALLATION 121-1/16" x 77-1/16" UNIT ADDITIONAL ANCHOR LOCATION FOR TYPE II INSTALLATION 1. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING LOWER PRESSURES. 2. FOR FRAME INSTALLATION, ANCHOR CLIPS ARE REQUIRED AT THE SILL SPACED AS SHOWN IN CHART. 3. ANCHOR SPACING LISTED IS APPLICABLE FOR ALL ANCHOR TYPES OR SUBSTRATES LISTED HEREIN. 4. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO: - REQUIREMENTS LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD 6 JAMBS, FIN INSTALL AT SILL) SERIES 1500INTEGRAL MULLED WINDOW (NON -IMPACT) - ANCHOR SCHEDULE INSTALLATION TYPE d ANCHOR SPACING ANCHOR FIN(4)FAMER CLIP TYPE HEAD JAMB SILL HEAD JAMB HEAD JAMB SiLL TYPE I 8.5" 8.5" 8.5" 10" 14" TYPE II 8.5" 8.5" 8.5" 6" 8.5" 6" 1 8.5" 1 6" NOTES: 1. SEE NOTES 5 6 6 ON SHEET 1 FOR ANCHOR INSTALLATION REQUIREMENTS. 2. TYPE I ANCHORS ARE 3/16" OR 1/4" ELCO ULTRACON, OR 1/4" TEK SCREW ANCHORS. 3. TYPE II ANCHORS ARE 3/16" OR 1/4" ITW TAPCON, OR #12 TEK SCREW ANCHORS. 4. THROUGH FIN INSTALLATION FOR #12 OR 1/4" TEK SCREW INTO STEEL SUBSTRATE ONLY. 6" FROM rCORNER, TYP. SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE FROM CORNER TYP. 6" FROM I u u u u SEE ANCHOR CORNER, TYP. SCHEDULE r-t TYPICAL ELEVATION FRAME INSTALLATION 84-1/4" x 77-1/8" UNIT 6" FROM I u u SEE ANCHOR CORNER, TYP. SCHEDULE TYPICAL ELEVATION CLIP INSTALLATION 84-1/4" x 77-1/8" UNIT INSTALLATION ANCHOR, TYP. INSTALLATION ANCHOR AT CLIP, TYP. 6" FROM CORNER, TYP I SEE ANCHOR SCHEDULE INSTALLATION ANCHOR AT CLIP, TYP Ppa PLy GEM 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: W-484-6683 m m Lu6 Zzn v#a H O v Vi Oo Q LL Lu v LL N J 2 LU N wtD Q C. N Lu ZN Z w J x d 43 Q 0 W p F Of '8 m x d Iwo o 3ti =i QZ DWG #: PGW191 SHEET: 3 OF 7 0 A U HE C U HE 18 GA. MIN. STEEL STUD BY OTHERS EXTERIOR FINISH ' BY OTHERS { SILICONE SEALANT BY OTHERS MIN. 3 THREADS PENETRATION BEYOND STEEL STRUCTURE SEE NOTES ON SHEET 3 UNDER ANCHOR SCHEDULE TABLE 1/4" MAX. SHIM SPACE SEE GLAZING EXTERIOR FINISH BY OTHERS SILICONE SEALANT BY OTHERS NOTES ON SHEET 3 UNDERSEE ANCHOR SCHEDULE TABLE A j L` A C A 18 GA. MIN. STEEL r WINDOWS STUD BY OTHERS 433 N. MASN PO BOX 559, MIN. 3 THREADS ST., ROCKY MOUNT, VA 24151 PENETRATION BEYOND METAL STRUCTURE PH: 540-484-6348 FX: 540-484-6683 w m Ho o as eZzjZZH >p Lo3 a P 1/4" MAX. Lo p a z SHIM SPACE 3 " r QwJ J m m H N m m O.A. LJ - Lu 'o a z "I a o. UNIT ; I N QpZ 3 ui ¢ Ewa P HEIGHTSEE GLAZING Lu DETAILS SHEET 6 P a m EXTERIOR INTERIOR o a VERTICAL SECTION 4 HEAD-STEELSTUD BEVELED FRAME - FRAME INSTALLATION I I I EXTERIOR I O. A. UNIT 3 I HEIGHT I I8 llDETAILS SHEET 6 y 13 1 _ 1/ 4" MAX. kl+ SHIM SPACE OO ` O SILICONE SEALANT T r'i SILICONE SEALANT . BY OTHERS ........ E' 4BY OTHERS EXTERIOR FINISH a 11/4" MIN. - EXTERIOR FINISH BY OTHERS .e EMBEDMENTBY OTHERS;PRECAST SILL 18 GA. MIN. STEEL BY OTHERS e STUD BY OTHERS SEE NOTES ON SHEETpROF SEE NOTES ON SHEET 3 UNDER ANCHOR 1.125" MIN. SCHEDULE TABLE EDGE DISTANCE q VERTICAL SECTION 4 SILL-MASONRY/CONCRETE BRICKMOULD FRAME - CLIP INSTALLATION 3 UNDER ANCHOR SCHEDULE TABLE MIN. 3 THR Abs PENETRATION BEYOND STEEL STRUCTURE iu D m ¢ ti co Z LLZ DWG p VERTICAL SECTION PGW191 4 SILL - STEEL STUD BEVELED FRAME - FIN INSTALLATION SHEET: 4 OF 7 1 1/4" MIN. EMBEDMENT SEE NOTES ON SHEET 3 1/4" MAX. INTERIOR UNDER ANCHOR SHIM SPACE SCHEDULE TABLE v o 14 16 12 3 1.125" MIN. EDGE DISTANCE. SEE GLAZING DETAILS,SHEET 6 CONCRETE/MASONRY_ 6, BY OTHERS .; CAULK BETWEEN CONCRETE/ MASONRY & 1X WOOD BUCK BY OTHERS IX WOOD BUCK o BY OTHERS • EXTERIOR FINISH ° a EXTERIOR BY OTHERS 1 O.A. SILICONE SEALANT UNIT BY OTHERS WIDTH HORIZONTAL SECTION S JAMB - MASONRY/CONCRETE BRICKMOULD FRAME - FRAME INSTALLATION SEE NOTES ON SHEET 3 1 1/4" MIN. UNDER ANCHOR EMBEDMENT SCHEDULE TABLE j I 1/4" MAX. r SHIM SPACE 1.125" MIN. INTERIOR EDGE DISTANCE 6 14 16 12 3 a° SEE GLAZING CONCRETE/ MASONRY DETAILS SHEET 6j' fTBYOTHERS CAULK BETWEEN CONCRETE/ MASONRY & 1X ° WOOD BUCK BY OTHERS SEE GLAZING SX WOOD BUCK ° SHEET 6BYOTHERSDETAILS EXTERIOR FINISH SILICONE SEALANT 2 O.A. BY OTHERS UNIT WIDTH G HORIZONTAL SECTION S JAMB-MASONRY/CONCRETE BEVELED FRAME - CLIP INSTALLATION 1/4" MAX. SHIM SPACE INTERIOR 3 12 16 14 tMll_M SEE GLAZING DETAILS SHEET 6 EXTERIOR 1 O.A. UNIT WIDTH F HORIZONTAL SECTION 5 JAMB - STEEL STUD BRICKMOULD FRAME - FIN INSTALLATION INTERIOR H HORIZONTAL SECTION 5 INTEGRAL MULLION TYPICAL 18 GA. MIN. STEEL STUD BY OTHERS 11 PLy GEM0WINDOWS SEE NOTES ON SHEET 3 UNDER 433 N. MAIN 5T., PO BOX 559, ' ANCHOR SCHEDULE TABLE ROCKY MOUNT, VA24151 MIN.3 THREADS PENETRATION BEYOND PH:540-484-6348 FX:540-484-6683 m m METAL STRUCTURE m n M z ZZ p oNa0 O ~ 3 wN vV) m J w r. Lo Q JwQ 1L IOJ y Q = EXTERIOR FINISH w _j Z u' m w BY OTHERS w N m H H m a V) 0 o aZN w ¢ a H O < w "E Cm u a LU SILICONE SEALANT = '0 m BY OTHERS wFQ0 SEE GLAZING DETAILS SHEET 6 Z U- SIV)uZ I- cC co Q coZJ VI a lu DWG #: PGW191 SHEET: 5 OF 7 BILL OF MATERIALS ITEM NO. PART NO. DESCRIPTION MATERIAL MANUFACTURER/NOTES 1 BRICKMOULD FRAME PVC PLY GEM WINDOWS 2 BEVELED FRAME PVC PLY GEM WINDOWS 3 GLAZING BEAD PVC PLY GEM WINDOWS 4 FRAME COVER PVC PLY GEM WINDOWS 5 BRICKMOULD ANCHOR CLIP PVC PLY GEM WINDOWS 6 BEVELED ANCHOR CLIP PVC PLY GEM WINDOWS 7 BRICKMOULD SILL PVC PLY GEM WINDOWS 8 BEVELED SILL PVC PLY GEM WINDOWS 9 BOTTOM RAIL PVC PLY GEM WINDOWS 10 TOP RAIL PVC PLY GEM WINDOWS 11 FIXED INTERLOCK PVC PLY GEM WINDOWS 12 STILE PVC PLY GEM WINDOWS 13 BULB GASKET FOAM/PVC PLY GEM WINDOWS 14 WEATHERSTRIPPING PVC PLY GEM WINDOWS 15 INTERLOCK REINFORCEMENT STEEL PLY GEM WINDOWS 16 RAIL/STILE REINFORCEMENT STEEL PLY GEM WINDOWS 17 CAM LOCK COMPOSITE PLY GEM WINDOWS 18 INTEGRAL MULLION PVC PLY GEM WINDOWS 19 MULLION REINFORCEMENT STEEL PLY GEM WINDOWS 20 FIXED SILL STILE PVC PLY GEM WINDOWS BRICKMOULD SILL BEVELED SILL7PVC8PVC 3.53" 3.402" 3.435' 3.56" 0.065" 0.06 TYP. TYP.. NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. OBOTTOM RAIL PVC 2.065" 1.764" 0,060" L TYP. OBRICKMOULD FRAME PVC 3.53" 3.687" 0.065" TYP. OGLAZING BEAD PVC 1 0.728" OBEVELED FRAME PVC 3.402" 3.812" 0.065" TYP. OFRAME COVER PVC 2.006" 0.06 OBRICKMOULD ANCHOR CLIP BEVELED ANCHOR CLIP PVC 6 PVC 6 PLY GEMYItU.Gi`S 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 Q m m pup I` v#v S o HH 3 ° C3 o= LLtidJU m H ey V0w vLf)Lu JJ J v1 N HD z¢ OCR Z U m WT ¢ C. HZC° 13 z 0 Q Z N H Q Q d mw10 LU m d milli 3,135' --I 2.48' 1— I 1 z 282" J% O O0.282" J 00.0650.065" H N > v W w x o 0 z 0 s" 7/ 8" O.A. INSULATED ANNEALED GLA55 UNIT EXTERIOR'. T 7/ 8" O.A. INSULATED ANNEALED GLASS UNIT EXTERIOR 1/ 2" MIN. TYP. 1/2" MIN. TYP. INTERIOR INTERIOR GLASS SITE GLASS BITE DOW 1199 COMPRESSION SILICONE GLAZING DETAIL 1 GLAZING TAPE GLAZING DETAIL 2 FOR USE IN ANY LITE FIXED OR SASH) FOR USE IN SINGLE HUNG FIXED LITE5 ONLY 1191 OF 7 10 TOP RAIL PVC 2.053" I 1764„ I 0.060" TYP. 11 FIXED INTERLOCK PVC 1.67' 0.060" 1 2.03" TVP. 12 STILE PVC 1.764" 1.44 [T 0.060" TYP. OINTERLOCK REINFORCEMENT O RAIL/STILE REINFORCEMENT 15 STEEL 16 STEEL 1.13" 1.26" h-- 0.052" 0.877" 0.745" TYP. 0.064" 20 FIXED SILL STILE PVC I--- 3.26" --{ 1. 78 L 0.06" 13 BULB GASKET FOAM/PVC 14 WEATHERSTRIPPING PVC 18 INTEGRAL MULLION PVC 0.06" 3.402" 5.124" { 19 MULLION REINFORCEMENT STEEL 0.064" 7 0.9" — { PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 119. ROCKY MOUNT, VA 24151 PH: W 484-6348 FX: 540-484-6683 M LOO vIt70Zao Z H F Ui a 3 a J O= ya o oQ. Y T H Q m em Ln Z H Ha< L m W Q P w W OF ma 0 0 H 0 H o W V W 43 w O i 0 5 N .0 Iu I—c0 mQ Z J 2= vZ DWG #: PGW191 SHEET: 7 OF 7 Page 1 of 4 BCIS Home Log In i User Registration Hot Topics Submit Surcharge ,, Stats & Facts Publications i FBC Staff I BCIS Site Map Links Search',, FI rich z Product Approval : USER: P Public User w -xvk dP€ Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL243-R19 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 941) 486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/07/2016 Date Validated 09/21/2016 Date Pending FBC Approval 11 /29/2016 Page 2 of 4 Date Approved Summary of Products FL # 243.1 09/25/2016 Model, Number or Name CA-640 Fixed (Non -Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Description Aluminum Fixed Window used with Casement/Awning Certification Agency Certificate FL243 R19 C CAC 16-0629.20.odf Quality Assurance Contract Expiration Date 04/11/2018 Installation Instructions FL243 R19 II 16-0629.20.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed (Large Missile Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 16-0629.22.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R19 II 16-0629.22.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.3 PW 220 (Non -Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 16-0505.03.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/18/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R19 II 16-0505.03.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.4 PW - 520 (Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for.use in HVHZ: Yes FL243 R19 C CAC 15-0612.13.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R19 II 15-0612.13.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.5 PW - 620 (Non -Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 16-0629.13.