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WS-16-6 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-250332 Permit Number: WS-1-16-6 Scheduled Inspection Date: February 09, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ZELINSKI,JOHN Work Classification: Window/Door Replacement Job Address:33 NE 93 Street Miami Shores, FL 33138- Phone Number (786)515-5716 Parcel Number 1132060130380 Project: <NONE> Contractor: ALLPHASE CONSTRUCTION OF SOUTH FLORIDA INC Phone: (561)702-5527 Building Department Comments REPLACING 4 WINDOWS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed ZM Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 08,2016 For Inspections please call: (305)762-4949 Page 15 of 31 Cl 3 Permit NO. WS-1-16-6 =6 Miami Shores Village Po mit Type.WindowslShulfteirs a arm 10050 N.E.2nd Avenue NE t C1esslfiCa fC?r;Wndowr/Door Repia+cem Miami Shores,FL 33138-0000 i �t 8ftas:;APPROVED Ex Phone: (305)795-2204 fi`onmA iration: .07/03/201 Issue Dow: 115/2016 p� Project Address Parcel Number Applicant 33 NE 93 Street 1132060130380 Miami Shores, FL 33138- Block: Lot: JOHN ZELINSKI Owner Information Address Phone Cell JOHN ZELINSKI 33 NE 93 Street (786)515-5716 MIAMI SHORES FL 33132- 33 NE 93 Street MIAMI SHORES FL 33132- Contractor(s) Phone Cell Phone Valuation: $ 6,212.00 ALLPHASE CONSTRUCTION OF SOU' (561)702-5527 (877)680-7663 Total Sq Feet: 106 Type of Work:REPLACING 4 WINDOWS WITH IMPACT Available Inspections: No of Openings:4 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# WS-1-16-58222 DBPR Fee $2.10 01/05/2016 Check#:11557 $ 167.40 $0.00 DCA Fee $2.10 Education Surcharge $1.40 Permit Fee $140.00 Scanning Fee $12.00 Technology Fee $5.60 Total: $167.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIVIT: I rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zom re, uthorize the above-named contractor to do the work stated. January 05, 2016 Authorized Signar er / Applicant / Contractor / Agent Date Building Departr6ent Copy January 05,2016 1 JAN 0 G W5 Miami Shores Village BY: Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20J BUILDING Master Permit No. & — 6 PERMIT APPLICATION Sub Permit No. BUILDING ❑ELECTRIC ❑ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL []PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: _ Miami Shores County.- Miami Dade Zip f Folio/Parcel#://"5;-496- 01 S-42 Is the Building Historically Designated:Yes NO j,,"'_ Occupancy Type: Load: Construction Type:// Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titl Ider): �L% / Phone#:,3 Address:.) City: !e` �� Y�,y6. State: Zip:-13 Tenant/Lessee Name: Phone#: Email: ,r CONTRACTOR:Company Name:Azll-�X' wf,n;,tycT�63,� Address: 7-0:24-7 12-/ ba" ';)P- City: BC1-4 90--.0A)A) State: Zip:__�J3' Qualifier Name: c ffjq-(S Phone#: State Certification or Registration#: C1C ils q s" Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#. Address: City: State: Zip: Value of Work for this Permit:$ Z ]Z Square/Unear Footage of Work: —� Type of Work: ❑ Addition Iterati fir' ❑ New Repair/Re lace p ❑ Description of Work:_ W ' (WJ2- - " 'U Demolition Spe'cify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ GO/C£$- ScanningTee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) t 0 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, PdOL51' FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7)days after the building permit Is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 0 Co'c—:— Signature - Signatur OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledr405 me this day of 0 I��bZ t' 20 )' by i s", day of ()C-`�bZil .by In 1 a I i n L: who is personally known to ri s -P-D t- who is personally know W me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBO NOTARY PUBLIC: Sign: a Sign: e�— Print: q— er d Print: ��Y Seal: .AR+ t'';A�OpPlans Seal: _;�E e'r JOY GERACI 794MYCC}'iMISSION p}�4gEXPIRES J794 une 30,201 Mn APPROVED BYans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 9 Y AIIPhase Construction of S FI,Inc. "3 20797 Del Luna Dr Boca Raton,FL 33433 Phone: (877)-680-ROOF(7663) INVOICE# ® A S T R U s= T I � rA CGC 1513495 CCC 1328065 DATE: c Proposal Submitted To Job Location if Different John Zelinsi i 33 NE 93i°Street Miami Shores F133138 SALESPERSON P.O. NUMBER REQUISITIONER SHIPPED VIA F.O.B.POINT TERMS Alan Nathan ABC Supply YGRENE Job Specifications— Replacement Windows and Doors/Insulation DESCRIPTION of Work 1. Remove all Security bars from windows and stucco holes. (Paint not included). 2. Blow in insulation into the attic 8"-10"thickness for an average R25-R30 Value. 3.Install Therma Tru Front Enhance Door 37 x 80.5. Model#FCM1651 ori 4. Install 2 Single Hung 46 x 34.25 Impact Windows in garage.mer Obscure 5. Install solid Impact Door in Garage 32 x 79. —�— Window and door installations Include outside stucco finish within 4 Inches of window frames and interior finish If needed. Installers do not paint. Permit fees included. We propose to furnish materials and labor in accordance with above specifications for the sum of. $ 12,737.00 Terms of payment:Ygrene to pay at completion of job. THREE DAY RIGHT OF RESCISSION THIS WRITTEN AGREEMENT HEREBY SERVES AS NOTICE THAT I MAY CANCEL THIS AGREEMENT AT ANY TATE PRIOR TO hHDNIGHT OFTHE THHtD BUSINESS DAY AFTERTHE DATE OFTHISPROYOSAL AFTER THE THIRD BUSINESS DAY THIS IS A BINDING LEGAL CONTRACT. Acceptance of Proposal The above prices,specifications and Conditions are satisfactory and are hereby Accepted. You are authorized to complete the Work as specified. Payment will be made as Customer Signature Outlined above. Building owner will supply water and power. Salesperson Signature Date: TERMINATION RIGHTS.This Agreement shall not be terminated except as expressly provided herein.Customer shall have the right to terminate this Agreement within 3 business days or only if Customer's Insurance Company denies Customer's claim for construction repair or replacement on the above referenced property if this is an Insurance Restoration project.Customer shall be responsible for payment of any deductible to Insurance Company or work already performed AllPhase Construction of S FI shall have the right to terminate this Agreement in its sole discretion.If this is an Insurance Restoration project, once hmnar=approval is received,customer authorizes company to commence work and agrees to the terms and conditions contained herein and on the reverse.If no insurance is involved please see section 16 on reverse. ***THIS AGREEMENT COMES WITH THE MANUFACTURERS WARRANTY AND THE COMPANY GIVES AN ADDITIONAL TWO YEAR WORKMANSHIP WARRANTY. � t STANDARDS FOR AGREEMENT THISAGREEMENT AND ANYAGREEMENT PURSUANT HERETOISBETWEEN ALL PHASE CONSTRUCTION OFSOUTH FLORIDAINC. HEREN AFTER REFERRED TOAS 'COMPANY"AND THE CUSTOMERS)NAMED HEREIN ON THE REVERSE SIDEAND WILL BE SUBJECTTO ALLAPPROPRIATE LAWS,REGULATIONS AND ORDINANCES OF THE STATE OF FLORIDA THE LOCAL JURISDICTION AND THE FOLLOWING TERMS AND CONDITIONS. 1. THIS AGREEMENT IS SUBJECT TO THE APPROVAL OF A MANAGER OF THE COMPANY FOR THIS AGREEMENT TO BE EFFECTIVE UNDER ANY CONDITIONS. MANAGERS APPROVAL SHALL BE DEEMED GIVEN IN THE EVENT CUSTOMER IS NOT NOTIFIED WITHIN 72 HOURS OF THE CONTRACT. 