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R19 II 16-0629.13.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.6 PW - 720 (Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 16-0629.14.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R19 II 16-0629.14.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 11 /29/2016 M IAM MADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "PW-701/620" Aluminum Fixed Window - N.I. APPROVAL DOCUMENT: Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony 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: None. LABELING: Each unit shall bear a permanent label with the, manufacturer's name or, Togo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0528.27 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0629.13 MIAMNDADE COUNTY Expiration Date: February 19, 2019 Approval Date: August 04, 2016T-711q4116 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 03-1105.02) 2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. Submitted under NOA No.11-1114.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. Submitted under NOA No. 03-1105.02) Manue a z, P.E. Product Cont of aminer NOA No. 16-0629.13 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No. 15-0528.27) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb./ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No. 15-0528.27) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No. 15-0528.27) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. Submitted under NOA No. 11-1114.17) 4. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/ 30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. Submitted under NOA No. 03-1105.02) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.27, issued to PGT Industries, Inc. for their Series PW- 701/620" Aluminum Fixed Window - N.l." approved on 08/20 d expiring on 02/19/19. M nue a z, P.E. Product Cont NOA No. aminer 6- 0629.13 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E- 2 GENERAL NOTES: SERIES 620 NON —IMPACT —RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE SHEET! CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE 12" MAX STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS O.C. THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. e' MAX 6) MAX. 1l4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3834, 3B47 & 7212; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 620 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. DESIGN PRESSURE RATING IMPACT RATING VARIES, NOT RATED FOR IMPACT SEE SHEETS 2-4 RESISTANCE 48" TIP -TO -TIP WIDTH '.. 47" BUCK WIDTH 48" BUCK WIDTH 48" BUCK WIDTH 44-1/4" VISIBLE 45.114" VISIBLE 45-1/4" VISIBLE LIGHT WIDTH II( LIGHT WIDTH_ LIGHT WIDTHAX. - B. SHEET. 6- M - I D, SHEET 6 - 6" MAX H, SHEET 8 -'I - 2" MAX IA C E, SHEET 7 I E, SHEET 7 SHEET 5 BUCK SH ET 6 SHEET 6 . G, SHEET 8 O, SHEET 8 HEIGHT L _ BUCK r I r -- HEIGHT T - — - LI -- / -- 92-1/4' 93114' VISIBLE 12"MAX. 93-1/4' I VISIBLE LIGHT O.C. VISIBLE 5"MAX. LIGHT i HEIGHT r / LIGHT D.C./ HEIGHT 96" I HEIGHT i TIP -TO TIP gg" HEIGHT i I BUCK HEIGHT L- 12- MAX. O.C. 6" J L2D -I I'- 12" MAX. O.C. TT F, SHEET 7 g 2" MAX J H, SHEET 8 SHEET 5 MAX. SHEET 8 5" MAX. O.C. TYP. FLANGED FRAME TYP. EQUAL —LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 2-4 DESIGN PRESSURES .................. 24 INSTALLATION, FLANGE ............. 5 INSTALLATION, EQUAL -LEG....... 6 INSTALLATION, INT. FIN A.......... 7 INSTALLATION, INT. FIN B.......... 8 CORNER ASSEMBLY ................... 9 EXTRUSION PROFILES ................ 10 PARTS LIST ................................... 1 D TABLE 1: FIGURE 1: 12" O.C. MAX. 12' O.C. / MAX. / 6' MAX. T_ Description Street eddEil-, 3 Tempered . 7118" Air - 3/16" Tempered) 4 STANDARDS USED: 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION ASTM E1300-09 ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM-2010 A I S I-S 100-07/S 2.2010 SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTH -=1 WIDTH WIDTH --I WIDTH I I I we ill wl Iw / Iw W x I x x I I x I WIDTH WIDTH ~- WIDTH WIDTH +{ xU Ej 0 O, W j9' W 91' Wj = W 1 1OL' WIDTH WIDTHI'- WIDTH -"-I Imo' WIDTH I '-f WIDTH - Tr--- --- Tr--- Tr- - Tr - 0 CD I i 1 1 i PRODUCT REVISED plying with dm Flaitb. BmIdmg Cade A<-ptet N6 m JR - 05/05/16 - ADDED SHEET 10 p WITH SPACERS & MOVED PARTS. Y m W ay N albCDNN Elf wp cc) OJ m J O Z i(g Z LL Lo LL co zi W u M UU_ XL o LIJ DM0ZWmO .-. ID do> Orn ZaZO O C, J J F j W O Q J wa rn1aa45 Z y wco O O Z Q Z a/=s LL Z O 4 N W tR WWZ3U5WDu- C a111 sa0 s uas ti, YPJN A, P o. No. 53705 7 b - I ' u r. A. LYNN MILLER, P.E. P. E.# 58705 TABLE 2 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT t" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE T - LONG SIDE j 3/i6' TEMPERED GLASS SHORT SIDE q 11 -I SHORT 1 SIDE USED AT CURVED FRAME MEMBERS ONLY 29 5/8" - @ 11.7/8" O.C. MAX. GLASS BITE 1 3 T- -- LONG SIDE EXTERIOR + 20 13 SHORT d/ LONG SIDE J7 / SIDE GLASS TYPE 1 SHORT SIDE Window Design Pressure Long (+ i., paf) for Glass Type 1 Side On) 87-7/8 72 78 80 84 88 92 96 100 104 109-112 112 118 120 124 128 132 138 140 144 30 32 tOW-150 NOOJ-147.2 a10W-150 10W-144.8 tOW-149.5 t0W-142.5 10W-147.7 10W-140.6 10W-148.1. 10W-137.5 NOW-144.7 tOW-131.7 NOW-141.8 tOW-127.1 r1001-138.4 10W-123.4 10W-135.4 10W-12D.3 NOW-132.8 100/-111.9 NOW-129.8 a10W-114.8 10W-128.8 tOW-113.g 700/-128.8 a10W-172 N00/-125.4 100/-110.4 NOW-124 NOW-108.B 10W-1228 NOW-107.8 10W-121.5 NOW-108.5 10W-120.5 tOW-105.6 NOD/-119.6 1001-104.5 r1001-118.8 1001-103.6 34 r10W-141.3 tOW-138.6 a10W-138.4 NOW-134.5 10W-128.1 tOW-122.3 10W-117.7 10W-113.9 10W-1t0.1 10W-106.8 10Wt03A tOW102.2 a100/-100.4 99 IA7.4 a1 6.2 1-95 a183.8 H-93 2 36 NOW-136.1 10W-133.3 1001-131 a10W-129 100/-123.4 a10W-117.3 afOW-111.8 100/-106.4 NOW-102.6 1-99.7 1-96 84.4 92.2 1-90.1 8 H-08.8 45.2 Ibt I.83 81.8 38 40 42 44 10W-131.6 tOW-127.8 tOW-124.1 tOW-121 10W-128.7 NOOI.124.6 10W121 NOW117.g 10W-128.3 10W-122.1 10W-118.4 atOW-1152 10W-124.2 10W-120 10W-116.2 10Wt129 10W-121.7 100/-118.1 a10W-174.3 tOW-110.9 10W-115.1 tOW-113.9 tOW-112.6 tOW-109.1 10W-107.8 atOW-108.8 10W-108.2 NOW-106.8 tOW-102.5 NOW-100.6 10W-100.6 NOOI-100.7 1.98.4 H-98.i 5.3 IA5.4 1A4.5 1.8 a1-89.9 H-89.9 1-90 l$5.4 3.4 A2.6 l$7.9 1-83.4 1 1.4 80.8 a/$5.2 HA1.1 I-78.7 1-77.6 1-83 H-78.9 78.1 74.4 1.4 1-78.9 l-73.5 1-71.8 1-79.8 1-75 1-71.2 1 8.5 1-78.4 73.4 Ifi9 1.65.9 1-77.2 71.8 167 1 3.4 76.2 70.3 G65.2 I 1.8 l•75 IEB.B l-03.4 I i0.6 a 48 10W-118.4 10W-118 tOW-115 10W-112.5 tOW-112.2 tOW-109.8 10W-109.8 10W-107.1 1001-107.8 10W-1D5 10W-108 10W-t03.1 atOW-1D4.3 NOW-101.5 1001•101.1 1-100 a1.95.7 r1A8.3 H-B0.3 1-90.8 1 2.8 32 80.8 l$1.1 I-77.4 a1-77.5 1-74 74 1-70.3 a1-70.6 87.2 68.8 3.9 83 61.7 IE1.4 80.4 59.8 L58.8 1-57.8 rn 1001-114 1001-110.3 tOW-107.3 10W-104.7 a10W102.5 a10W-100.6 a1-98.9 A7.4 g8 91 4 1 83.6 1.8 I-78.2 l•74.8 I-7D.9 7.3 a1.63.2 1-81 59.4 10W-1122 10W-108.4 tOW-105.2 tOW-1028 10W-100.3 1438.3 l-96.5 1-84.8 193.6 92 a/$4.8 a/A2 78.6 l-75.3 1-71.6 I 7.8 1.84 1 1.4 y tOW-110.7 NOW-106.7 atOW-103.4 NOW-100.6 a1A8.2 H-96.2 94.4 92.8 1.3 gp 1 5.2 1-62.4 78.8 75.8 72.2 88.8 04.8 10W-109.4 a1001-105.2 10W-101.6 98.9 98.4 94.3 1 2.4 I-90.8 89.3 88 1-85.4 I-82.7 I-79.2 78 1-72.8 89.4P.77 10W-108.4 tOW-1D3.8 r10W-100.4 97.4 94.8 a/-92.8 I-90.6 1.88.9 a/7.4 06.1 1-84.2 1-82.3 1-79.3 76 1-72.8 10W-107.5 tOW-102.9 09.1 98 1-93.3 a1-91 89 1 7.3 1 5.7 4.3 1-82.6 a(.81.4 1-78.7 1-78 10W-108.B tOd-102 a/-98,1 1-94.8 1-92 09.8 1.87.8 a1-85.8 a/4.2 2.7 1 80.3 1-77.5 10W-108.4 10W-101.9 07.2 1.93.8 1-90.9 1-08.4 8.3 l•84.4 2.7 1 1.3 79.5 1-78.8 10W-106.1 NOW-100.7 96.4 92.8 89.8 1 7.3 A5.1 83.1 a/$1.4 1-79.9 tOW-108.1 tOW-100.3 a1 5.8 a1-021 89 1-88.3 84 1-82 1 0.3 y-78.7 PRODUCT R6VISSD m wmplyin8 Widt the Fkiida Bw7ding Cods AocryY4a°e No 9. i do Dam ByMiami edc Product rc m u rc rt c7+ Y m I AISLL 3' Window Design Pressure (+/", psf) for Glass Type 2 Long Side (in) 67-7/8 72 76 80 1 84 88 92 96 1 1DO 104 109.1/2 1 112 116 120 124 128 132 136 140 144 30 1001-150 1001-150 I=-149.5 100/-147.7 100/-146.1 100/-144.7 100/-143.4 1001-142.2 1001-141.2 100/-140.2 1001.139 1001-138.6 1001-137.8 N0D!-137.1 100/-136.5 N00/-135.9 100/-135.4 1001-134.9 100/-134.4 1001-133.9 32 34 1001-147.2 1001-141.3 1001.144.6 10D/-138.6 1001-142.5 100/-136.4 100/-140.6 100/-134.5 1Dd-139 10D/-132.7 1001-137.5 1001-131.2 1001-136.2 1001-129.9 10Ud-135 100/-128.7 1001-133.9 100/-127.6 100/-133 1001-126.6 100/-131.7 1001.125.3 1001-131.3 100/-124.8 1001-130.5 100/-124.1 100/A29.8 1001-123.4 100/-129.2 100l4227 100/-128.6 1001-122.1 100/-128 100/421.5 1001-127.5 1001-121 100/-127 1001-120.5 100/-128.5 N00/-120 36 100/-138A 100/-133.3 100/-131 1001-129 100/-127.3 100025.7 1001-124.3 1001-123.1 100/-122 100/-120.9 100/-119.7 100/-119.1 1001-118.4 100/-117.6 100/-117 100/-116.4 100l-115.8 1001-115.3 100/-114.8 1001-114. 