2. COMPANY IS ENTITLED TO RECEIVE PAYMENT FOR THE COST OF THE CONSTRUCTION WORK,FOR ANY CHANGE IN THE WORK AUTHORIZED OR DIRECTED BY YOU,PLUS A REASONABLE AMOUNT FOR OVERHEAD AND PROFIT EVEN IF YOU DO NOT SIGN A WRITTEN CHANGE WORK ORDER 3. 'FULL AMOUNT OF AGREEMENT" SHALL BE DEFINED AS THE FULL PRICE FOR REPAIRS IN THE SCOPE OF WORK INCLUDING ANY CHANGE ORDERS. 4. COMPANY IS ENTITLED TO RECEIVE ALL ADDITIONAL PAYMENTS FOR CHANGE ORDERS ALLOWED BY CUSTOMER TO INCLUDE OVERHEAD AND PROFIT. 5. COMPANY HAS THE RIGHT TO OBTAIN ADDITIONAL COMPENSATION FROM HOMEOWNER IN THE EVENT THE COSI' OF MATERIAL AND LABOR INCREASES OVER FIVE PERCENT(5%)FROM T H E DATE OF THE SIGNED AGREEMENT. IF COMPANY IS ENTITLED TO RECEIVE ADDITIONAL COMPENSATION, IT SHALL BE PAID DIRECTLY TO COMPANY BY THE HOME OWNER. 6. COMPANY SHALL NOT BE LIABLE FOR ANY DAMAGE,FAILURE OR DELAY IN THE PERFORMANCE OF THIS AGREEMENT TO THE EXTENT SAID DAMAGE, FAIURE OR DELAY ARE CAUSED BY CUSTOMER OR BY CAUSES BEYOND THE REASONABLE CONTROL OF COMPANY, INCLUDING,WITHOUT LIMITATION, ACTS OF TERRORISM,ACTS OF GOD,RAIN,FIRE,TORNADO,WINDSTORM,HURRICANES AND/OR ANY PERILS NORMALLY CONTEMPLATED TO BE COVERED BY HOMEOWNERS INSURANCE OR BUSINESS RISK INSURANCE, UNLESS OTHERWISE SPECIFIED IN A WRITTEN AGREEMENT SIGNED BY COMPANY PRIOR TO COMMENCEMENT OF WORK. 7. COMPANY HAS THE RIGHT TO STOP WORK WITHOUT FIRST GIVING NOTICE TO CUSTOMER,IF ANY PAYMENT REQUIRED BY THIS AGREEMENT IS NOT MADE BY ITS DUE-DATE. COMPANY SHALL NOT BE REQUIRED TO START WORK AGAIN UNTIL THE REQUIRED PAYMENT(S)HAVE BEEN MADE. CUSTOMER AGREES TO PAY ANY REASONABLE ATTORNEYS'FEES AND COST INCURRED BY COMPANY IN THE ENFORCEMENT OF ANY PART OF THIS AGREEMENT.IF COMPANY FILES A CONSTRUCTION LIEN AGAINST THE PROPERTY, CUSTOMER SHALL PAY THE COSTS AND ATTORNEYS' FEES ASSOCIATED THEREWITH, INCLUDING PREPARING, SERVING, AND FILING THE CONSTRUCTION LIEN,ANY PAYMENT REQUIRED BY THIS AGREEMENT NOT MADE BY ITS DUE DATE SHALL ACCRUE INTEREST ON THE UNPAID BALANCE AT THE GREATER OF(A)EIGHTEEN PERCENT(18%)PER ANNUM OR(B)THE MAXIMUM LAWFUL RATE 8. ALL PAYMENTS SHALL BE MADE UPON THE FOLLOWING TERMS.NET CASH ON OR BEFORE THE TENTH(LOTH)DAY FOLLOWING THE COMPLETION OF WORK PAYABLE TO COMPANY.IF THE WORK IS OF SUCH NATURE THAT IT WILL EXCEED ONE CALENDER MONTH,PARTIAL PAYMENTS SHALL BE MADE ON THE TENTH (10TH) OF EACH CALAENDER MONTH, BASED ON THE WORK COMPLETED AND MATERIAL ON THE JOB AS OF THE LAST DAY OF THE PROCEEDING MONTH AS EVEDINCED BY A STATEMENT FROM COMPANY. IF CUSTOMER REQUIRES AN INSPECTION THEN THE MAXIMUM ALLOWABLE HOLDBACK SHALL BE FIVE PERCENT(5%)FOR A MAXIMUM OF THIRTY(30)DAYS FROM COMPLETION. 9. THIS AGREEMENT CONSTITUTES THE ENTIRE AGREEMENT BETWEEN THE PARTIES RESPECTING ALL MATTERS SET FORTH HEREIN AND SUPERCEDES ALL PRIOR REPRESENTATIONS,STATEMENTS,OR OTHER COMMUNICATIONS(WRITTEN OR ORAL)NOT SET FORTH HEREIN. 10. THIS AGREEMENT WILL BE GOVERNED BY,CONSTRUED AND ENFORCED IN ACCORDANCE WITH THE LAWS OF THE STATE OF FLORIDA.EACH PARTY HERETO AGREES TO SUBMIT TO THE PERSONAL JURISDICTION AND VENUE OF THE STATE COURTS LOCATED IN PALM BEACH COUNTY, FLORIDA FOR A RESOLUTION OF ALL DISPUTES ARISING IN CONNECTION WITH THE INTERPRETATION, CONSTRUCTION AND/OR ENFORCEMENT OFTHIS AGREEMENT. 11. DISCOVERY AND REPLACEMENT OF DETERIORATED DECKING, OR FASCIA BOARDS, ROOF JACKS, VENTILATORS, FLASHINGS OR OTHER MATERIALS,UNLESS OTHERWISE STATED IN THIS AGREEMENT;ARE NOT INCLUDED AND WILL BE CHARGED AS AN EXTRA ON A TIME AND MATERIAL BASIS. 12. COMPANY WILL NOT BE RESPONSIBLE FOR THE SLIGHT SCRATCHING OR DENTING OF GUTTERS,OIL DROPLETS IN DRIVEWAYS,CRACKS IN CONCRETE DRIVEWAYS OF MORE THAN 1/8,DEPRESSIONS IN ASPHALT DRIVEWAYS OF MORE THAN 1/8",OR DAMAGE TO PLANTS OR SHRUBBERY.IF EXCESSIVE DAMAGE IS CAUSED BY COMPANY,COMPANY WILL REPAIR DAMAGED AREA ONLY AT COMPANY S EXPENSE. 13. COMPANY IS NOT RESPONSIBLE FOR PRE-EXISTING CONSTRUCTION DEFECIENCIES THAT MANIFEST THEMSELVES DURING THE CONSTRUCTION PROCESS,IE.,•NAH,POPS, WOODROT, DECKING DEFLECTION, SETTLED RAFTERS, ETC. IF A CONSTRUCTION PROBLEM IS POINTED OUT BY CUSTOMER PRIOR TO CONSTRUCTION AND COMPANY IS NOTIFIED IN WRITING, COMPANY WILL ATTEMPT TO ASSIST CUSTOMER TO CORRECT THE PROBLEM(S)ON A TIME AND MATERIAL BASIS. 14. COMPANY IS NOT RESPONSIBLE FOR WATER DAMAGE OR ANY OTHER DAMAGE ON OR BELOW THE ROOF LINE DUE TO LEAKS BY WIND DRIVEN OR HAIL DURING THE PERIOD OF THE WARRANTY. EXCESSIVE WINDS MEANS SIXTY(60)M.P.H OR GREATER. 15. IF MATERIAL HAS TO BE REORDERED OR RESTOCKED BECAUSE OF A BREACH OR CANCELLATION OF THIS AGREEMENT BY THE CUSTOMER,THERE WILL BE A RESTOCKING FEE EQUAL TO TWENTY-PERCENT(20%)OFTHE TOTAL AGREEMENT AMOUNT. 16. THE PARTIES ACKNOWLEDGE AND AGREE THAT UPON EXECUTION OF THIS AGREEMENT, COMPANY WILL INCUR COSTS AND EXPENSES INCLUDING,BUT NOT LIMITED TO,LIMITED EFFORT AND LOST BUSINESS OPPORTUNITIES,WHICH ARE DIFFICULT OR IMPOSSIBLE TO CALCULATE AND,IN THE EVENT CUSTOMER TERMINATES THIS AGREEMENT (EXCEPT AS OTHERWISE EXPRESSELY PROVIDED HEREIn IN LIEU OF ACTUAL DAMAGES,CUSTOMER AGREES TO PAY TO COMPANY THE GREATER OF TWENTY FIVE-PERCENT(25%)OF(a)THE TOTAL AGREEMENT AMOUNT OR(b) THE FULL AMOUNT OF INSURANCE PROCEEDS IF THIS CONTRACT IS EXECUTED FOR INSURANCE RESTORATION PURPOSESINCLUDING OVERHEAD AND PROFIT,AS LIQUIDATED DAMAGES,AND NOT AS A PENALTY,AND COMPANY AGREES TO ACCEPT SUCH AS A REASONABLE AND JUST COMPENSATION FOR SUCH TERMINATION. 17. THIS AGREEMENT AND THE WARRANTY PROVIDED HEREUNDER SHALL NOT BE ASSIGNED EXCEPT BY OR WITH THE WRITTEN CONSENT OF THE COMPANY. 18. IF THIS IS A ROOF JOB THEN DURING THE DURATION OF THE WORK, CUSTOMER'S HOMEOWNERS INSURANCE WILL BE RESPONSIBLE FOR ANY INTERIOR DAMAGE AS LONG AS COMPANY HAS TAKEN APPROPRIATE ACTION TO PROTECT THE ROOF,WITHIN A REASONABLE TIME,DURING THE REPAIR OF THEROOF. 19. RISK OFLOSS FOR WORK AND MATERIAL INSTALLED ON THE CONTRACTED PROPERTY IS THE RESPONSIBILITY OF CUSTOMER. 20. IF ANY PROVISIONS OF THIS AGREEMENT SHOULD BE HELD TO BE INVALID OR UNENFORCEABLE THE VALIDITY AND ENFORCEABILITY OF THE REMAINING PROVISIONS OFTHIS AGREEMENT SHALLNOT BE AFFECTED THEREBY. 21. COMPANY S LABOR AND WORKMANSHIP WARRANTY IS FOR ONE(I)YEAR FROM THE DATE OF COMPLETION OF THE PROJECT. COMPLETION DATE WILL BE DEFINED AS THE DATE FINAL INSPECTION HAS BEEN PASSED BY BUILDING DEPARTMENT. IMPORTANT INFORMATION FOR YOUR PROTECTION PROTECT YOURSELF. —RECOGNIZE that a Notice to Owner may result in a lice against your properly unless all those supplying a Notice to Owner have been paid. —LEARN more about the Construction Lice Law,Chapter 713,Part 4 Florida Statutes,and the meaning of this notice by contacting an attorney or the Florida Department of Business and Professional Regulation. 12/2912015 09:46 9547339687 PAGE 01103 .. ,:•.:••..,s:,:u:• •i,r0i:::,s u;,•:S:t•:.•_ ...... ................ _ •, •,`�..' :,i It'1:::1:: .�. 'i illi '..t , 1.1,{I}.,tilt,{,'i` Y•.I! 4. l'i _... ... .,.3`Y l 'iL:,ti• '.:t:ty I „It' N I{:., !�I. r 11. .!.Il L.1 1 r.! - __- .Ir ;:N!` a.,,,ti ,F•L• C1N !:m,.>fir Li 3, S,rad,.. •.i :�ilti^ ,.�. ,:3131 � n, !j':It �!S i•1:- 'ii�!'i: It na ! ,_IfS': t .IPS' n'u't 'Y. 'i r•!. 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' ^�WWYdVd7 �d0'�Na'aR s'.4 oAv°0'W PMt Hnmi.gR:'AIN.Fn ' �..•t'�6W „C'i.Y MK,P M y � '0 R •q{0 P>N1Ntq'1Tit.,.i1rt1, �¢��tH, .µ{� jH! ��,jp��.$,N}a'JJ ,�Itf�.,Iy' �4q{,'y:yq •_I➢`$ {y��y ::R`o.A .IO 1 , ! .� �•fin,... '� , l w, :MOOlipsajoyMINOP Ztof NO SWO ., •�oma�6Bt- �—�..�� • " Dr=PARTmrzN "OF BUSINESSAND PROFESSIONAL REGULATION � CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET (860) 4.87-1395 TALLAHASSEE FL 32399-0783 POROSKY,CHRISTOPHER R ALLPHASE CONSTRUc-nON OF 5®E1Tt� FLORIDA 44C DEL LONA DRIVP BOC!4 RATON FL 33443 Congratulations! %kh this license you become One one r»fllson FldrirJian licensed n of Hearty s: ": •:!:"':';:.;iii;;;;, :,z;ca ;,.. s censed by the Depa'rtrnettt of Business and Ptofessional RegulaVon. our professionals and businesses range from at^hite'cis to yacht brokers,from boxers 10 barbeque STATE OP PLORIDA rastaursrrts,and they keep Florida! aconomy strong. DEPARTMEN`�:OE 13tJSINESS AND ,� 11!;very day we work to irr: r PROFES 38 L GULATiON io serve P oesefitevuawe tia business an order CGC151349 , Y� flat, For s'nforartalian a a►t our services, 5: :�iU -"`1.tJl12/�015 tog onto wwwi nyo i'klailmse.coirrp, Tty please ,::;'; ! g rrration ere you CEI�TiFlt3 i' :! in For about Our ehd X71 find more YOU,subscribe to depti trwnt nev&lee tem aur learn more abut i'OF2�Si�Y,Ct � �� :�F�7 th ; e Dvanment's inftladve 8 about t4::'" s. A Pi Siw GUnsl' f�" :`•' (JTH FLO Mr mission at the Fain mi nt is:License Efiiciandy,Regulate :`' '.' ;-; t lti"l y constantly strive to serve you beiter go that you can serve Your customers. Thank for doing bilainess in Flcsrida, t5 CERTIFIED dlrFdBr 4i46'prcvisions of Ch.g89 FS, .i and con rata our l rcar►se. �trOE'13 On g.pw�ifetc Cmfc• AUGAUQ 51,2a�g c!',::n.,n.; •. ,,.:•,i...::,,.,•._ 75101'2 DETACH HERE RICK SCOTT,13OVERNOf2 IGEN LAWSON,SECRETARY STATE OF FLORIDA [DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION COiVS�tICTIC,N IN��ISTI�Y L8CEN3ING BOARD CGC1513495 � The GENERAL CONTRACTOR Named below IS CERTIFIED Under the Pravisidns'nf Chapter x:59 FS. . Exptra t li date: AUG 31,'2016 POROSKY, CHRISTC�I�tIE R ALLPHASE CONSTHW. l 20��7t'�i7 -ELLUNA- r£ a i " ® F t3 tibAe:NC •• ' ,CA-RAT0N, ........ : 'i•::••" ]�. . '>._5:'ihL'w._R!ti�ti}. •';`. s�A; sftfa�R$°;Rai ,('+,:� ':!��'�:.. Bic:�,', h,:''>,,• 8aai�9 ......,•n?yr6ls•..:' "':,: -'aj4 ,.,qe.,<.``' •..:cysx .uis'�'•`,•'•• :�`,,,�'ti s`"'4:c 'rw ,. �mlis'a�.1.E.._,s• y, a, .'!•1is's' "r�� 'c1�,:a lSst3Ei3; 10Jizr202e DISPLAYAS REQUIRED 9Y LAW . SE® 051072000D482 60/30 39Vd L896EELb56 9b:60 5107,/67,/7,1 a�cr*511°i`UT104,4r TAX,0aLa�oFA P-0-WWWX53,Wiest Palm Seeah,=L 13402� —LOCATED ATA° ffr,�,,.,,�w Falivc,B. Diex,com T'W:067)Sb&�=64 R8 �.k L''UAAty 207'97 DSL LLINA DR • tv9��_,��xt, t>'rtrER BOCA RA7pfy.,FL 3,333 TrP�oP r>tm`hv653 E!0 GENIAL Calvi AcTaR POROSKY cugrnPfimt wcy�p AECOFr&DAME PAID ARPAlp �Cit9t3s9g U BILL g This documerA iv Valid Ori Wiianr t6�25U8.rCc tlS 53n5iD 8aor337e8 iY recetpt�by ttta T'2x Go�ect»r's aikfas. SATE OF FLORIDA PALM BEACH COUNTy 201612016 LOCAL 13USlNESS TAX RECEIPT T ALLPt-IASI�'COVSTRLUCTJi7N C)F SOt1T'rg FLORIDA INC ALL'PHASB CONSTRUCMN OF SOUTH FLORIDA JMC �� 11�t9B6il�?+�s; �(��$��"� ' 24797 DEL LUNA 0R txPIRE:S; SF-PT=MBF-R 30,201C, BOCA RA i OIC,FL 33433 Foils isli rp js!ji 111A Xill a TM Ma*!pt grahts the Privilege of engaging in or managing any business profession or cccupation IvPhm its JUrisdidion acrd jd1UST be conspirw.rc* fttsyed at the Place of bus&ioss iM7;n such a manager as to be open to jrL.vievt of 77pe public. E0/E0 39Vd L89SEELVSG 9b:60 5TOZ/6Z/ZT CERTIFICATE OF LIABILITY INSURANCEDATE(MMUDa1vYYY) 11212912018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW- THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BE,TWEEN•THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.. IMPORTANT, It the certificate holder is an ADDITIONAL INSURED,the policy(tes)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an andorsomen. A statement on this certificate does not confer rights to the certificate holder In lieu of such endursament(s). POODUCER AX c0t�cTScott Schoen Warren insurance Corporation PHONE laic.He, 569 362.0005 F . 561f 362-)'005 960 Peninsula Corte Circle ESL sco rrenioa.com Suita 1012 INSURE RDING C GE NAIC9 Boca Raton FL 33487IN :Western WoOd Insurance.Co. 13196 INSURED 8: Allphass Construction of South Florida,Inc. INSURFA C? 20797 Del Luna Drive R6 Boca Ratan,FL 33433 E. INSU COVERAGES CERTIFICATE NUMBER: REVISION NUMBER., THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED-TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWrTHSTANDING ANY REOUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN I$SUBJECT TO ALL TfdE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INBRTYPE OF INSURANCE ADDL PO DY NUMBER mom Impmommi, LWITS X commERCIAL GENERAL LABILITYPACH O 1 RRCNC41,000,000 A CLAIMS-MADE �OCCUR I DAMAGE TO RENTEDnrml §100,0 0 Y NPP8195652 10121/2015 10/2112016 MED E&(Any one rwni s5.000 PERSONAL c ADV INJURY '71.000,000 GENLAGGREGATE LIMITAPPUES PER: AGGRF ATE $2 ORO O00 POLICY FX7 SECT F7 40C I PRODUCTS- OMPIOP As2,000,000 OTHER: s AUTOM013 LE LIABILITY COMBINED SINGLE UAAIT S ANY AUTO BODILY INJURY(Per perwn) S ALL OWNED SCHED ED SCHEDULED 1 BODILY INJURY(Peracddent) S NAUTOUTOS ED I PROPERTY DAMAGE 5 41REDAUTOS AUTOS S UMBRELLA Lu16 OCCUR EACH URRENCE T+ EXCESS LIAR CLAIMS-MADE AGGREGATE DED I RET TION 6 S WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABiLJTY YJ N ANY PROPRIETORIPARTNEREXECUTNE a I"INIA A L.EACH A IOENT (Ma ICiryin NH) cwOFD? - DISEASF. YE ityyer daWbe under E.L.DISEASE-POLICY UTA(T s OE• PTION OF ONS beft- DESOMPTIONTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101.AdOldo-I Rema►kz Sahetlule,may be a t8MPd if MOM apwe is re4UIT90) Fax 305-766-8972 CGCG•9613495. Roofin CCaC1328065. 30 Das notice of cancellation CERTIFICATE HOLDER CANCELLATION Miami Shares Village SHOULD ANY OF THE ABOVE DESCRIISED POLICIES LSE CANCELLED BEFORE THE EXPIRATION DATE THr=RGOF, NOTICE WILL BE DELNERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N-E.and Avenue Miami Shore Village.FL 33138 AUTtmam RFPR€SENTA R A a - <SS> ®1888-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORI) TORO 39Vd L89GEELb56 716:60 9T0Z/50IT0 To: Miami Shores Page 2 of 2 2016-01-05 14:52:08(GMT) 18773899848 From:Christopher Porosky Date CERTIFICATE OF LIABILITY INSURANCE 12130/2015 Producer; Plymouth Insurance Agency This Certificate Is Issued as a matter of Information only and confers no 2739 U.S. Highway 19 N. rights upon tate Certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or alter the coverage afforded by the policies below. (727)938-5562 Insurers Affording Coverage NAIL# Insured: South East Personnel Leasing, Inc.&Subsidiaries Insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. Insurer s: Holiday, FL 34691 Insurer c: Insurer D: Insurer E: Coverages The pol sunince tsted be ow have an ssued to the insurel t=above for ft policy peri mdtcnted. tvrit ending any raga rernern, m or con ' n o any oontracS or other decumen: with respec to which this certificate may be issued or nary pertain,the insurance atTorded by the policies described herein is subject to ag the terns,exclusions.and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR ADDL Policy Effective Policy Expiration LTR INSRD Type or illsurarrue Policy Nwnbei Date Date Limits (MM1DD/YY) (MM/DO/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Damage to rented prertuses(EA Claims Made Occur occurrence) Med Exp General aggregate limit applies per: Personal Adv Injury Policy 13 Project LOC General Aggregate Products•ComplOp Agg AUTOMOBILE LIABILITY C Im incd Cingto Unit i Any Auto (EA Accident) � All Owned Autos Bodily Injury Scheduled Autos (Per Person) Hired Autos Bodily Injury. Nun-Owned Aulos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Ea3t Occurrence ZrClaims Node Aggregatrs Deductible A Workers Compensation and WC 71949 01/01/2016 01/01/2017 X WC Stall 39TH Empioyers'Liability to Limits ER Any proprletodpartnedexecutive officer/rnember E.L.Each Accident 51.000.000 excluded? NO E.L.Disease-Ea Employee S1,000.0oo it Yes,describe welder spade!provisions below. 