38 1001-131.6 1001.128.7 1001-126.3 1001-124.2 100/-122.4 1001-120.8 100/-119.4 100/-118.1 1001-117 100/-115.9 100/-114.6 1001-114.1 1001-113.3 10Dl-112.8 1001-111.9 100/-111.3 1001-110.7 N001-110.1 10D/-108.8 1D0/-107.4 40 100/-127.6 1001.124-6 100/-122.1 1001-120 100/418.1 100/-116.5 10D1-115 1001-113.7 100/-112.5 N00/-111.4 100l-110.1 N00/409.6 100/-108.8 100/-107-7 1=-1D5.5 N00/-103.4 1001.102 10N-100.6 1-99.4 as 42 100d-124.1 100-121 100/-118.4 100/-116.2 100/-114.3 100/-112.6 1001-111.1 100/-109.7 1001-108.5 100/-107.4 1001-106.1 100/-105.5 1001-103.5 10D/-100.9 1-98.7 96.6 94.9 93.2 91.6 1-90 44 1001-121 10 VA17.8 100/-115.2 100/-112.9 1001-110.9 100'-109.1 100/-107.5 1001-106.1 100/-104.9 1001-103.8 100/-1024 10(Y-101.8 99.2 96.1 1-93.6 4)0,9 88.7 l-W.5 IA4.6 1-83 46 1001-118.4 100/-115 1001-112.2 1001-109.8 100l-107.8 1001-106 1001-104.3 100/-102.9 1001-101.6 100/-100.5 99.1 1-98.5 46 92.5 1 +1-89.1 IA6.3 83.7 81.8 I-W,2 78.6 N 48 10o1-116 1001-112-5 1001-109.8 tON-107.1 1001-105 1001-103.1 100(-101.5 100 98.7 97.5 96.1 1-95.5 94 1.89.8 1 +1-86.2 1-83 1 +/-80.8 79 l-T7.1 1-75 50 100014 10D/-110.3+100/-107.3+100/-104.7+1DO/-102.5+1D0/-1D0.6 98.9 97.4 96 94.8 93.3 92.7 91.8 88.7 1-04 1-81.8 1-79.1 1-76,7 1-74.7 52 100/-112.2 1001-108.4 1001-105.2 1001-1026 1001-100.3 1.98.3 96.5 1-94.9 93.6 923 1-90.8 90.2 1-89.2 88.4 83.8 1-80.6 78.2 75.6 rn 54 100/-110.7 1001.106.7 1001-103.4 100/-100.6 1-98.2 M.2 94.4 0-92.8 1-91.3 90 88.5 1-87.8 1.86.9 86 1-04.1 I-80.8 77.6 56 1D01-109.4 1001-105.2 1001-101.8 98.9 1-96.4 94.3 1-924 90.8 09.3 1-08 1.86.4 05.7 4.7 83.9 143 1-81.2 58 1DOI-108.4 1001-103.9 1001-100.4 1.97.4 94.8 1-92.6 90.6 88.9 87.4 86.1 1$4.4 83.8 828 411.8 1-81 60 100/-107.5 100l-102.9 99.1 96 93.3 1-91 m 1-87.3 85.7 l-84.3 82.6 82 80.9 80 62 IW-106.9 1001.102 1.98.1 94.8 92 89.6 87.6 85.8 84.2 827 1-81 1-80.3 79.2 64 100/-1D5.4 100/-101.3 97.2 93.8 90.9 1-88.4 1.86.3 84.4 1-82.7 01.3 l-79.5 1-78.8 66 100/-10SA 100l-1D0.7 1-96.4 l-92.8 5.1 HA3.1 N-81.4 79.9 67.718 100N06.1 100/-10g.3 g5.8 92.1 l-89 86.3 84 482 0,3 78.7 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TEMPERED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY off 11-7/8.O.C. MAX. GLASS BITE EXTERIOR a GLASS TYPE 2 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE f~ LONG SIDE T SHORT SIDE SHORT I- J- SIDE LONG SIDE SHORT / SIDE P 4 I LONG SIDE SHORT SIDE PRODUCT REVISED Plyin8 with ale Florida Buildmg Code Aaoapbi- No i - . taiioe Due BY Dade Pro&mt m LU nt aco Y m Ba IX a 0 a/nO 0U) C7 N t` OIt N Of N J J C4 o Z u- 0Ni IL co Z J 8u.xo.0 O UU W XLn o O_ ON0mowZ02co5 w m p 0 o> O Of N ornOZdZ . 0 NF g Lu LLo t Q F rn U) LU Nu 3 D co 0 Z Q Z CL I0°s o a Z 04 0 X w n. LL O a181 a I AtlLt 9: Window Design Pressure (+/., psi) for Glass Type 3 Long Side (in) 67-7/8 72 78 80 1 84 88 1 92 96 100 104 109-1/2 112 116 120 124 128 132 136 140 1 144 30 32 34 36 38 40 100/-150 1001.147.2 100/-141.3 1001-136.1 1001.131.6 100/-127.6 100/-150 100/-144.6 160/-138.6 100/-133.3 100/-128.7 1001-124.6 IOW-149.5 1001-142.5 10W-136.4 100/-131 100/-126.3 1DW422.1 1001-147.7 10Od-140.6 10O1-134.5 1001-129 100/-124.2 100/-120 1001-146.1 100'-139 100/-132.7 100/-127.3 1001-122.4 10W-118.1 100/-144.7 IOW-137.5 I=-131.2 1001-125.7 1001-120.8 1001416.5 100/-143.4 100/-136.2 100/-129.9 1001-124.3 1001-119.4 1001-115 100/-142.2 1001.135 100/-128.7 100/-123.1 1001-118.1 100/-113.7 100/d41.2 10W-133.9 1001-127.6 10W-122 1DW-117 100/-412.5 1001-140.2 ID01-133 100/-126.6 1001-120.9 1001-115.9 1001-111.4 100fA39 1001-131.7 100/-125.3 100/-119,7 100/-114.6 1001-110.1 10W-138.6 1001-131.3 10W-124.8 10W-119.1 10W-114.1 IOW-109.6 100/-137.8 10D/-130.5 100/-124.1 100/-118.4 100/-113.3 100/-108.8 10W-137.1 10W-129.8 1001-123.4 100/-117.6 100/-112.6 1oomw 100/-136.5 10O/-129.2 100/-1227 1001-117 1001-111.9 toot-907.3 1001-135.9 1001-128.6 1001-122.1 1001-116.4 1001-111.3 1001-106.7 1D0%135.4 1001.128 1D0/-121.5 100/-115.8 1001-110.7 1001-106A 100034.9 100/-127.5 100l-121 IOW-115.3 1001-110.1 1001-105.5 1001-134.4 1130/-127 100/-120.5 100/-114.8 100/-I09.6 100/-105 1DW-133.9 100/-126.5 1001-120 1001-114.2 1001-109.1 1001-104.5 42 1001-124.1 100/-121 1001-118.4 1001-116.2 1001-114.3 1001-112.6 IOW-111.1 100/-109.7 IOW-108.5 100/-107.4 10W-106.1 IOW-105.5 1001-104.7 1001-103.9 1004103.2 I001-102.5 1O0/-101.9 11OW-101.4 100/-I00.8 1001-100.3 44 1001-121 100/-117.8 IOW-115.2 100/-112.9 1001-11O.9 100/-109.1 10W-107.5 100/-106.1 1001-104.9 1001-103.8 100/-102.4 1001-101.8 1001-101 1001-100.2 99.5 198.6 1.98.2 97.6 1-97.1 95.5 46 10W-118.4 1001-115 IOW-112.2 100/-109.8 001-107.8 100/-106 1001AD4.3 100/-102.9 10W-101.6 1001-100.5 199.1 98.5 1 +1-97.6 96,8 1 +1-96.1 1-95.4 1 +/-94.8 1-94.2 1-93.6 93.1 48 I001-116 1001-112.5 10O1-109.6 100/-107.1 100005 00/-103.1 10W-101.5 100 1 +/-W.7 97.5 96A 95.5 94.6 93.8 1-93 1-92.3 91.7 1-91.1 90.5 1-89.9 m 50 1001-114 1OD/-110.3 100f-107.3 1001-104.7 100/A02.5 I00t-100.6 98,9 97.4 1 +/-96 94.8 I93.3 92.7 91.8 90.9 90.2 1-89.5 88.8 1-88.2 1.87.7 52 1001-1122 1001-108.4 1001.105.2 100/-102.6 1001-100.3 1-98.3 96.5 94.9 1 +1-93.6 1-92.3 90.8 90.2 99.2 98A 87.6 06.9 86.2 195.6 rn 54 101Y-110.7 IDW-106.7 1001-103.4 I001-100.6 1.98.2 196.2 94.4 1-92.8 91.3 90 1.88.5 87.8 86.9 1.86 1-65.2 84.5 818 56 I00/-109.4 1DW-105.2 1001-101.8 98.9 196.4 194.3 92.4 90.8 1-89.3 1-86 186.4 1-85.7 1-84.7 1-83.9 83 82.3 58 10W-108.4 10W-103.9 001-1 DO.4 97.4 194.8 92.6 90.6 1-88.9 87.4 86.1 84.4 83.8 1-82.8 191.8 191 60 1001-107.5 10W-102.9 99.1 1-96 93.3 191 1-89 87.3 95.7 84.3 192.6 82 80.9 1.80 62 I001-106.9 1001-102 981 94.8 92 89.6 87.6 1-85.8 84.2 1 +1432.71 1-81 1.80.3 79.2 64 11O0/106.4 1001-101.3 1=7.2 93.8 90.9 198.4 1-86.3 1.84.4 92.7 1.3 79.5 78.8 88 IOW-106.1 10W-100.7 96.4 I92.8 1.89.8 1.87.3 BS.I 193.1 01.4 79.9 67-7/8 10W-106.1 1DO1-100.3 195.8 92.1 1.86.3 I-84 1-112 80.3 1-78.7 NOTES: 1) BUCK DIMENSIONS SHOWN: FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 13/16" NOM. GLASS STACK 3/16" TEMPERED GLASS 7/16" AIR SPACE 12 5 USED AT CURVED FRAME MEMBERS ONLY 29 Q 11-7/8" O.C. MAX. 1-3 EXTERIOR a 5-7 21 GLASS TYPE 3 TEMPERED GLASS GLASS BITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE LONG SIDE f SHORT SIDE SHORT _ SIDE F- LONG SIDE SHORT SIDE f I LONG SIDE SHORT If_. SIDE - PRODUCT REVISED nplpoe with the Florida Building Code A-t-. Ne i6-0(alp m U A to '^aa 0 n a1o0 O 07 N N O_ N O 1 J J CA M O Z ,(g Z D- LA u- co JW u VU XN o O_ W Z O 2 no 7 'N W m O C7 oma o> OYp Z r1 0 z a °' O rn LL J O J QQr W ONs Z u N 3O 1n Zr Of .along yZ_yO7 Z N w p C7 19OXWd ti ap11 rep sauag I EDGE DISTANCE INSTALLATION TYPE A WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4' 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET J EMBEDMENT 1/4" MAX 1 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 5, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT 1X WOOD BUCKSTRIP, 1/4" MAX SEE NOTE 2, THIS SHEET SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE B SEE TABLE 5, THIS SHEET DISTANCE i I. . Aj A 1/4' MAX. SHIM 12 STEEL SELF -DRILLING SMS 05), SEE TABLE 5, THIS SHEET 11 EXTERIOR 12 CONCRETE/CMU PER ANCHOR VISIBLE LIGHT WIDTH = 5 4 REQUIREMENT WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTION A -A INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING OEXTERIOR MIAMI-DADE APPROVED MULLION - SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 5,THIS SHEET jT 1/4'MAX SHIM I WOOD SUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER EMBEDMENT - ANCHOR REQUIREMENT INSTALLATION — EDGE Typ, ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER TYPE B SUBSTRATE, SEE TABLE 5, THIS SHEET VERTICAL SECTION B-B TARI F 5- EMBEDMENT a EDGE DISTANCE r" CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. EdgeDistance Min. Embedment Max O.C. Spacing 12 or #14 410 SS Screw P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" 12' Aluminum, 6063T5 min. 3/8" 0.D63" ' 12' A36 Steel 3/8' 0.0631• 12' Steel Stud, Or. 33 min. 3/8' 0,045' 18 Ga 12' 12 or #14 Steel Screw (G5) P.T. Southem Pine (SG=0.55) 9/16" 1-3/5, 12' Aluminum, 6083-T5 min. 3/8' 0.063" • 12, A36 Steel 3/8' O.D63'• 12, Steel Stud, Gr. 33 min. 3/8' 0.045" 1B Go) 12' 1!4' 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/7 1.114" 12, Concrete (min. 3.35 ksi) 1' 1-3/4" 12' 1147 Steel Ultrecon Concrete (min. 2.85 ksi) 1' 13/4" 12' Concrete (min. 2.85 kai) 2-1/2' 13/8" 12" Ungmuted CMU, (ASTM C.90) 2-1/7 1-1/4' 12' Grouted CMU, (ASTM C-90) 2-1/7 13/4' 12" 5116- Steel Uhmeon Concrete (min. 35 ksi) 1-1/4' 13/4" 12" Grouted CMU ASTM C-90 2A/7 13/4' 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSI KA I E. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 1-1/2".THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BYOTHERS OR AS APPROVED BYAUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCTREVISED as complying with the Hari& Building Colo Acceptance No t} C' Kirirntioa Date P 1 m z Ir a 3 ^aa rr O 0n v a1a0 O O`* ICl) v of C) C) M CD Z lL uN'1IL ULLT W V x o 0 W Z O co > eN H" CO C)0M0 UrWon > 0 0 rn O CD z z aJ O Z O1n H- 1aa4S 3i Q z OHD 0 (n aI°'s Z Z W 0: O WXIL LL 15 a auu se0 s ueg EDGE rDISTANCE INSTALLATION TYPE E 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT L— EDGE DISTANCE 1/4' MAX 2 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY C 11-7/9" O.C. MAX. 1/4" MAX. SHIM 12 STEEL SELF -DRILLING SMS G5), SEE TABLE 6, THIS SHEET INSTALLATION TYPE H INSTALLATION INSTALLATION TYPE G TYPE F 1X WOOD BUCKSTRIP, r— EMBEDMENT SE7NOTE2, THIS SHEET 114. MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT ANDSHI EDGE DISTANCE PER SUBSTRATE, B SEE TABLE 6, THIS SHEET CONCRETE/CMU PER ANCHOR REQUIREMENT IF MIAMI-DADE APPROVED MULLION SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6,THIS SHEET J 1/4"MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER EMBEDMENT. ANCHOR REQUIREMENT INSTALLATION I EDGE TYP. ANCHOR TYPE, EMBEDMENT TYPE F DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET VERTICAL SECTION D-D EXTERIOR \ 12 4 VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C EMBEDMENT v EDGE DISTANCE a 1 CONCRETE/CMU PERANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment O.C. S pSpacing 012 or#14410 SS Screw P.T. Southern Pine (SG-0. ) 116" 13/8' Aluminum, W63-T5 min. 3/8' 1 A36 Steel 3/8' 0.063" 12" Steel Stud Gr. 33 m 318" 0.045' 18 ' Gain. 12" 912 or #14 Steel Screw (G5) P.T. Southern An.