11 E.L.Disease-Policy Limits 91,000.003 Other Lion Insurance Com art is A.M.Best COMR22Z rated A-(Excellent). AMB#12616 Descriptions of Operations/Locations/Vehictes/Exclusions added by Endo rsement/Speciai Provisions: Coverage Client ID: 29 65-295 g only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the fo8owirng"Client Company": Allpha-Construction Of south Florida Inc. Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while wortdng in:FL. Coverage does not apply to statutory employee(s)or independent contractors)of the Client Company or any other entity. A list of the active employee(s)leased to the Chent Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Flame: ISSUE 12-30-15(PH) CERTIFICATE MOLDER CANCELLATeDate 312/2015_ ION VILLAGE OF MIAMI SHORES Should any of the above described polictes be cancelled Me the expiration dam thereo,the issuing Insurer will endeavor to mail 30 days wrrten n ,to the cermcate holder named to tfte left,but failure to 10QSQ NE 2ND AVENUE lia do so shall Impose no obligation or bilitJ y Jany kind upon the insurer,its agents or representatives. MIAMI SHORES, FL 33138 ..:' POLIO 11 3206 013 0380 PROP ADDR 33 WE 93 ST PROPERTY RECORD CARD Generated Date: 10/15/2015 OFFICE OF THE PROPERTY APPRAISER Roll Year: 2014 DOR CODE: 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT STATUS: ACTIVE EPLG: ----------------------------------------------------------------------------------------------------------------------------------------------------- CURRENT OWNER AND MAILING: LEGAL DESCRIPTION: ACCOUNT FLAGS: ANUV LLC MIAMI SHORES SEC 1 AND PB 10-70 9 CAT TYPE DESCRIPTION VALUE LOT 15 8 W1/2 LOT 16 SLR 3 3332 WE 190 ST $1010 LOT SIZE 75.000 X 128 AVENTURA FL 33180 OR 21027-1897 02 2003 1 ----------------------------------------------------------------------------------------------------------------------------------------------------- MCD: 1100 Miami Shores ZONING 1: 1000 SGL FAMILY - 2101-2300 SQ CTCASE: N % CAP: 0.00 DISTRICT: 1 ZONING 2: 0000 HEX BASE YR: 0 PORT YR: 0 GPAR: 0 NON-HEX BASE YR: 2014 AG: N NFC: N EEL/CONS RJURM: N EEL/CONS COVENANT: N NH CD: 390^ WEST - MIA SHORES ----------------------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL PROPERTY INFORMATION LOT SIZE: 9,600 S BUILDING AREA: 1,677 L/B RATIO: 5.72 POOL: N AVG UNIT SIZE: 1,677.00 BUILDINGS: 1 YEAR BLT: 1945 EFF AGE: 1975 UNITS: 1 BDRM: 3 BATH: 2 1/2 8TH: 0 EFF: 0 18D: 0 2BD: 0 3BD: 0 4BD: 0 ----------------------------------------------------------------------------------------------------------------------------------------------------- VALUE HISTORY: 2012 2013 2014 $ UNIT OF MEASURE $ PER UNIT LAND VALUE 107,040 124,641 182,051 18.96 BUILDING VALUE 144,350 127,031 126,062 75.18 MARRET VALUE 251,390 251,672 308,133 183.74 308,133.00 ASSESSED VALUE 250,292 251,672 308,133 TOTAL EXEMPTION VALUE 0 0 0 SALE HISTORY # AMOUNT DATE I/V SALE TYPE SALECD ORBOOK ORPG GRANTOR GRANTEE 01 293,600 04/12/2013 I Unqualified 12 28924 4871 ROBERTA BRITTO ANUV LLC 02 245,000 02/01/2003 I Qualified 00 21027 1897 03 135,000 09/01/1998 I Qualified 00 18295 3449 04 74,600 01/01/1987 I Qualified 00 13156 2782 05 38,500 01/01/1973 Qualified 00 00000 00000 PREVIOUS OWNER INFORMATION 01 DAVID F KAISER 6W HELEN B 02 CP 73810021 03 LAJOS BIRKOF SW ELIZABETH 04 OR 13156-2782 0187 1 05 ROCHELLE WILLIS 8 ANNETTE ALMANZA 06 OR 18295-3449 0998 1 EXEMPTIONS: 2012 2013 2014 I Elm - i --- - - - 1� I I ' I I TT T �J I W W E • •• • • • • •• Gf CJ TT• •• • r t ' M IAM hDADE 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 (POA) www.minmidedeaov/eeonomv 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. 14 DESCRIPTION: Series`9)112760"PVC Double Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 08-00884, titled "DH2760 PVC Double Hung Window Impact", sheets 1 through 7 of 7,dated 10/27/09,with F dated 10/21/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section 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 beat a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved" and American Architectural Manufacturers Association Permanent Label Requirements,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. TERMWATION 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 MiiamiDade 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 sbAl b#-.provided tQ the Mier by the manufacturer or its distributors and shall be available for inspection It the job sttaaithe re *ree sof the Building Official. This NOA revises and renews NOA No. 11-18 3.2Q•gn�i pQns�s Q fhip page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Hehmy A.Makar,P.E., • •• •• Goo NOA No.13-1125.02 pM 01 •• ••• Expiration Date: September 22,2020 Approval Date: June 11,2015 ... ... Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . f PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 08-00884,titled-"DH2760 PVC Double Hung Window Impact", sheets 1 through 7 of 7, dated 10/27/09, with revision F, dated 10/21/15, 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 4) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 5) Operating Force per ASTM E 2028-08 along with marked up drawings and installation diagram of series DH-2860 white PVC double hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-7486,dated 08/12/13,signed and sealed by Jorge A.Naya,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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of series DH-2760 and series DH-2860 white PVC double hung windows, prepared by National Certified Testing Laboratories, Inc., Test Reports No. NCTL 210-3637-1, dated 01/31/08 and NCTL-210-3641-1,dated 02/13/09,all signed and sealed by Gerard J.Ferrara,P.E. (Submitted tinder NDA No. 09-1103.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by manufacturer, dated 10/07/11 and updated on 05/22/15, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). .. ... . . . . . .. . ... .. . . . . . ... . . . . . . .. ... .. . . . . . ... ... y A.Makar,P.E.,M.S. : : .Pr$d&ct Control Section Supervisor .. ': : ' % : : NOA No. 13-1125.02 1xpiration Date: September 22,2020 Approval Date: June 11,2015 •..�IL1 . . . ... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . )PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624-02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 12-0420.01 issued to L.B. Plastics, Inc. for their "Florida Bronze Color Laminated White Rigid PVC Exterior Extrusions" dated 12/06/12, expiring on 12/30/15. 4. Notice of Acceptance No. 10-1208.02 issued to L.B. Plastics, Inc. for their "White Rigid PVC Exterior Extrusions"dated 12/30/10,expiring on 12/30/15. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and with FBC-516 Edition i (2014), issued by manufacturer, dated 05/22/15, signed and sealed by Adthony Lynn Miller,P.E. 2. Statement letter of no financial interest, issued by manufacturer, dated 11/14/13, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7486, issued by Fenestration Testing Laboratory,Inc.,dated 08/12/13,signed and sealed by Jorge A.Naya,P.E. 4. Proposal issued by Product Control,dated 04/30/13,signed by Jaime D.Gascon,P.E. 5. Laboratory addendum letters for Test Reports No. NCTL-210-3637-1 and NCTL-210-3641-1,both issued by National Certified Testing Laboratories,Inc., dated 04/06110,signed and sealed by Gerard J.Ferrara,P.E. (Suhmiited under NOA No. 09-1103.029 G. OTHERS 1. Notice of Acceptance No. 11-1013.20, issued to PGT Industries, Inc. for their Series "DH-2760 and DH-2860, Vinyl' White PVC Double Hung Windows — L.M.I., approved on 12/08/11 and expiring on 09122/15. .. ... . . . . . .. my A.Maker,P.E.,M.S. •• •;• ••, •rtoddet Control Section Supervisor .: '.. NOA No.13-1125.02 ..: ' EJI&A,lon Date: September 22,2020 Approval Date: June 11,2015 E-2 ... . . . . ... . . ••• • • • ••• • • '53 1/4' MAX. FRAME WIDTH � 49" MAX. SASH WIDTH REV -n 44 9/16 F CCRRE M ECCE MANCE TO a/1s•,Ties 10/21/15 JR 6" MAX.: MAX. D.L.O. WIDTH . 6" MAX. TYP., 13 5/$" MAX. O.C. BALANCE POCKET STIFFENER (2) TYPICAL EACH JAMA 6" MAX. �I NOTES: 1) THIS PRODUCT HAS BEEN DESIGNED k TESTEDTOCOMPLY WITH pNTHE ��REQUIREMENTS OF THE L �/ 45 MAX 2) ORIOrR%I AND COS6, pJCOLU01IN T HE bES1GN£DHA ANCHORED Tb PROPERLY Tf1ANSFER /` D.L.O. ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING'IS THE RESPONSIBILITY OF THE 11' HEIGHT ARCHITECT OR ENGINEER OF RECORD. MAX, O.C. 3 UMTS MUST BE GLAZED-PER'ASTM E1,3C0 SEE SHEET 7 FOR APPROVED GLASS TYPES. 4; APPR�lY�ED IMPACT pROTECTAIE SYSTEM iS NOT REOIIREO FOF THIS PRODUCT 5p 1/2" IN LYIND–ERNE DE8R1S REGIONS. " / MAX. SASH 5) SHIM AS REOWRED.AT EACH (NSTAUATION ANCHOR WITW LOAD BEARING SHIM. SMM WHERE SPACE M S"SPRING S HEIGHT OF 1//18`'OR (EATER'OCCURS. ►dAXiM�I ALLOWABLE SHIM STACK T.0 9E..1/4"., 3" LOADED 6) ALL 410OD BUCKS'LESS THAN 1-1��2 ICK ARE TO BE CONSIDERED 1X.IN5iALSHO SHONS. WOOD HEIGHT MAX. VLOCK EIUEKS DEp1CTED AS 2X ARE 1-1/2" IH..CK OR:QREATER. LOCATE'ANCHORS AS WN IN (INSIDE) ELEVATIONS AND INSTALLATION D�ETTAILS, WOOD SUQKS.ARE OPTIONAL; UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS (WHEN USE O} SHALL BE bE.0 TO PROPERLY T TItANSFER LOADS TO THE STRUCTURE. WOOD BUCK. ION AND INSTALLATION IS THE ga J — RESPONSIBILITY OF THE.ENGINEER, (EOR).OR ARCHITECT OF ECORI?,.((AOR) MAX. �- * 7) FOR INSTALLATION INTO WOOD FRAMTNG.,OR 2X BUCKS, USE 110 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE.A 1-3/6" MIN. EMBEDMENT INTO SUBSTRATE WITH 9/i 8" M1N. EDS DISTANCE. • •• MAX O C X .FOR INSTALLATION THROUGH 1X WOOD .BUCKS INTO CM.0/MASONRY, USE 3/iS"'ITW TAPCQN ANCHOR • • • 8) WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/4" MIN,'EMBEDMENT INTO SU73STRATE WITH 2-5/80' • • •••• •• 8" MAX MIN.. EOGE'DISTANCE. •• •• • ° III 9) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF.TAPPING.SCREWS WITH SUFFICIENT • • • 000000 LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAS'►THE FRAME THICKNESS, •• •• • s • • SASH LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION.DETAILS. •• • ••••WE$A$LOT 2 7/8" 2 7/B" REINFORCEMENT i'Q) ALL FASTENERS TO BE CORROSION RESISTANT. •i• •• • •• ••140 1.8" 45 1/16".MAX, D.L:O. WIDTH IN$TALLATTI�1 ANCi�RS SFIALI 4E INSTALLED IN ACCORDANCE WITH ANCHOR • • • • •TYPICAL 54" MAX SASH WIDTH MANUFACTUREF�S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN •• •• ••• • •••••• SUBSTRATE$ YtPt11 STRENGTHS LESS THAN THE.MINIMUM STRENGTH SPECIFIEDI .BELOW:' OAtE A WOOD MINIMUM.SPECIFIC.GRMM.OF:G-0.:42 ° CONCRETE –.'MINIMUM.COMPRESSIVE STRENGTH OF 3,200 PSI, •• •• •s•• •••• . . DOUBLE HUNG WINDOW c, CONCRETE'MASONRY UNIT, CMU NORMAL WEIGHT AND.COMPRESSIVE STRENGTH, Fc • • •••• •••• EXTERIOR VIEW OF MINIMUM 1,9'KSI. CONFORMS TO ASTM COO. ••• 0•• • • s •••••• QLAZINO TYPES SAND P 11) gy,OWAEILC STRESS INCREASE OF i/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- :60 ALCULATIONS. ••• •• • .••••• FRAME MATERIAL:EXTRUDED RID PVC .075"THICK.VERTICAL JAMBS UTILIZE' • •••••• DESIGN PRLS§UR8RATING IMPACTRATWO ALUMINUM 8083—T$ REINFORCEMENT BARS/POCKET STIFFENERS. • • • • ►• SASH MATERIAL: EkTRUDED RIGID PVC ,10'THICK WITH REINFORCEMENT BARS. • • • • +55.00 LARGE'AA09OU 12) THE;2780 SERIES USES A EITHER A PVB OR SENTRYGLAS, (SO) INTERLAYER. UNITS GLAZED WITH ••• •• •••• • • •••••• '80,p MI3.5lLE IMPACT 13)' REFERENCET�NBINGPL S ICS,INTCER FORFLORIDA uBRONSLY ZE LAAIINATAS Eb 2860 SERIES, IWC End 1�IIIIIF�/ PGT INpUSTRMS TABLE OF CONTENTS P1L01)UCTReY[9Bp i G7Q TECHNOLOGY DRIVE ?�� SHEET NO. DESCRIPTION ea-1plyrewwmmeFwda 1�OKOMIS. FC 34275 ;� 4�.gB700 UuRft� — 1 ELEVATION: ANCHORING AND NOTES AocayleoceNo –I Z1. _ oma DH2760 PYC. D9UBLE HUNG WI)IDOW IMPACT r 2 ELEVATION AND ANCHORING B ELEVATION, ANCHORING AND NOTES. •, l¢RYE) �J r;� 3 BILL OF MATERIALS AND CROSS SECTIONS WaI blxl NA REV ;., 4 .8 IN57A!LATION DETAILS TJH 08-00$84 F ,�r"f SijF ftp�t 7 COMPONENTS AND GLAZING DETAILS 9ws NTS. Qat 10/17/0 1 OF 7 �FL re. 65 i woup 53 1/4" MAX. FRAME WIDTH 40" MAX..SASH WIDTH - Rfl DEMMON t1AU APPRvrp 44 9/18" L.O. WIDTH 6" MAX. Fr-7 MMAX 6"MAX. BALANCE POCKET STIFFENER (I I (2) TYPICAL. EACH JAMB 6" MAX, MAX, D,C, 78" I'^6" 8" 3" MAX. MAX. r— FRAME HEIGHT LOADED 3" 36 1/4" LOCK MAX. MAX, SASH 11" (INSIDE) HEIGHT MAX. O.C. I I $3 13/16" MAX. D.L.O. • •• Lr V �/ HEIGHT •• • • • • 6" MAX. •g•••• •• • • • • • • • • • SASH REINFORCEMENT • • •••••• WEEP SLOT 2 7/8' 2 7/8° s• • • •• •• •• .14" x.1.5" 45 7116" MAX. D.L.O. WIDTH • s • • • TYPICAL 50" MAX. SASH WIDTH • • ••• • •••••• •g • •... •••. PVC EQUAL-UTE • • • • DOUBLE HUNQ WINDOW • • eggs •••. • ••010• se • •••••• QLAZ1tJdTYPEA,BC.DORF • • • • .00. DEBT NPREBBURERATWO -AVACTRATWO 0004 •• •••• • • +650PSF WOEANDNWIll •••••• 80.0 PSF Mt&SiLE hWPACT f , PGT INDUSTRIES `,:'''�54�'�:�''•: PRODUW'RMSSD 1070 TECHNOLOGY DRIVE A; No ye7db a%mmplYI^®wold"Flaft NOKOMIS, FL 34275 AeapWcoNb r3- Or,0 DH2760 PVC DOUBLE HUNG WINDOW IMPACT 7: I a-I 15.•''iU� 0 ELEVATION AND ANCHORING �%�'•. SiAco 6MIY�U 08R x0.mmnhtllff�c---a R!Y TJH 08=00884 F S=NT$ oAIE 10/27/09 T2 OF 7 A'riYP,GW°aim' PARTS LIST AF WOW NO, PART NUMBER DESCRIPTION MANUFACTURER MATERIAL ' R— °A �raevFo 'I 33 1 8301 FRAME HEAD&JAMB LB PLASTICS INC. MID,PYG 2 8S42 FRAME S&L LB PLASTICS INC. WD PVC 13 21 8305 SASH HORIZONTAL LB PLASTICS.INC,. 9100 PVC 4 8307 OUTER SASH INTERLOCK LB PLASTICS INC, 00 PVC 3 5 8108 SASH VERTICAL LD PUSTICS INC, RIGfO PVC 1' 29 18 19 17 5 7 1O 26 7 1p 3tl 36 18 12 33 6 8320 SASH 8/18'LIFT BEAD LB PLASTKS INC, TBGIO PVC 17 19 7 8;21 SASH 5/}6"PULL BEAD LB PLASFICS'INC. RAID PIS 8C IN B 71851. • • BULB SEAL FRAME RLL ULTRA FAB 65A TPT 2t 6 11 p i•• •LIi INNER 0 PLASTICS INC, RIGID PVC 23 7 10 • 1 8323 •••••• SASH 7/ PWN LB PLASTICS.INC. RIGID PYC ••• t 8324 SASH:7 VT B LO PLASTICS INC. RIGID PVC 26 • 28 •• 12 „SND=85-9'� Popo 1 85 OUROMETER fWWK LAVE NEOPRENE ••• T $341 i • • HEAD • LB PLASM INC. RIGID ft27 •• ?4 8342. ••• $0.l LB..PLASTiCs INC.