(SG=0.55) 9/15" 1.3/8' 12" Aluminum, 6063-TS min. 31W 0.063' 12" A38 Steel 3/8' 0.083' ' 12' Steel Stud, Gr. 33 min. 3/8' 1 0.045' 18 Ga 12" 1/4' 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/7 1.1/4' 12" Concrete (min. 3.35ks1) 1' 1-3/4' 12" 114" Steel Ultrecon Concrete (min. 2.85 ks1) 1' 1.3/4" 12' Concrete min. 2.85 ksi) 2-1/2' 1.3/8' 12' Unpmuted CMU, (ASTM C-90) 2-1/2" 1-114" 12' Grouted CMU ASTM C-90 2-1/2" 1-314" 12' 5/16" Steel Uftmcon Concrete (min. 3.5 ksi) 1.114" 1.314' 12' Grouted CMU, ASTM C-90 2-1/2' 1.314' 12" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1, USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEETAS'1X', ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED as complying with ft Florida r?uildins Cork Acceptance No 1 k:QGf 4 Exoiratiue Date P z m z W r a o0N Y n ^ amp O c pv 'T fq cND J J [h O Z •HZ-LL LL JW U 2X o H Z m O (9 Dn C111 O p y Z O z (Lz ° 0LL QOOF O 5 , aays m Z < Z Z ap. s u Z W O J of wW Q X 0 d LL Luu sauas 2X WOOD BUCKSTRIP TYP. ANCHOR TYPE, EMBEDMENT AND EDGE --I EMBEDMENT OR FRAMING, SEE DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET SEE TABLE 7, THIS SHEET EDGE EDGE DISTANCE INSTALLATION DISTANCE TYPEI 1/4" MAX 3 SHIM 4 EMBEDMENT 11 USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY @ 11-7/8' O.C. MAX. WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-314" INSTALLATION TYPE J 1/4' MAX. SHIM INSTALLATION TYPE L 10 STEEL SELF -DRILLING SMS G5), SEE TABLE 7, THIS SHEET IF INSTALLATION INSTALLATION TYPE J TYPE K 1/4' MAX EDGE DISTANCE I SHIM 2X WOOD SUCKSTRIP 2X WOOD BUCKSTRIP OR FRAMING, SEE aORFRAMING, SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 1 SEE TABLE 7, THIS SHEET 2X WOOD BUCKSTRIP EXTERIOR OR FRAMING, SEE NOTE 2, THIS SHEET 114" MAX SHIM MIAMI-DADE APPROVED MULLION SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 7,THIS SHEET EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 7, THIS SHEET VERTICAL SECTION F-F VISIBLE LIGHT WIDTH = 1 ' WINDOW BUCK WIDTH - 2-314" tt WINDOW BUCK WIDTH HORIZONTAL SECTION E-E EMBEDMENT EXTERIOR10, Anehot Substrate Min. Edge Distance Max. O.C. Spacing 2-112" x .113" Box Nall P.T. Soulhem Pine (SG=0.55) 5116' 5' 2-1/2' x .131" Common Nail P.T. Southem Pine (SG=0.55) 3/8" 5' 2-1/2' x .145' Roolng Nail P.T. Southern Pine SG=0.55 3/8' 5" 10 x 1" Steel Screw* P.T. Southern Pine (SG=0.55) 1/2' 5" 0.093" Aluminum, 6063-T5 min. 5116" 5" 1/18' A38 Steel 5118' 5' 0.045- 18 Ga Steel Stud, Gr. 33 5/18' 5" MIN. OF 3THHEAU5 BtYUND IHt MtIALbUUb1l 1L. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X-, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2-. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X" ARE 1-1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED c rnplyiag with dx Florida Building Conk Aoccpteece No Bxprotigo Date fP1 1 a m U w to 7aa W N ti at-o O o O 'Mtv co i J m C OO UU Z LL o LL c0 J uMn pw U(wj X_6 o L w Z O M 00 .0N w in O (7 a+0 o> O rn OOZ0- Z Q O JQ O y hays Z O coF- Q ZO Q Z J Us-s O N N O Z_ C U X Z a LL LL aRil 'asap s uas INSTALLATION TYPE M FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO MORE THAN 6' O.C. EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" INSTALLATION TYPE N EDGE DISTANCE EDGE 2X WOOD BUCKSTRIP INSTALLATION TYPE MORFRAMING, SEE INSTALLATION DISTANCE NOTE 2, THIS SHEET FOR THIS INSTALLA]ON TYPE N EMBEDMENT EMBEDMENT METHOD ONLY, 1/4" MAX ANCHORS MAY BE MORE THAN 6" O.C. EMBEDMENT SHIM n I WOOD BUCKSTRIP, SEE U 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEE 2, THIS SHEETNOTE 1/4" MAX TYP. ANCHOR TYPE, EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, I` ro1 SEE TABLE 8, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED EDGE FRAME MEMBERS ONLY DISTANCE @ 11-7/8' O.C. MAX. CONCRETE/CMU PER ANCHOR REQUIREMENT 114" MAX. SHIM INSTALLATION TYPE O FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO MORE THAN 6' O.C. 12 STEEL SELF -DRILLING SMS GS), SEE TABLE 10, THIS SHEET J `` I VISIBLE LIGHT WIDTH `--5 WINDOW BUCK WIDTH -2-3f4" WINDOW BUCK WIDTH TYPE, ry J EXTERIOREMBEDMENTNDDGE DISTANCE PER SUBSTATE. SEE TABLE 8, THIS SHEET 1/4' MAX SHIM MIAMI-DADE APPROVEDMULLION SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET iX WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET VERTICAL SECTION H-H HORIZONTAL SECTION G-G I EDGE DISTANCE CONCRETE/ CMU PER ANCHOR REQUIREMENT EXT E"'R IOR V Anchor Substrate Min' Edge DistanceMin. Embedment Max. O.C. Spacing12 or #14 410 SS Screw P. T. So Pine SG-0.55 9116" 1.3/8" 6" Aluminum 6D63-T5 min. 3/B" 0.063" ' 6" A36 Steel 3/8' 0.087 8' Steel Stud, Gr. 33 min. 3/8' 0.045' 18 Ga 6" 12 or#14 Steel Screw (G5) P. T. Southern Pine SG=0.55 s116" 1-3/8" 6' Aluminum, 6063.7111 min. 3/8' 0.063" 6" A36 Steel 3/8" 0.063"' 6' Steel Stud Gr. 33 min. 3/8" 0.045' 18 Ga 6' 114' 410 SS CrelaFlex U routed CMU ASTM CAD 2-1/2" lA14" 12" Concrete ( min. 3.35 kal) 1' 13/4' 12' 114' Steel Ultracon Concrete min. 2.85 kel 1' 13/4" 12" Concrete min. 2.85 ksl 2-1/2' 13/8' 12" Ungrouted CMU, ASTM C-90 2-1/2" 1-114" 12" Grouted CMU, (ASTM C-90 2-1/2' 13/4' 12" 5/ 18" Steel Ultracon Concrete min. 3.5 ksl 1-1/4" 13/4' 12" Grouted CMU STM P90 2-112" 1314" 12" MIN. OF 3 THREADS BEYOND THE METAL SUB5TKAIE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2', 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X"ARE 1-1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. z m u LIJ c) i Y 1) m n88 O Ln atop to C7 N r 04 K N OL N ".l p ZLLc0Z JH uMnp Lji 0 UI, X' o W OLU Z O a v W CO O .- D C9 c N HMOQO z azrnOg LL co J a aays rn N OrnO ZJ Q z aloes O 3: N w u 0 X Z a z LL 111LL sap s uas ALL CORNERS TO1030 USE GASKET AND/OR SEALAN ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90' CORNER FRAME ASSEMBLY EQUAL -LEG FRAME 1NGE FRAME ANGLED/CURVED FRAME ASSEMBLY FRAM EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ASSEMBLY DETAILS FOR FIN FRAMES 909 CORNER FRAME ASSEMBLY IIII to ALL CORNERS TO USE GASKET I ANDIOR SEALANT ' ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS PRODUCT REVISED as cemidyms with the Florida Building Cud, at «Date 14 By P.4ia a<ie Product Cnt• s` a M c YU) m aa 00 v O a/ U N N Ot d' N J m o Z Xa o u X 9 d Wo HZ m00 Yw c=7 w MoO > O Y Z Z Z D_Z O O 5 JQ 0 ZZ o 7aa45rnIjU) O U) Z Qal°'S Z LLO FX N 0 X O a LL m apil xad s ua5 A. LYNN MILLER, P.E. P.E.# 58705 Item POT Part# Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -lag Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 V18" Lam!. Glass Beading Alum. 6063-7S 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation FastenerCo%er Alum. 6063-T5 6b 4224 Installation FastenlerCo%er Rigid PVC 10 70589C Gasket (at 9W comerjoints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65+/-1 13 Dow 899, GE 7700 Silicone or EgUv. 20 71652K Setting Block, Mono. 3116' x 7/16' x 4' Neoprene, Duro. 21 71704AK Setting Block, I.G. 3/16" x I-W32' x 4" Neoprene, Duro. 85 +/-1 29 96 x 1-114" FH SMS Stainless Steel 30 781PQX 8 x 1' Quad PH SMS Stainless Steel 2.784' 094" y14f 074" _ .062" 1.875T 438" T 1. 000" T 500" . 050"'a'006 OFLAINGE FRAME 4253C, 6063-T5 1. 206" r— 8- 775 1 I— .050" 3116" & 1/4" OGLASS BEADING 4258, 6063-T5 2. 784" 094" — 41— 074" . 062" 1. 375" 500' . 438" E-— . 050"1— OEQUAL - LEG FRAME 4285, 6063-T5 JII Ly— .348" 875" ~ 1j— . 060" I. G. GLASS OBEADING 4254,6063-T5 2. 784' 094' y4 0. 062" 1. 375' 500" wt+ 1.125" O3 FIN FRAME 4256, 6063-T5 I1. 037" 050+ INSTALLATION 6a FASTENER COVER 4270, 6063-T5 SILICONE HOT -MELT BUM REINFORCEMENT POLYISO- NT FILL AREA STRUCTURAL BUTYLENE5/16" NOM. STRUCTURAL 1/ 4" NOM. SILICONE 3/ 16" NOM. FOAM 5/ 16' NOM. SEAL LICONE SEAL POLYISOBUTYLEN WITH BUM 8 DESICCANT ROLL -FORMED WITH DESICCANT DESICCANT FOAM STAINLESS STEEL tINT. EXT.GLASS - EXT.GLASS EXT.GLASS EXT. GLASS INT. GLASS INT. GLASS INT. GLASS LASS 75 KODISPACE 76 SUPER 77 DURASEAL' b 76 XL EDGE" SPACER 4SGTPSSPACER®NXT- SPACER Part # Description Material 75 Kommerling 4SG TIPS Spacer System 76 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 77 Quanex Duraseal Spacer Materials 78 Cardinal XL Edge Spacer as cemplYing +tiM ifie Floridv Building Code Ac>: eprnnoe rw 1 - 2t 19 rationDateBy MiDock Product m JR - 05/05/16 - ADDED THIS SHEET WITH SPACERS & MOVED PARTS. LU M i; Y CO m a o v O U v a1°0 p o NV ' i 0 to Lu t"' co O o a w0ZL-j N LL ccD Z J U W V X L o 0 vw OMOWZ02aDW mO O 0W I? > p 1 Z Z o z o z v O Of LL 5 o J Qp ZO m CO Zn 7aa45 O Cl) n Z 0 0Z w ai° JS w Wxg Oa LL m a/ 7'1 ca0 s lM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOVICE OF ACCEPTANCE (NOA) www.miiamidade.gov/economy Mastic Home Exteriors, Inc. 2415 Campbell Road Sidney OH 45365 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Mastic Aluminum Soffit APPROVAL DOCUMENT: Drawing titled "Aluminum Soffit Installation, 12" Wide, T4 Solid and V- Groove Ventilated", sheets 1 through 3 of 3, dated 07/16/2012, prepared by the manufacturer, signed and sealed by Allen N. Reeves, P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each piece shall bear a permanent label marked at not more than 4' o.c. with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein and in FBC 1710.9.3. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 11-1130.02 and consists of this page 1, evidence page E-1, as well as the approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 16-0801.06 Expiration Date: November 16, 2021 Approval Date: October 6, 2016 j1Z712,2D r Page 1 Mastic Home Exteriors, Inc. NOTICE OF ACCEPTANCE - EVIDENCE PAGE A. DRAWING "Submitted under NOA # 11-1130.02" 1. Drawing titled "Aluminum Soffit Installation, 12" Wide, T4 Solid and V-Groove Ventilated", sheets 1 through 3 of 3, dated 07/16/2012, prepared by the manufacturer, signed and sealed by Allen N. Reeves, P.E. B. TEST "Submitted underNOA # 07-1026.01" 1.. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of the Aluminum Soffits, prepared by Architectural Testing, Inc., Test Reports No. 75856.01-109-18, 75861.01- 109-18 and 75862.01-109-18, (all Revision 1), dated 10/05/2007, signed and sealed by Michael D. Stremmel, P.E. C. CALCULATIONS "Submitted under NOA # 07-1026.01 " 1. Installation Analysis of Aluminum Soffits, prepared by H.R. Engineering, Inc., dated 03/27/2008, sheets 1 through 4, signed and sealed by Allen N. Reeves, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5"' edition (2014) FBC issued by H.R. Engineering, Inc., dated 08/05/2016, signed and sealed by Allen N. Reeves, P.E. Submitted under NOA # 11-1130.02" 2. Statement letter of code conformance to the 2007 and 2010 and no financial interest issued by H.R. Engineering, Inc., dated 04/25/2012, signed and sealed by Allen N. Reeves, P.E. 3. Certificate of amendment dated 12/01/2010 last revised in May 2002. Dg 27 16 Carlos M. Utrera, P.E. Product Control Examiner NOA No: 16-0801.06 Expiration Date: November 16, 2021 Approval Date: October 6, 2016 E-1 i WOOD ROOF FRAMING NAILI•NiG PATTERN A 10" ALONG INTERLOCK X 12" ALONG WIDTH MAXIMUM SPACING 24" B SINGLE ROW IN EACH GROOVE ALONG CENTER BATTEN NAILS A JOINT AREA .IT' DIA. SHANK 3/8" DIA. HD.. 1-1/2" LONG B GROOVE AREA .10" DIA SHANK 3/16" DIA. HD. 2" LONG jBATTEN 1" X 2" P.T. SOUTHERN PINE CONSTRUCTION GRADE FASCIA 10 I . SAVE PERSPECTIVE EAVE CROSS SECTION NBIUM 1" X r CONSTRUCFION GRADE MM SOUTHERN PINE OR EQUIVALENP DOD BATTEN STRIPS, 5 TOTAL VENTED SOFFITS NET FREE AREA Product bt osur9 NPA__ G12V2 12' 15.0sq.1n/ft SV66V 6'1 7.3sqq' .n./ft 22 LFAS1191V 10.6sghnn/ft fASMIL9 it 4A sgdn./ft SV( aV420144 12" 15.0 sq 1n:JR. 4P/ L412215 10.6 , in./k 12" PRODUCTREWWO orWa No. 19354 Code IP110. Dsall 1 MASTIC HOME EXTERIORS, 'INC. STATE OF' 1 2415 SMhm C• o •. Product Co SDINEY, OH.4536 s 9MOB- 6720 TITLE.. 23 04.y 2 0/ 2 ALUMMW SOFFIT Allen N. Reeves, P.E., SEC13 INSTALLATION Stnwtural En&eer Florida Iacense No. 19354 NO ' : • S[O DRA BY% •DATF DWG. I PA • __ A. REEVES 16 X ?i Al2, SFIEbT l_( A, Ozj IREF 1.303"REF. DETAIL A 4AP' t I)EXAM A CROSS SECTION PLAN VIEW END VIE N PRODUCTREVOM No. 19354 9Wwwolyirq& wim on norms1didgC8 zj E 0% STATE OF 4u By 0 R I Proftd Conw 10NAL 23 Jury 2otl Allen N. Reeves, P.E., SECB Stractrual Engineer Florida License No. 19354 ION GENERAL NOTES I MATERIAL - MASTIC ALUMINUM ALLOY 31051126P 2 DEVELOPED WIDTH 15.0w, 3 LATEST MASTIC SIDING PAINT SPECS TO APPLY 4 STANDARD TOLERANCES - Dr,4ENSION +1-.015", ANGLE +1-1 DEGREE, RADIUS +/-.005"UNLFSS spEaFm 5 OIL CANNING, BUCKLING, RIPPLES, AND CHATTER CHARACTERISTICS SHALL BE EVALUATED BY PANEL OF ABF MANAGEMENT USING AN ABF EVALUATION FORM (REF. OIL CAN EVALUA11ONNO.001). 6 TOOLING MUST BE IN CONTROL AND CAPABLE TO MANUFACTURE THE PART WITHIN ESTABLISHED SPECIFICATION AND TOLERANCE. 7 KEY CHARACTERISTICS ARE NOTED BY (*) ASTERISK DIMENSIONS TO BE HELD IN CONTROL AND CAPABLE TO A CPK OF 1.33 OR GREATER. 8 ALL INSIDE RADII TO BE.03 I" UNLESS OTHERWISE NOTED. 9 DESIGN PRESSURE - +70.0 PSF AND 61.3.PSF. I 10 PRODUCT CODE SAS 12313 PRODUCT R04EWWD m w—plyi% vA& the FkWON m" C.& Aoecpto allo/6-0.001-04 erMuni . Pffldw coft"T4 MASTIC HOME EXTKRIORS, 'INC, 2415 CAMMELL ROAD SMNEY.OH4S36S. 937)498-4120 ALumn4um sourr 12" WIDE, T4 SOLID 335" +.0.1A" -.000" i 010" GAP * 015"-.000"' DETAIL A x2 DETA1 L. B 360" +.000" -.010" 50" X2 3a9-:: —,010" 140" WIDE X .400" SCHEMATIC VIEW OF SHEET 062" DIA. HOLES D b811". 1622" TYP. 3,033" 1,396 . •• 3.031" ' 2A33" PERFORATION LAYOUT 14.437"--• DETAIL D PLAN VIEW OF DEVELOPED SHEET END VIEW moor r xEmwED tlm MidiOOFw AaYpt. tb -Div .OL 540" +1-.030" P Z 4? qOg 11.062" . L87" BOLES , Ale 6" ned WerooN px*AIL C 42111l4---..DaAh s' P•rrercl•a ou uwnnur„ i• awmpying,.am ma Florian No. 19354 Bdlel. c*& D : 1 p, STATE OF 41J s- Cmuel t I m%0, 23 JULy 20/2 Alien N. Reeva s, P.E., SECB Shsicturnl Engineer Florida License No.19354PO S GENERAL NO I MATERIAL- - ALUMINUM ALLOY 3105-H13 2 GAUGE .014" (SVGN420144, SVGV420144); .019" (SVGN12N20, SVG12N20T,SVG12V20,SVG12V20T) 3 DEVELOPED WIDTH 14A3T'+/-,016" 4 LATEST MASTIC PAINT SPECS TQ APPLY, ALUMALURE 2000. 5 STANDARD TOLERANCES DIMENSION+/-.015", ANGLE+/-1 DEGREE, RADIUS +/-.005" UNLESS OTHERWISE SPECIFIED 6 TRANSVERSE BOW DOWN-MAX.031"* 7 OIL CANNING, BUCKLING, RIPPLES, AND CHATTER CHARACTERISTICS SHALL BE EVALUATED BY A PANEL OF ABF MANAGEMENT USING AN ABF EVALUATION FORM (REF. OIL CAN EVALUATION NO.001): 8 TOOLING MUST BE IN CONTROL AND CAPABLE TO MANUFACTURE THE PART WITHIN ESTABLISHED SPECIFICATION AND TOLERANCES. 9 KEY CHARACTERISTICS ARE NOTED BY (*) ASTERISK. DIMENSIONS TO BE HELD IN CONTROL AND CAPABLE TO A CPK OF 1.33 OR GREATER. 10 ALL INSIDE RADII TO BE .031" UNLESS OTHERWISE NOTED. I I DESIGN PRESSURE: SVGN420144& SVGN20144 =+/-55 PSF 12 DESIGN PRESSURE: SVG12N20, SVG12V20, & SYG12UO = +50 PSF AND -44.4 PSF. MASTIC HOME EXTERIORS,'INC. 2415 CAMPBELL ROAD SMNEY, OH 45365 9Y"8-6720 TITLE: ALUMINUM SOFFIT 12" V-GROOVE, VENTILATED KIAKI M, DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA TAMKO Building Products, Inc. 220 West 4' Street Joplin, MO 64801 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.zov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: TAMKO Roof Shingles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.15-0709.19 and consists of pages 1 through 6. The submitted documentation was reviewed by Gaspar J Rodriguez. W] NOA No.: 15-1215.10 Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Asphalt Shingles Materials: Laminate Deck Type: Wood SCOPE This approves TAMKO's Heritage, Heritage Woodgate and Heritage Premium asphalt shingles, manufactured by TAMKO Building Products, Inc., as described in this Notice of Acceptance and designed to comply with the Florida Building Code High Velocity Hurricane Zones. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Heritage 13 'A" x 39 3/8" TAS 110 Dimensional asphalt shingle. Manufacturing Location # 1, 2, 3 Heritage Woodgate 13 'A" x 39 3/8" TAS 110 Dimensional asphalt shingle. Manufacturing Location # 1,3 Heritage Premium 13 '/4" x 39 3/8" TAS 110 Dimensional asphalt shingle. Manufacturing Location # 1, 2, 3 MANUFACTURING LOCATIONS 1. Dallas, TX 2. Tuscaloosa, AL 3. Frederick, MD EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. TAS 107 & UL 790 04CA44252 02/25/05 ASTM D3462 02NK33813 09/23/02 ASTM D 3462 & TAS 107 R2919 Letter 03/10/11 ASTM D3462 4789110543 08/26/14 TAS 107 02/19/15 ASTM E 108 08/26/14 ASTM D3161, Class F 4787043752 10/20/15 PRI Asphalt Technologies, Inc. TAS 100 TAP-129-02-01 05/26/05 TAS 100 TAP-130-02-01 05/26/05 TAS 100 TAP-131-02-01 05/26/05 PRI Construction Materials Technologies LLC TAS 100 TAP-303-02-01 12/12/14 TAS 100 TAP-307-02-01 02/10/15 TAS 100 TAP-317-02-01 09/02/15 NOA No.: 15-1215.10 Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 2 of 6 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shingles shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115. 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail `A', attached. 5. Nailing shall be in compliance with Details'B', attached. LABELING Shingles shall be permanently labeled with the manufacturer's name and/or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below: MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS As required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. NOA No.: 15-1215.10 MIAMI•DADE COUNTY Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 3 of 6 DETAIL A HERITAGE, HERITAGE WOODGATE, AND HERITAGE PREMIUM All dimensions are in inches. 