*• K*PNC 20 •• EXTE'R(QA To 8340 .0086. OUTER LB PLASTICS RD. 9' • 8340 •••• INNER LB PIASTILS INC. j� gMASONRY ••• 1T ST1007B • SASH HmRADE A853.GALY:STEEL IH�II 7 10 FLANGE ••• • • $8 29 16 19 $1 24 3 26 5 17 • T8' 2NB- - • RIGID FglkSt 115 DUROMETER FTZWi(LAWS NEOPRENE., 10 023251W •WFiLTHETi 1T!4PIN8 P SFAL ULTM FAB POLYPROPYLENE 213 HORIZOA(Ti4L CR055 SECTION •• V .023321 •• •WEATHERSR�PPING AN SE4L ULTRA. POLYPROT'YLENE ( CANSTRUC7lON NOTES • 8" 11 V851F34FJr SCREEN FRAME EASTERN.METALS ALUMD W 6063-T6 Ex1(TERIOR 1) EACH HEAD.*JAMBS AND. $ILL.ARE EXTRUDED 16.010 PVC OFFALS.,- 21 8 EACH VERTICAL.UTILIZE$ (2) 8" LONA BALANCE'P0GKE7'STIFFENER, (4) 22 Y8581F85-3 SCREEN CROSS BAR EASTERN METALS ALUN8L11M -76 18 PER WINDOW.:ALI CORNER'S ARE MITERED AND WELDED: 23 16/10GGCL SCREEN FIt1EViA55 CLOTH PFRFER WIRE TTBERILASS 24 BOTH,ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS:ARE 24 FP�80AWO SCIM SPLINE PROTOTYPE PLASTICS65A TK 14 2) EXTRUDED RIGID PVC'_LINt*.S AND UTILIZE A 1BGA, HOT DIPPED n 25. SU2AFIEX'SS2 $fXAFLEX BACKBEDDRG 2 HM ALL ,PyNIZED b CORNERS ARE MITERED ANKING OW EL.OEO x.:BO x .084 6 IMPACT GLAZING SEE SHEET 7 IN7�R10R ITEM 034, FIN ADAPTER, IS ANON-STRUCTURAL ADD-ON PART. WHEN 27, SKO2=3014-02 SASH KEEPER INTERLOCK USA ZINC 17 TT IS NOT.USED REM'� 18, RIGID FILLER.,797°; MUST BE INSTALLED IN 28. 5500-M-02 SASH LOCK INTERLOCK USA ZINC 1,..$" X, .140." 3) FRAME'T'OCKET. MA$Q11 FLANGE IS EXTRUDED INTO FITAME, WHEN, 29 ULTRA'UF[ BALANCF]2 CAIDAEI� SfEEI . WEEPHOLES. UNIT IS NOT INSTALLED INTO A MASONRY APPLICATION FLANGE.MAY BE s SCAR AND•.REMOVED BEFORE INSTALLATION, SEE INSTALLATION (2) ® 2-7/B DETAI17 SHEETS 3=4. 3Q NCRWpH-042 Va CATCH LPs ZINC EACH ENC) 12 18 31 WAX WEEP COVER PREFERREp ENO. NYLON MASONRY FLORIDA-BRONZE LAMINATED &WHITE RIGID PVC EXTRUSIC 8Y L.B. PLASTICS. INC, 32 FP6503F PI1fnT BAR CALMLL STAINLESS STEEL NUERTl0i1L CROSSSECTION REBu�LABELED BEEN S WITH'PAMA D"LIOER CODE. EXTRUDER Aft-S' i•S�ATE AND 33 8343 IN ADAPTER LB KmCS INC, mb PVc PGT INDUSTRIES r`;•';;cE'a's ''• ?`'-_ 34 SHB IN INTERLOCK CLIP NTRCO STAINLESS STEEL PiRODUCTkBmM 1b70 TECHNOLOGY.DRIVE 35 aft.OUT RfERI.00N CUP WIRCO SwLESS'STEEL 810 >�M14wwramFimi& NOKOMI$, FL 34275 36 611154 M WANCE POCW SIFFENER Pal ALUMINUM 06345 AceNo g n'(A r' neam, OH276p PVC DOUBLE HUNG WINDOW IMPACT 50 42869/70 SUPERER(5/1B"&" 7/161 M#= FOAM EPOM*/PM AND ITEMS �ACBILL OF MATERIALS AND CROSS SECTIONS 51 71752K SET, K, 1/8'X 7/18°:%4' P*=05 +/-5 ;NEOPRENE ARE USED naoi o>zawl+ RV '.'-��r CxttOP� ry, 62 7176iK SEF.BLOCK. 1/8'X 1-1/18'X 4' Out='85+/-5' NEOPRENE ONLY IN T,IH 08=00884 F P, t ORIEL A 'LyHri NIf P'E. '86 7OX75FPTX �F 3/4`IN SDS(4'FROM ENDS STEEL UNITS. sr NTS °ATE 1'0 27 .09 T3 OF 7 R P.4 7C9 2 8%8a:MIN. E ADOED_GLAZWO TYPE F 10/08/13 ilk BtY6t�i.9 � EDGE DISTANCE 2X BUCK/WOOD FRAMING 1---+�-9/16° MIN. EDGE DISTANCE °M°PM °Are �P , d .0. BY.OTHE , 2X BUCK TO A q BE PROPERLY SECURED 1 3/8d a' A APPROVED SEALANT MIN. EMB. a ''•Q BY OTHERS i� 3/8' MW. EDGE DISTANCE METAL STUD MIN. EMB, 1/4° MAX. 1BOA MIN SBy HHIM SPACE APPROVED SEALANT MASONRY 1/4' MAX, � BY OTHERS � 3-THREAD BY OTHERS SHIM SPACE' MIN. As2pRovea-asul5ft RIGID FILLER BEYOND • • Dim lis • • #10 WOOD o SUBSTRATE ••• • ]B-xuv"q-ucs6l • • SCREW••� o RIG1D FILLER 1/4a MAX• SHIM SPACE PROPERL'f • 3/10 ITW TAPCON RIGID FILLER • ••• •• SECLy2ED•• • • • • ' EXTERIOR INTERIOR �I •• •• ••• • • • 10 TEK • SCREW •• •• •••• HWAJAMB eX,T�RP9 ...JROTERIOR WOOD A M GORQxauCKFLANGEWSTAL ATION EXTERIOR INTERIOR :.. .: 18 JAHEAD SHOWN,4AMB$SIM"R HEAD&JAMB MB • • • ... .. cgNORer F�Yftafuc NSTAUATION METAL 6RAAMNOFLANGE MMSIMILAR IOM sIM/LAR EXTERIOR IAITERIOR rL�Ao sxownr,dAMBs SIMILAR • • • •• EXTERIOR INTERIOR •• •• •••• • • •••••• EXTERIOR INTERIOR 1 1X BUCK BY Irl IN EW WOOD #10 TEK S3CCR OTHERS,. 1X RIGID FILLER " CREW BUCK TO BE PROPERLY 3/18" ITW TAPCON APPROVED SEALANT 1/4" MAX,. RIGID FILLER4' SECURED BY OTHERS __[SHIM SPACE (- 1/4° MAX. RIGID FILLER ;L SHIM SPACE APPROVEDBBy OT E SRSR 1/4" MAX. �.�8a APPROVED SEALANT 1 �[SHIM SPACE MIN: EMB. OTHERS 2X BUCK/WOOD FRAMING METAL FRAMING 3/8°;MIN, 3-THREAD BY OTHERS 2X BUCK TO 1.60A MIN BY OTHERS EDGE-I.- MIN. DISTANCE L_ BE PROPERLY SECURED � 9/18'.MIN. BEYOND WOOD RtQwMGOR2XBUO1CFlANQE', EDGE DISTANCE SI j, SUBSTRATE 1 1,/4" c a INSTALLATION METAL FPAMINO FL4AtOE INSTALLATION,:N MIN, EMB, ° ° PGT INDUSTRIES d CONCRETE/ <;:•'�� E' _Y MASONRY' 1070 .TECHNOLOGY DRIVE r 1.2 8/8" MIN. a I BY OTHERS emt�c s`A`hf°j4Q NOkOM15. FL 34275 _14; �o.g61�5 EDGE DISTANCE - ACO `°otb, z DH276G PVC DOUBLE HUNG WINDOW IMPACT - o SILL Q�zO FLANGE INSTALLATION DETAILS 8 CONCRETE/MASONRYFLANQEINSTALLATION Y� t '•.•F!rii�0 '�y�� mml oruaw PMS No. NkV co; •. r TJH 08-•00884 F ,fCF;p, 60.4E IJTS. °ATS-10 27.09 sM�¢+4 OF 7 ~FLYp E. 887a 2 5/8" MIN. E I AMO 16WING VPE F 14/05/13 J.R EDGE DISTANCE �. �f 9/18" MIN..EDGE bl. LT 2X BUCK/WOOD FRAMING 4 a p p BY OTHERS 2X BUCK TO d- BE PROPWCY SECURED1 3/8" •'.d A, APPROVED SEALANT MIN. EMB. 3/6" MIN. ° BY OTHERS: —� EDGE DISTANCE 1 1/4" 1/4" MAX METAL STUD MIN, EMB I SHIM SPACE 18GA:MIN L BY OTHERS CONCRETE/. APPROVED SEALANT 3-THREAD MASONRY 1/4° MAX. SY OTHERS MIN. BY'OTHERS •• SHIM SPACE RIGID FILLER BEYOND i•• A:PROVEBy SUBSTRATE � • • • a #10 WOOD o SCREW 1/4" MAX. • x . • •• o o RIGID FILLEk SHIM SPACE • • •1DTHER$BUCK,, 1. • 3/18" ITW TAPCON RIGID FILLER • BUCK 70 BE• •i• ••PROPERLY •• • • y •• •• SECUf0 i •• • CR 4! EXTERIOR INTERIOR •• •' .•"'. . HEAD&JAMB EXTERIOR INTERIOR :.. .: EMMMR •• kE•'lN7ER1oRDaD dAb1I389RA1N8TALIATtOW MMM #IEAD JAMB • • ABS J MB. . •••• ME/WBTALIATIOW EXTERIOR INTERIOR METAL FRanalNo eo#c'FRAa rNsrar Larrary ••• •• NEAD'BN-OWN,JAMBS 81MILAR • • • HEA06HJAMB881M11AR • . . . EXTERIOR INTERIOR ••••••EXTERIOR INTERIOR ® #1.0 WOOD SCREW a� a 1X BUCK BY RIGID FILLER MEW OTHERS, IX E 1/4" MAX. AIGIO FILLER BUCK S, APPROVED SEALANT H1 PROPERLY o 0 3/18" rrw TAPCON BY OTHERS ,1 SHIM SPACE 1/4" MAX. SECURED RIGID FILLER `�( APPROVED SEALANT SHIM SPACE 1/$" MAX. 1 �/9" BY OTHERS _T APPROVED SEALANT � r SHIM SPACE MIN. EMB. METAL FRAMING BY OTHERS BY OTHERS g/g° MIN. 3- EAD 2X ffi)G�QOD FRAMING 9/18° MIN' MOEqN L BY OTHERS, 2X BUCK TO 5111 EDGE.OISTgNCE Sly SUQ TRAT E ANCE BE.PROPERLY.SECURED WOOt7.FAAMINAOR2XA8UCXBOXFRAMI •4 NVS7'ALlTION METAL FRAMING BOX FRAME 1N8TAGWTION. t i t t. MIN. EMB.• v' ' 4 pa.Y INDUSTRIES CONCRETE/ d 4 1070 TECpHNOLGY DwYE ,�a r �tbEPtaF'`'FSA MASONRY PRODUCTRRVISBD NOKOMIS. FL 34275 2 5/8" MIN. BY OTHERS GB705 m complging with dm Floridn % EDGE DISTANCE Geltftcode AseePkace�No� 2 a 2 DH2760 PVC DOUBLE.HUNO WINDOW IMPACT 1� a�°Zp BOX FRAME INSTALLATION DETAILS SILL U • SIAi•0 ru COCRETEWMA$ONRYBOX FRAMEIWSTALIATTON pwww cwoNo. Rey •� r�•Flukly?.'��` TJH 08-00984 F :�,��.,•.... 1 V-27/00 sKw5 OF 7 AFi`i;A ��• Mir 2 5/8" E ING ADDED TYPE f 10/05/13 J,R. RNs MN. EDGE DISTANACE 2X OUCH/WOOD FRAMING 9/16' MIN. EDGE DISTANCE �v "P0 BY OTHERS, 2X BUCK TO BE.PROPERLY SECURED _ 47• A' SHEATNG 1 3/8" c •:d G• 1 i/4"" BY OTHERS MIN. EMB. . MIN. EMB., FIN TO BE �i 3/8" MIN. EDGE DISTANCE SET IN BED 1/4"MAX. CONCRETE/ OF APPROVED SHIM'SPACE METAL STUD MIN MASONRY ��1111 a �3 3•TFIREAi? BY OTHERS 1/4" MAX. BY OTHERS © SHIM SPACE RIGID FILLER QEMIINN. FIN 70 BE FIN TO BE SET IN•BE SET IN BED •• • . OND SET • ' c 1X BUCK BY #10 WOOD OF APPROVED o SUBSTRATE • • SANT • • OTHERS, 1X SEALANT a o •••• BUCK TO BE ••• •• • • PROPERLY 1 SECURED SHIM SPACE M MAX. •i e •• • •• RIGID FILLER RIGID FILLER •• •• :•: :•• 3/18" ITW TAPCON EXTERIOR INTERIOR fj0 TEK • SCREW •• •• EXTF1Old14 HEAD A JAMB • • •..• INTERIOR WOOD FRAWNG 0R2)(BUCKFWWTALLAnoN EXTERIOR INTERIOR ••• .. WEAD SHOWN,JAMBE SIMUAR HEAD& AMB • • • •••'1{E74D&JAMB METAL FRAMI AUATON •.• •• •••••i C0f4 H%EAD NIR,YMBS 88rTALLATJON E�fTERIOR INTERIOR WAD SHOW 4AMBS SIMUR • • : •••• EXTERIOR INTERIOR en w '••••' EXTERIOR INTERIOR 10 WOOD 3/18° 17W TAPC.ON CREW #iO TEK RIGID FILLER .1X SUCH BY a RIGID.FILLER SCREW SUCH OTHERS, 1X FIN TO.. "_ 1/4" MAX. RIGID FILLER SET IN BED _ (-SHIM SPACE FIN TO BE PROPERLY 1/4" MAX' SECURED OF APPROVED SET IN BED SEALANT �" FIN 70'BE � SHIM SPACE OF APPROVED 2X BUCK/WOOD FRAMING 1 3/8" � IN BED SEALANT 1/4� BY OTHERS. 2X BUCK T0. MIN. EMB: OF SPRAT BE PROPERLY SECURED 3/8" MIN. EDGE DISTANCE _ SHEATING 9/16" MIN. EDGE DISTANCE METAL FRAMING'= 3 MIV CONCRETE/ BY OTHERS SILL BY 0 MINERS SILL BEYOND MIN, EMS. A ® MASONRY WOOD FRAMING OR8XEWFININSTALLATM SUBSTRATE V• v BY OTHERS METAL FRAlI9lAYi FTN MLS FALlATION t t t t t t 4 PC7 INDUST:RIE5 '.......... 4 1070 TECHNG 00Y. DRIVE PRODUCTRWMM NOIf.,,. L 34275 i R.5/8" MIN. � wilh ft ludda _ No.gms k r EDGE DISTANCE co a - 2 am0% PVC DOABLE HUNG WINDOW IMPACT =it l - ' SILL e OH2760 FIN INSTALLATION DETAILS �?►' !0zl�Jd CONCRErsmsONRYFJNtN3muATION ",0� �3to 0 �Csn TJH 0$o-00884 F �/�.��V....,••��C,, s S tut¢.10/21/09 BAF 7 'tee osE r 7/16" 7/8" 3/16°•HS5/16" 090° 1.83° 1.83" RE1a9oN9 . SENTRYGLA5 ° ° rwu Am Appwp •090" 1/8" HS BY El DUPONT :224 .224° 1.276 BUTACITE M 7/18"AIRSPACE 33 6Y E.I. DUPONT 7/16'AIR �+ 3/16» H$ 1/8° NS 1/8° TEMP EXTERIOR INTERIOR EXTERIORWMERASft 2,1ss'T � 22" 1;478 1.04°��''''' ° J 5/8 GLASS 8/8 GLASS1.131'476° L - .83" I SiriSIKAFI EK••• •• 51 SIKAFLEX ,4G)OUTER SASH INTERLOCKRlr3ro PVc.o7s� cK t7 O FINKe5sa . . . 5521 D INNER SASH INTERLOCK OSA H R&INFORCEMENT 33 • s • • 1GIDPVC.076"TMOK + 1BOA(.0847C1AL AN✓18D " �PSA a joPV0.062•.a e• ••• • i 1921` DAPTER $• ..e e GLASS TYPE B aa4" :224° X28" • ••• •• • • s• •• • • 7/B • 5/18" b/18" F.5" 1A .{ " 3°r �5° .827 .788 .. .• AV, o9b'.... " s � 663b.- 00 --J- .. , � r�RVB 00„ 1--- a.2" �6° a.a` 1.478` 7�6116"PLAIN BEAD • • /@•'' 7/1'x"lURs BUTACITE Pve ••• ee /i6° PACE 1/6° HS. BY E:I. DUPONT i3 HEADADAP.TER R1O(DPVC.08°THgK �$g" • a • e• 1/8" HS-- •f�MP 1/8" HS PJGlb'PVO.OB" SASHVERTICAL 5 525" 225° ••• •• •e•••• � O \:/ SASH HORIZONTAL RKaro PVc,10"THfiW � EXTERI��•• (N•TEA EXTERIOR INTERIOR ROD PVC.10"THICK � i°J S 80 LIFT B Q •• •. • 4.455` abs"' BALANCE PUCKET ID PV0.06' K 8/8 .GLASS • STIFFENER • ALLNNfNIJM8083-T6.076'THIL'K 985" SIKA�'15,5EX2 52 SIKAFLE�L 31 c --J• �' 4.4$5" 797" 552 1 Q 7 0'P INB EAD R.1t3 P q.Q@,TH1QK GLASS TYPE G GLASS TYPED 1 g RIGID FILLER' t.g52" a O 85 285". 2.86" 1.56" NEOPREN9.ibDU 'TFHdC �Q 1.479" 1/8'HS SENTRYOLAS 3/1 B"ANN S9YEN 1"b O FRAME E.I. DUPONT LEAD A JAMB 6Y E I. DUPONT 5/16 5/18" AIRSPACE �— �`l E S/ RIGID FILLER EXTERIOR 1/e" HS 3/16°ANN 1.921 11 7/8°LIFT BEAD/8324) RItdI PVCMOTS'LT(CK 1z BB�RQMETERIP-1/80TEMP EXTERIOR INTERIOR � 285 O RK40PVe.oB°micK N y,�q�THwK INTERIOR �` PGT INDUSTRIES 5/6 GLASS 5/8B 0 S 1070 TECHNOLOGY DRIVE 1'51" PAODUCT OVISED NOKOMIS� FL 34279 a cm4pl9iapwmIlmplodda aJo.$8705 '•':� BWldiq Code SIKAR.EX 51 SIKAFLEX 52 5" � m ��Z DH2760 PVC DOUBLE' HUNG WINDOW IMPACT r s, 552 552 Q� —T" COMPONENTS AND GLAZING DETAILS �j`. S�r� 5 k. c 14 SILL ADAPTER oanw I0 NO, GLASS TYPE E GLASS TYPE F X1216 Pvc.08"rmox TJH 04-.00884 F NTS w>t 10/27/09 7 OF 7 FL P It. e5axif' ® p,0THERMALTRU "PREMIUM SERIES - PROFILES" �� 6 ' THERMA TRU DOORS & 11a INDUSTRIAL DR., EDGERTON, OH 43517 "CONSTRUCTION SERIES - TRADITIONS OPAQUE STEEL DOOR w/ or w/o SIDELITES �` 91 J a 1 "IMPACT'DOOR & WOWIMPACT"SIDELITES _ VMAX. INSWING/OUTSWING FRAMEWIDTH u 71 FRAME WIDTH a 37.5°MAX. 37S'MAX. GENERAL NOTES 37.5"MAX. FRAME WIDTH FRAME WIDTHOVERALL 15.5*MAX, z 1. This product has been evaluated and h in compliance with the 5th Edition(2014)Florida Building Code(FBC) FRAME WIDTH FRAME WIDTH FRAME structural requirements Including the"High Velocity Hurricane Zone"(HVHZ). 01 2. Product anchors shag be as listed and spaced as shown on details.Anchor embedment to base material shag be beyond wag dressing or stucco. go 3. When used in the°HVHn the opaque door compiles with Section 1626 of the Florida Building Code and does ® ® !y 0 0 ® ® not require an Impact resistant covering.The non-impact sidegte must be protected with an impact resistant !R coveting complying With Section 1626 of the FBC. 4. When used In areas outside of the"HVHZc requiring wind home debris protecihxL the opaque dont compiles � with FBC Section 16%.1.2 and does not require an impact resistant covering.The opaque door meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Section 1609.1.2.2.The non-impact ® sidegtes must be tatted with an Impact ••• pro pact resistant covering complying with FBC Section 1609.1.2. p d • & For 2x stud homing construction,anchoring of these units shag be the some as that shown for 2x buck 0 • x o • X o • • x• . o *see •• •• mosonry construction. • • a 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed >� engineer or registered architect. •••• • 7. Outswing configurations using coastal sig Item#72 under active doors and ail sills used under sidegtes meet LL ij •water infiltration requirements for°HVHr. 991M 000 : o• ;!5 a. Inswing configurations and outswing configurations using sill items#70&#71 do not meet the water ... o infghation requlements for the'1•IVHZ".Inswing units shag be Installed on the"HYHTI only in non-hobMable —►I areas or at habitable locations protected by an overhang or canopy such that the angle between the edge ••:••: •• 0.0 • • of canopy or overhang to sill is less than 45 degrees. •• •• •• • • •• a 9. When used in the"HVHZ",steel must be protected as specified in FRC Section 2222.6. :00:*:• • M N TAKE OP cONTENiS • • • • • • St1E@19 DPSCRB'il�V �q� ••• •y�+ . ^Q• ev G` Ai6.CYw+•1v1� �. 8 ; 41 (MSIHIDIC� • �FMlioINQ •• • O• 3 WCOMe PWW 09M and a NENSIC�N, i !�) l N PuiOflirE Nd1d *r t EtiA • • `�^a 4 Bevatiore •CAM 513110 �# 5 Hodmntacross sections X 37,5'x"Ar N/A +60,0 •60.0 +60,0 •60.0 §9 d n cross sections wA ar. N.T.S.S. m 12 7 cm sagOX/XO sts"x K 7.12^x 79,0° +60.0 .60.0 +60.0 -60.0 .8 Vertical cross �: LFS 9 DRAWMO Na.: 11 818 of mat ads and tom n KOM OXO 71.5"x".Ir7.12"x 79.0" +60.0 •60.0 +60.0 •60.0 FL-13702.1 N r S -'-.11 DOOR SKIN C,• •• *•• _i a EXTERIOR FOAM CORE28 2C N .. INTERIORFOAM CORE m od, 4 2E =i HORROMAL CROSS SECTION ,�a 2 36.00°MAX. DOOR PANEL WIDTH 2 a 1.25" 1.66' EXTERIOR INTERIOR6669 Y _1 • • 8 mss•' i00 Lvz�— • • a• Comp. W ZC Wood •••••• gee a DOQRV � ,� •fiw! •• • ••• • to Prertdwn -ProlDes •' 2D • • 60 .' • �••�•• : Z CoruNuctlonSeries-Traditian •• • ats5 3 10 SME N.T.S. 9 DOOR SKIN:24 GA.STEEL(0.022THK.,Py=47,000 PSI MIN.) RAIL Ll�gi 9 min 2 VEIMCAL C SS EC110N ora W. JK CORE MATERIAL:POLYURETHANE FOAM(1.9lbs.DENSITY) r2 RO S CW.BY: LFS 3 2 aawim NO-' • O NOTA 6 panel door shown-flush doors artd other pone) FL-13702.1 configurations are also qualified under this approcrA. �$ 0% 3D 3E DOOR SKIN .\\`,�,.