2SE 1ST COURSE DETAIL B HERITAGE SHINGLE FIG. 1 FASTENING PATTERN All dimensions are in inches 39-3/8" 1" 7 '/2 7'/z" 7 3/8" 7 1/2 7 '2 1" 8< > H i-- 4--------------------------------------------------------+---- 6-1/8" 13-1 /4" 5-5/8" Exposure NOA No.: 15-1215.10 Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 4 of 6 PAINT LINE, 7.7lWn`..1 DETAIL B (CONnNUED) HERITAGE SHINGLE FIG. 2 ALTERNATE FASTENING PATTERN HERITAGE SHINGLE TuSCALOOSA, AL) FIG. 3 ALTERNATE FASTENING PATTERN HORIZONTAL NAIL SPACING IN ACCORDANCE WITH FIG. 1 OR FIG. 2. VERTICAL NAIL SPACING ALLOWED ANYWHERE WITHIN NAIL ZONE. M NOT FASTEN A- - NG'EDGE. - 1 C4MIUI:ON BOND, P,REPER ED FASTENER. LOCATION GaMth6 ro Bond NOA No.: 15-1215.10 MIAMI•DAD; COUNTY Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 5 of 6 HERITAGE WOODGATE & HERITAGE PREMIUM SHINGLES FIG. 4 FASTENING PATTERN All dimensions are in inches 39-3/8" 1 " 7 '/2" 6 '/z" 9 3/8 " 6 '/z° 7 ''/z" 1 " H13-1 !4" o 6" 5-5/8" Exposure END OF THIS ACCEPTANCE NOA No.: 15-1215.10 Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 6 of 6 Page 1 of 3 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts j Publications FBC Staff ( BCIS Site Map Links !. Search djFlorida Product Approval 0 USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail K g, FL # FL11842-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MFM Building Products Corp. Address/Phone/Email 525 Orange St. P.O. Box 340 Coshocton, OH 43812 740) 622-2645 wcroft@mfmbp.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Whit Croft Address/Phone/Email PO Box 340 Coshocton, OH 43812 740) 622-2645 Ext118 wcroft@mfmbp.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Bucker, P.E.@ CBUCK Engineering the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2019 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL11842 R3 COI CertOfIndey.odf Referenced Standard and Year (of Standard) Standard Year ASTM D 1970 2009 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11842 R3 Eauiv Test Standard Eauiv.odf Sections from the Code 11 /29/2016 Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 04/16/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 of Products FL # Model, Number or Name Description 11842.1 1 - "IB3","IB3 Storm Stopper", "IB3 Self -Adhered Roof Underlayments attached to Plywood Deck Shingle Starter', "IB4 StormStopper" & "Shingle Starter" Limits of Use Installation Instructions Approved for use in HVHZ: No FL11842 R3 II 1 IB3Family EVALREPORT.Ddf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. Impact Resistant: N/A #31242 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to Evaluation Report for Limitations and Evaluation Reports Conditions of Use. Refer to Manufacturer's Installation FL11842 R3 AE 1 IB3Family EVALREPORT.odf Instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 11842.2 2 - "Peel & Seal" Self -Adhered Roof Underlayment attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11842 R3 II 2 PS EVALREPORT.Ddf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. Impact Resistant: N/A 31242 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to Evaluation Report for Limitations and Evaluation Reports Conditions of Use. Refer to Manufacturer's Installation FL11842 R3 AE 2 PS EVALREPORT.Ddf Instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 11842.3 3 "Wind &Water Seal+ " Self -Adhered Roof Underlayment attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11842 R3 II 3 WWS EVALREPORT.Ddf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. Impact Resistant: N/A 31242 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to Evaluation Report for Limitations and Evaluation Reports Conditions of Use. Refer to Manufacturer's Installation FL11842 R3 AE 3 WWS EVALREPORT.odf Instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 11842.4 4 - "STS" Self -Adhered Roof Underlayment attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11842 R3 II 4 STS EVALREPORT.Ddf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. Impact Resistant: N/A 31242 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to Evaluation Report for Limitations and Evaluation Reports Conditions of Use. Refer to Manufacturer's Installation FL11842 R3 AE 4 STS EVALREPORT.Ddf Instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 11842.5 5 - "Ultra HT Wind & Water SealT° Self -Adhered Roof Underlayment attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11842 R3 II 5 Ultra HT EVALREPORT.pcl Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. P.E. #31242 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Refer to Evaluation Report for Limitations and FL11842 R3 AE 5 Ultra HT EVALREPORT.Ddf Conditions of Use. Refer to Manufacturer's Installation Created by Independent Third Party: Yes Instructions as a supplemental guide for attachment. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to 11 /29/2016 SpeGalty Structural Engln*aPring CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report Wind & Water Seal+TM11 Roof Underlayment Manufacturer: MFM Building Products Corp. 525 Orange Street Coshocton, Ohio 43812 740) 622-2645 for Florida Product Approval FL 11842.3 R3 Florida Building Code 5th Edition (2014) Method: 1- D Category: Sub - Category: Product: Description: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 15-115-W&WS+-ER Revises 11-182- W&WS+-ER) Date: 4 / 02 / 15 Contents: Evaluation Report Pages 1— 5 Roofing Underlayment Wind & Water Seal+y" Self -Adhered Underlayment CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net Ui Ehctronlc Seal for[lectrork SubrrAml P .' LtCENgF '•. F,p i No 31242 T'' STATE OF \ Ca ONA\ Digkalty Signed by: lames L. Buckner; P.E. 2015.04.16 13:38:50-04'00' Specialty Strucfiural Engineering Manufacturer: MFM Building Products Corp. Product Name: "Wind & Water Seal+'m" Product Category: Roofing Product Sub -Category Underlayment FL #: FL 11842.3 R3 Date: 4 / 2 / 15 Report No.: 15-115-W&WS+-ER Page 2 of 5 CBUCK, Inc. Certificate of Authorization ##8064 Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product Description: 45-mils thick (nominally), self -adhering, multi -layer, white polymer film with a raised pattern embedded into the rubberized asphalt adhesive, and a release liner. Roll size: 36" wide x various lengths Product Material / Material Type: Styrene Butadiene Styrene (SBS) Standards: Material shall comply with ASTM D 1970 per Florida Building Code FBC 5th Edition 2014), Chapter 15. Substrate(s): Plywood Deck Design of support is outside the scope of this evaluation) Installation: General Installation Instructions: Product to be applied directly to a clean dry surface. Dust, dirt, oil, grease, moisture, debris and other loose materials or contaminants must be removed prior to application. Check that all nails in deck are not protruding and re -fasten any loose decking panels. Prime Substrate with asphalt base primer. Cut the membrane to appropriate length. Peel back the release sheet, align the membrane and press into place onto roof deck. Apply with selvedge on upward slope. Overlap end laps a minimum of 6". Side laps must be a minimum of 3". Store product in the carton in a dry place until ready to use. Keep product out of direct sunlight. Do not expose to direct sunlight for more than 60 days. Protect membrane from damage during construction. Apply membrane only in fair weather when the air, surface and membrane are at a minimum temperature of: 50' F Installation shall comply with this report, applicable code sections of FBC 5th Edition (2014) (subject to the Limitations and Conditions of Use listed in this Evaluation Report) and manufacturer's installation instructions as a supplemental guide for attachment. FL #: FL 11842.3 R3 Date: 4 / 2 / 15 CSUCK Engineering Report No.: 15-115-W&WS+-ER Page 3 of 5 Specialty Structural Enoneerinq CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The product described herein has demonstrated compliance with: ASTM D 1970-09 — Specification Self -adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roof Underlayment for Ice Dam Protection Standards Equivalency: The ASTM D 1970-01 standard version used to test the product meets the prescribed standards in ASTM D 1970-09 standard version adopted by the Florida Building Code 5th Edition (2014) for use as evaluated in this report. Code Compliance: The products described herein have demonstrated compliance with ASTM D 1970-09 of Florida Building Code 2010. Evaluation Report Scope: This product has been evaluated in) compliance with the building envelope requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Product Limitations and • Deck shall be in compliance with applicable building code. Conditions of Use: • Minimum slope shall be 3:12 or greater. Installation is limited to use with approved roof coverings that are mechanically fastened through the underlayment and is attached to the sheathing or rafters. Not to be applied over EPDM rubber or urethane or urethane composite insulations. General Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under Optional Statewide Approval". Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. Yam. FL #: FL 11842.3 R3 Date: 4 / 2 / 15 Report No.: 15-115-W&WS+-ER Page 4 of 5 Sppclaltj SiTuctural Engineering CBUCK, Inc. Certificate of Authorization #8064 Referenced Data: 1. ASTM D 1970-01 Test By PRI Construction Materials Technologies, Inc. FBC Organization ID# TST 1556) Report No. MFM-036-02-01, Date: 8/21/11 2. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) 3. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) MFM Building Products Corp. Licensee #335 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL M FL 11842.3 R3 Date: 4 / 2 / 15 Report No.: 15-115-W&WS+-ER Page 5 of 5 SpPclalty Structural Engineberinq CaUCK, Inc. Certificate of Authorization #8064 MFM Building Products Corp. Product Illustrations Wind & Water Seal+TM11 MIAMI. MM ID MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/pera Fabral, Inc. 3449 Hempland Rd. . Lancaster, PA. 17601-1317 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Stand `N Seam Panel 24 Ga. Steel Roof Systems LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. fir i NOA No. 11-1006.20 MIAMI•DADE COUNTY Expiration Date: 02/02/17 Approval Date: 02/02/12 Page 1 of 6 ROOFING SYSTEM APPROVAL: Category: Roofing Sub -Category: Metal, Panels (Non -Structural) Material: Steel Deck Type: Wood Maximum Design Pressure -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Stand `N Seam 1 = various TAS 110 Corrosion resistant, AZ50 galvalume steel Panel w = 12"or 16" preformed, standing seam, coated, pre- h = 2-'/2" finished, metal panels. 0.0243" thick Yield Strength: min. 54ksi Trim Pieces 1 = varies w = varies min. 24 ga. Panel Clips 3/4" wide x 3/4"high x 3" long 18 ga. MANUFACTURING LOCATION: 1. Jackson, GA. EVIDENCE SUBMITTED: TAS 110 Standard flashing and trim pieces. Manufactured for each panel width. TAS 11.4 Stainless Steel, or Corrosion resistant, Appendix E galvanized formed, steel clips for metal panel installation. Test Agency Test Identifier Test Name/Report Date Architectural Testing 60561.01-122-18 TAS 125 Jan. 2006 Architectural Testing 60560.02-122-18 TAS 100 Jan. 2006 Valspar Corporation 435B187 ASTM G 23 435A871 ASTM B 117 NOA No. 11-1006.20 MbDADEcouND Expiration Date: 02/02/17 Approval Date: 02/02/12 Page 2 of 6 APPROVED ASSEMBLIES: System A: Stand `N' Seam Metal Roof Panel Deck Type: Wood, Non -insulated Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/ 32" or greater plywood. Slope Range: 2": 12" or greater Maximum Uplift 60psf. (See General Limitation #2) Pressure: Deck Attachment: Deck shall be attached in accordance with applicable Building Code, but in no case shall it be less than 8d ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum 15/ 32") the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 '/4" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Valleys: Valley construction shall be in compliance Roofing Application Standard RAS 133 and with Fabral, Inc.'s current published installation instructions. Metal Panels and Install the "Stand `N' Seam Metal Roof Panels" and accessories in compliance Accessories: with Fabral, Inc.'s current, published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. Panels shall be installed with approved clips (3" long x 3/4" wide x 3/4" tall), attached to substrate with two corrosion resistant #10 screws of sufficient length to penetrate through the sheathing a minimum of 3/16", at a maximum spacing of 24" o.c. and at 3"'from each end. Panels shall be seamed together, forming a 180' seam at the overlap. See Detail Drawings herein. NOA No. 11-1006.20 MIAMI•DADE COUNTY Expiration Date: 02/02/17 Approval Date: 02/02/12 Page 3 of 6 SYSTEM LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. NOA No. 11-1006.20 Expiration Date: 02/02/17 Approval Date: 02/02/12 Page 4 of 6 Panel Clip BEFORE SEAMING PROFILE DRAWINGS 12"&16" STAND `N' SEAM STEEL PANEL Panel Clip AFTER SEAMING NOA No. 11-1006.20 Expiration Date: 02/02/17 Approval Date: 02/02/12 Page 5of6 CLIP SPACING DETAIL 314" 3/4" PANEL CLIP END OF THIS ACCEPTANCE KMIAMI-DADECOUNTYIN FJJMGYAIJ NOA No. 11-1006.20 Expiration Date: 02/02/17 Approval Date: 02/02/12 Page 6 of 6 a) MIAI MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.1!ov/economv GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Mineral Guard Residential Roll Roofing LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0707.10 and consists of pages l through 3 The submitted documentation was reviewed by Gaspar J Rodriguez. QMIAMMI-DADE COUNTY Fn...• M NOA No.: 16-0808.14 Expiration Date: 01/26/22 Approval Date: 09/22/16 Page 1 of 3 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: Asphalt/Fiberglass SCOPE: This acceptance is for GAF Mineral Guard Residential Roll Roofing, as manufactured by GAF, as described in this Notice of Acceptance, for use with approved prepared roof assemblies wherever a ASTM D3909 roof membrane is specified and installed with prescribed approved adhesives, fasteners and fastener densities, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Mineral Guard Residential 39.375" x 32.58' ASTM D 3909 Asphalt coated, glass fiber mat roll roofing surfaced Roll Roofing with mineral granules. MANUFACTURING LOCATION: 1. Savannah, GA EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials GAF-295-02-01 ASTM D3909 03/18/11 Technologies, LLC LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. DAD•JI'A' BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. NOA No.: 16-0808.14 MIAMI•DADE COUNTY Expiration Date: 01/26/22 Approval Date: 09/22/16 Page 2 of 3 LIMITATIONS: 1. 4. 5. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. Mineral Guard Residential Roll Roofing is designed for roofs having a minimum slope of 2:12. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Mineral Guard Residential Roll Roofing shall be installed in strict compliance with applicable Building Codes and Manufacturers' specifications and guidelines. Mineral Guard Residential Roll Roofing may be used with any approved Roof Assembly Notice of Acceptance listing Mineral Guard Residential Roll Roofing as a component part of an assembly in the Notice of Acceptance. If Mineral Guard Residential Roll Roofing is not listed; a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 16-0808.14 ruaM•aoe couNrr Expiration Date: 01/26/22 Approval Date: 09/22/16 Page 3 of 3 Ar a MF DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Johns Manville Corporation 717 17`h Street Denver, CO 80202 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: MBR Cold Application Adhesive LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08-0214.04 and consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY NOA No.: 12-1127.01 Expiration Date: 02/06/18 Approval Date: 01/31/13 Page 1 of 3 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Cements -Adhesives -Coatings Materials: Asphalt SCOPE: This approves MBR Cold Application Adhesive, as described in this Notice of Acceptance. The use of this acceptance is limited to those roof assemblies where this product or an approved ASTM D3019 generic adhesive is specified. EVIDENCE SUBMITTED Test Agency Test Identii;er Test Name/Report Date Underwriters Laboratories, Inc. 88NK 19721 UL 790 02/06/89 Momentum Technologies, Inc. EX241721) ASTM D-3019 08/05/02 PRI Construction Materials Technologies, LLC EATC-008-02-01 ASTM D-3019 09/16/11 MANUFACTURING LOCATION 1. Kansas City, KS PHYSICAL PROPERTIES OF COMPONENTS Trade Name: MBR Cold Application Adhesive Thickness: See Systems Approvals Below. Specifications: 'ASTM D 3019 Type III Description: A brush, squeegee or spray grade modified asphalt adhesive for use in adhering sand or talc -backed APP and SBS modified bitumen roofing membranes. Apply evenly at a rate of 1.5-2 gal/100 sq. ft. Application over porous substrates, increase application rates to 3-4 gal/100 sq. ft. Note: Not for use with APP modified bitumen membranes or membranes having a plastic or polyethylene backing. Container Size: 5, 55 or 350 gallons returnable tote tanks. Note cautions on container label. Systems Approvals: Methods of application and quantities shall comply specific Roof Assembly, Product Control Notice of Acceptance. NOA No.: 12-1127.01 Expiration Date: 02/06/18 Approval Date: 0.1/31/13 Page 2 of 3 LIMITATIONS Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire rating of this product. Johns Manville Corporation products shall not be applied in inclement weather conditions. 3. The products listed herein are components of roof assemblies and are approved for use with roof assemblies that list any of the products listed herein as part of their roof assemblies Notice of Acceptance. All products listed herein shall have an unannounce follow-up quality control program from an approved listing agency. Follow up test results shall be made available to Miami -Dade Product Control upon request. All approved products listed herein shall be labeled in compliance with TAS 121 and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 6. Change in materials, use, or manufacture of any of the products listed herein shall be cause for termination of this Notice of Acceptance. Johns Manville Corporation products shall be applied in accordance with manufacturer's published application instructions. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 12-1127.01 Expiration Date: 02/06/18 Approval Date: 01/31/13 Page 3 of 3 Revision Response to Comments Permit # 0- V City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Z n - 1 Project Address: Avc Etu c, 2kContact. r-w L1 a Ph: y 2 2i Z Fax: 1 Z (9 Email: ln%`,v tv i l Cl @ C PL,. 0-, LCN- - Trades encompassed in revision: Building Plumbing Electrical Mechanical E]—L-ife Safety Waste Water General description of revision: tiuP S Nvl-G CG' Ngxtl ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building Sr - 5D • (-7 Revision Response to Comments 0 Permit # l LZ V IKS BUG 2 9 2017 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date - z n J Project 'Address: E, Lb) L) TT Contact Ph: 0 7 -Z, COT- Fax: 0-7 2 (P -Z, Email: c C-U- (r, Trades encompassed in revision:, General description of revision: Building Plumbing Electrical Mechanical 0 tj i l l (2e El—L-ifeSafety 11 Waste Water ROUTING INFORMATION Department Approvals D Utilities El Waste Water Planning Engineering Fire Prevention D Building Sr L 3D. (-7 Revision Response to Comments Permit # City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date , .Z J (% Project Address: `( 16 Contact: C-eRtJ ALL--- Ph: q07- 02 - q 2 I`6- Fax: Email: 140Q 4 c, Cci-, Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: G St ae -V a" r reC t e e(S ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building S AMt Sc t e z SAOCI- S 2 L oTL%- Se -A",) F- tgo i4Ab2 SS .cc S 2 2tr c: s X " 4 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 Application Number: 16-2988 Project Description: New SFR - Revision Job Address: 416 Elliott Ave PLAN REVIEW COMMENTS Date: 03/6/17 Contact Name: Corey Rerucha Contact Email: coreyrerucha(a)gmail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. 2nd PLAN REVIEW COMMENTS: ORIGINAL COMMENT 1. Revisions to details on the plans needs to be submitted on the same size as the permitted plans. The specific detail on the page needs to be revised. Two copies are required to be submitted. FBC 107.4 2ND REVIEW COMMENT The original comment stated that the specific detail on the page needs to be revised. The revision was simply placed on a large piece of paper, not addressing the original detail on the approved plans. In order to comply, the following plan pages and details need to be revised and formally submitted: Sheet A-8: "Section @ Great Room" Detail revising the lintel and framing of the opening. The same scale must be used: 1/2" per foot Sheet S-2 Lintel Schedule page must be revised to change any headers from precast to power steel. Also the note on Sheet S2 needs to be revised to reflect the lintel and framing over the sliding door at the Great Room ("8x24 formed & poured lintel") To be perfectly clear, when re -submitting the revision, there should be (2) two copies of the original plan page A-8 and plan page S-2 that include all applicable revisions — clouded for clarification. A submittal without plan pages A-8 and S-2 will not be accepted. FBC 107.4 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner Revision City of Sanford Response to Comments 0 H ECEI Building & Fire Prevention Division FEB 2 2 2017 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Z cl Submittal Date 2 2 2L7 Project Address: Contact: C:, re- - Ph: C 7- rZ ' ('I 5 Fax: Email: CO f-,-! Trades encompassed in revision: 13 Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building 9µM WI—S 9 - 0-7 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-2988 Date: 02/27/17 Project Description: New SFR - Revision Contact Name: Corey Rerucha Job Address: 416 Elliott Ave Contact Email: coreyrerucha(a,gmail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.cov. Provide two copies of affected plan sheets and/or supplemental information as requester! Permit submittals will not be accepted without two copies. COMMENTS: 1. Revisions to details on the plans needs to be submitted on the same size as the permitted plans. The specific detail on the page needs to be revised. Two copies are required to be submitted. FBC 107.4 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner REQUIRED INSPECTION SEQUENCE BP# 16-2988 Address: 416 Elliott Ave BUILDING PERMIT Min Max Inspection Description 10 Foundation / Form Board Survey 10 Slab / Mono Slab Prepour 20 Lintel 30 Sheathing — Walls 30 Sheathing — Roof 40 60 Metal Lathe 40 Framing 50 Insulation Rough In 50 1000 Final Stucco/Siding 60 Drywall 60 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBINGr PERMIT = Min Max Ins ection Description 10 Plumbing Underground 10 1000 Plumbing Sewer 20 Plumbing Tub Set 1000 Plumbing Final MECHANICAL, PERM^IT; . ram. Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Min Max Inspection Description- 10 Roof Dry In / In Progress 1000 Final Roof REVISED: June 2014 A r gib)-,- a 0 cJyqr4 After recording please return to: SUNTRUST MOR. TGAGE ZINC.__ 1745 NORTH BROWN RD., STE 300 LAWRENCEVILLE, GA 30043 This document prepared by: Carolyn Swistek 1745 NORTH BROWN 1. RD., STE 300 LAWRENCEVILLE, GA 30043 RE(,""10F',ZDE-[D ELECTRONICALLY FirJeld y Nlaik.mal 11itle Of F Offte 407...:' 75-9080 REO,t',laitlanc,i -f f.com Space Above This Line For Recording Data/ Permit No. Tax Folio No. Originator Company: SUNTRUST MORTGAGE, INC., NMLS ID: 2915 Originator Name: I I , NMLS ID: FLORIDA NOTICE OF COMMENCEMENT THE STATE OF FLORIDA E COUNTY OF Seminole } THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property and, in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of the property: Owner(s) telephone: (407)617-2121 Owner(s) interest in the property 7Fee simple Leasehold other Florida Notice of Commencement Closing The Compliance Source, Inc. Page 1 of 4 07005FL 10101 Rev. 08/07 www.compliancesource.com 02001, The Compliance Source, Inc. W 6. 7 8. 9 D] M Amount of bond: $' (copy attached) Surety's telephone:,._ Fax number:. ."` - ("optional, if service by fax is acceptable") Lender's name: SUNTRUST MORTGAGE, INC. Lender's address:1745 North Brown Road, Suite 300, Lawrenceville, GA 30043 Lender's telephone 678 258-6733 Fax number: if service ("optional, by fax is acceptable') Names and addresses of persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided in Section 713.13(1)(a)(7), Florida Statutes: Telephone number:' Fax number: optional, if service by fax is acceptable") In addition to himself or herself, Owner designates SUNTRUST MORTGAGE, INC. of Richmond, VA to receive a copy of the Lender's Notice as provided in Section 713.13(1)(b), Florida Statutes. Telephone number: (866) 865-4750 Fax number: optional, if service by fax is acceptable") Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified): Florida Notice of Commencement Closing The Compliance Source, Inc. Page 2 of 4 07005FL 10/01 Rev. 08/07 www.compliancesource.com 02001, The Compliance Source, Inc. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF CON IMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 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. Mark Sokolowski ( Owner)(Date) Owner ate) Kary-n&kolowski Owner)(Date) (Owner)(Date) ACKNOWLEDGMENT State of Florida County of § Seminole The foregoing instrument was acknowledged before me this' [date] by name z IkZ[djjjAWho is personally known to me or who has produced type of identification] as identification. Signature of Person Taking Acknowledgment MY COMMISSION # FF 061223 Name Typed, Printed or Stamped EXPIRES: October 10, 2017 Banded 1'hru Notary Public Unjerw6tc.,s Title or Rank Serial Number, if any Verification on Following Pagel Florida Notice of Commencement Closing The Compliance Source, Inc. Page 3 of 4 07005FL 10/01 Rev. 08/07 www.compliancesource.com 02001, The Compliance Source, Inc. Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above Signature of Natural Person Signing Above Signature of Natural Person Signing Above Signature of Natural Person Signing Above Florida Notice of Commencement Closing The Compliance Source, Inc. Page 4 of 4 07005FL 10/01 Rev. 08/07 www.compliancesource.com 02001, The Compliance Source, Inc. After recording please return to: SUNTRUST MQRTGAGE. IN.C.... 1745 NORTH BROWN RD., STE 300 LAWRENCEVILLE, GA 30043 This document prepared by: Carolyn Swistek 1745 NORTH BROWN RD, STE 300 LAWRENCEVILLE, GA 30043 Space Above This Line For Recording Data? Permit No. Tax Folio No. Originator Company: SUNTRUST MORTGAGE, INC., NMLS ID: 2915 Originator Name: , NMLS ID: THE STATE OF FLORIDA COUNTY OF Seminole } THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property and, in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of the property: street address of property: .416 ELLIOTT AVE Sanford' FL 32771 General description of improvement: new Construction Of single family dwelling Owner(s) name: Mark and Karyn Sokolowski Owner(s) Address: 423 Sheoah Blvd, Unit 16, Winter Springs, FL 32708 Owner(s) telephone: (407)617-2121 Owner(s) interest in the property W]Fee simple Leasehold other Florida Notice of Commencement The Compliance Source, Inc. www.compliancesearce.com Page 1 of 4 Closing 07005FL 10/01 Rev. 08/07 02001, The Compliance Source, Inc. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2016133401 BK 8831 Pgs 0977 - 980: (4pgs) E-RECORDED 12/27/2016 10:38:24 AM