• FOAM CORE EXTERIORin •�' �% �'��''• 3B 3A Fill *• ��\`\ s'M 13.75"MAX. GI G2 PANEL WIDTH INTERIOR D.LO.WIDTH 1 HORIZONTAL CROSS SECTIONFOAM CORE ` d D 3 � L-$ 118°CELLULAR GLAZING TAPE(ST X41 TAPE) I/8"CELLULAR GLAZING TAPE ISTIK41 TAPE) a OR FOAMED-IN-PLACE GASKET(BOSTIK) OR FOAMED-IN-PLACE GASKET(BOSIIK) 0.5"GLASS BITE 0.5"GLASS BITE 3D 3E HOT-MELT ADHESIVE HOT-MELT ADHESIVE a BACKBE)DING(BOSiiK) BACKBEDDING(BOOK) 1/2"MIN.GLASS THK. 1/4"MIN.GLASSTHK.I fir o S AIRPACE IXTEMPERED r � AIRSPACE 0 d O 1APTEMPERED EFT 19 TEMPERED 3 R INTERCEPTSPACER SPACER #618 X 1 3/4°PFH SCREW 3p #8.10 X 1-1/2•PLASCREW EXTERIOR INTERIOR o SEE NOTE 1(TYP.) 3E SEE NOTE 1 ITYP.) x O G1 i1 DEINL G2 GLAZ N PVC Lfie ftar� BTS Life kama •••• AML 750°r 9� • • S• I I ,�! •• • � O 1.64� •••••• 5211ye dlAJ�qq ns • � gl C:;L� •tti;r •••• Si � Car RAL � pod � 3C Comp T 1 �►•��• • ••• k'k' 3 1.33" 1.38 DOQRSK a.r i • a 8-9wPA M• • •� SIQELffE SKIN. GA.STEEL 0.021"THK.,Fy-47000 PSI MIN.) 699866 m �T T • CORE MATERIAL POLYURETHANE FOAM(1.9Ibs.DENSfM In I— N N Ly g� ••• : aie 5 3 90 T 1h ��9 �I_t Spur N.T.S. NOTE I 1 J�1 �VERTICAL CROSS SECUON ; e+^ JK m F 1.Spacing for Bte frame screws Is as follows: 3 ax Sn LFS $ Sides:4.25"from each comer and 10.S'o.c.thereafter. opo ; Top&Bottom:2.25"from each comer. �1 PIASTIC U LRE tRAME �Z PiA51TC UP 111E FRAME o PVC BTS FL-93702.1 0 sir�3 OF_LL �.�`�4`• Q'�. HMVAAFC[tA#Rl 8 MOM -ci MAWIAMJOI1REB 1 Z ^m m n i •.,•N KWIKSET SI SERIESRE SERIES(780) mz° N•; SCHLAGE P SERIES MO/ sew� E z�g Z chi Xr 7 7 8 8 7 7 7 7 8 8a 5 5 � DEADBOLT 5 LJ Al 5 0 9 l 5 5 O 04-51, d0 11.•.. 41 �` PASSAGE ® ^ 6 •••••LocK A a•8 ' . • •••••• N • t Z in •• • • ••• - 7 7 7 8 8 7 7 7 7 7 A 7 S • 8 • • a k' ELEVATION IX) ELEVATION(OX/XO) ELEVATION(0X0) •• • •••••• Dnre 51311 o m •• • SOML N.T.S. 9 m By, JK m 2 cm sr: LFS 3 DRAW=N0: FL-13702.1 ° C 12 27 4O INTERIOR INTERIOR 9 ]0 12 p' 9 10 H °0m ,rte. INTERIOR 11 0° •��'�.,.,,. ..� M ° q a O 9 U O UU i 40EXTERIOR g 8 ° ° 40 720 J a EXTERIOR EXTERIOR B ° 8 o 0 L 0.15• J >D B CSINK MIS, � L C p go 1.1/4°MIN. (IYP.) MINK 20 A } EMB.ITYP,) PYP.) B 1-1/4v MIN. EMB.(TYP.) 1-i/4'MIN. �1 HORIZONTAL CROSS SECTION 2 EMB ) S HOP coniiguraBon HORIZONTAL CROSS SECTION HORIZONTAL CROSS=HON c inswin5 Inswing conflguraflon 5 Shown w/1 X sub-buck M EMB.(TYP.) SEE NOTE t INTERIOR INTERIOR E ° + SEE NOTE 1 K ° • • a • • a• a m° < L ` aa i••�•w • a EXTERIOR • • V 00% • °p • • • EXTERIOR • • • + 8 � f o •• • •••i•• B O.iS'C (� CSINK 20 C A 1-1/4°MM. •• • s N.T.S. E (TYP.) EMB.(TYP.) mw.ar: JK NOTES: 5 HORIZ NTAL GROSS 1.Sldelite assy fasteners:Located 61 from 4 HORIZONSECTIONTAL CROSS SEMON 5 Shown w/1 X sub buck � ..LFS d each end&6 more screws equally Inswing con on spaced(8 screws total per Jamb). FL-13702.1 sqw—L or Li e - L 12 EXTERIOR 9 10 12 L ? .• k =� m .� EXTERIORso so '4,y�'••...... oil 8 •:� 40 7 r 7 ,q`$ cJ 8 INTERIORa 8 0.1 S, MINK 0.1S° —► iK (TYP.) CISINK SE NOTE 1 20 ` PYP.) SEE rt 20 L 20 NOTE 1 U HORIIOMAL CROSS SECTION INTERIOR 6 Oulswine confIgUWn 3 HORROMAL CROSS SECTION 6 g configuration INTERIOR 27 K SE 12 INTBtIOR 9 10 NOTE 1 11 12 50 •••• • • 80 0 7 EXTERIOR 9 • • ,.�*09 • �•� 7 • •••• K rro f: • 50 • •• • • s• Z77 EXTERIOR a • �� 0.1S* CSINK • CSINK CSINK 0.15° O.li•••i• • m F (TYP•) (TYP.) CSINK CSflbK L (TYP.) S5 L •�• Ini'}•i•• a,E 5/3/10 3 •• • SCOLD N.T.S. 9 NOTES: M.W. JK 5 1.Sldetlte ass'y fasteners:Located 6°from HORIIOMAL CROSS SECTION 1 HORfIOMAI CROSS SECTION auc er: LFS 3 each end&6 more screws equa0y 6 eo n 1n9 configurafion spaced(8 screws total per Jamb), owsrsm soy s FL-13702.1 c �OF e .♦: may tlf E E D D v q ps >: C a0 V 40 -T 7 7 19 cj INTERIOR EXTERIOR B ,a 8 INTERIOR EXTERIOR y eVERTICAL CROSS SECTION r�VERTICAL CROSS SECTION 7 inswing configuronon 7 Shown w/1X SubANXt r �IN • • •..• }A INTERIOR EXTERIOR ItR• .. EXTERIOR .•�. ; .: EXTERAF INTERIOR •�•• �•�• • �•� B 40 32cy 40 • 7 71 40 • .i 70 ..•i•: •• ^.� E 7E �S F • ' • E .. ° . .. H-10 tl ate: 513110 r3 VERTICAL CROSS SECTION �1 VERTICAL CROSS SECTION sr N.T.S. 9 7 VE connrguratiS ��VERTICAL ROSS SECTION Mm,8r ,1K m 7 mewing conngurcmon OutwbV 2 ses ggeneral rrotes Sheet 1 7 rreral�1� onsheet l tar°HVH2°water 1nfitraHon See 9eneml oter sFreet t ggee cm Men LFS 3 requirements re WoterbdOfranon tegLgre PwaterirdHfration oruwDm rm d u}e ments r � nts FL-13702.1 0 SHEET-2_OF JJ_ N d E E * a4'w ° . m D qrn a m 4r A 2 a�ac�i V 4 as SEALINTERIORi 50 SEE NOTE K NOTE 1 j a � 19 a INTERIOR EXTERIOR EXTERIOR VEIMz s 1CAL RO SECTION 2QVEIMCAL CROSS SECflON Imwing 8 Shown w/I X sub-buck -{ EWn ^A � a INTERIOR EXTERIOR ' ' • •• • INTERIOR EXTERI •• • • SEE K so SEE NOTE I •••�•• • • .. NOTE 1 so K 000000 z 15 •... •....� • ' ee 19 -� 70 ..•.-�.• . 0 000 •• '. 26 H "� E •..P'r • • k ' ' E • ° 0000.. ° � ° d ° '6 ° °* <°, •• • 0000 �� •• • CAtE 5/4/10 r31 VERTICAL CROSS SEC ON ��VERflCAL CROSS SECTION SCAM N.T.S. NOTES: 8 8 congwraflon g con +• JK .Sideffte asst/fasteners: Cm sr. LFS . Located 4 DRAW=N0-from each end. FL-13702.1 SHM or 11 AP Aft to 4 M >� �W TYP.HEAD &JAMBS I I I I I v $x zm 4 iit tW a aMASONRY-7' MASONRY7' `CCCCCC OPENING OPENING TYP.HEAD MASONRY TYP.HEAD &JAMBS OPENING &JAMBS $ MUWON C; MUWON v SHOWN FOR SHOWN FOR ° REFERENCE REFERENCE I ONLY 2X BUCK—,,,. 2X BUCK ONLY 2X BUCK II I I 1 4 �' • • 6666•• • 6666•• BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING •••••• • ••a • ul En (X) (OX/XO) (OXO) 0:::: * ••••• • • • •• • 6666666 • •z • • • ooy 6900 6666 • G1 CONCRETEANCHOR NOTES: � 6666•• • •69 • 1.Concrete anchor locations at the comers may be adjusted to maintain the min. •••••• •••• . • cc edge dstance to mortar Joints. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adA&ed to malntain the min.edge distance to mortar joints,additional concrete anchors •••••• • • � may be required to ensure the MAX ON CENTER'dimension are not exceeded. ' • -00.:- 3. Concrete anchor table . 9 • ^ s x4BlwtltllC ANC131! Flip MTN CiARANC M1Ft.ti�ARAt1 •••• : .6.. •^ Mpl. Vl�Is Nx, 10 NI�►SC)roR1' TA+►� .•6• ^`°o ffw ® 1/4° t-t/4° 2° 4° om 513110 9 TAPCON smL. N.T.S. BLCO Dm By, JK ULTRACON LFS d WOOD SCREW INSTALLATION NOTES: muwm No a 1.Maintain a minimum 5/8°edge distance,1"end distance,&I°o.c.spacing of FL-13702.t Wood screws to prevent the spRtBng of wood. s— 9 --u *ki l'to to r-1° �{ T ni •• m —T — 1 — i��••, �� .�of M JK a``� J>�� L 2X BUCK L 2X BUCK F2XBUCK i��irr'•'*•••• aaa M /11111 n m J 1X BUCK J X BUCK a a " @3 MASONRY TYP. MASONRY TYP. MASONRY nP E v $ OPENING HEAD&JAMBS OPENING — HEAD&JAMBS — OPENING HEAD&JAMBS — a FRAME---'wFRAME L TVP. FRAME—"'O � U O O L IYP. O BUCK € BUCK — pBUCK p TYP.SILL _ p TYP.SILI_ F TYP.SILL TYP.sILL LL S + TYP.SILL ' + STRIKE JAMB FRAME ANCHORING FRAME ANCHORING FRAME ANCHORING HINGE JAMB .• •• d (X) (OX/XO) (OXO) • • a..* � 12 Jioo�oo :00000 o a io 12 •oo• • • • CONCRETE ANCHOR NOTES: 1 O :3 •.• ••.• • •z 1.Concrete anchor locations at the comers • • .O maybe adjusted to maintain the min. 27 12 •••• ��• � edge distance to mortar jdnts. ••.o•• • ••• o• D 2.Concrete anchor locations noted as IMAX.ON CENTER"must be adjusted to • • • mahldn the min.edge distance to mortar joints,addifkmal concrete anchors ...... o o s •o • MY be►e4utred to ensure the "MAX,ON CENTER"d r*rdon are not exceeded. LATCH&DEADBOLT DETAIL HINGE DETAIL ;•': : • • 3.Concrete anchor table ANCNdiRMIAG A1tN,CIJrA > b11N CIAR,NCE eudc 2X Buck • • i•.•i• TO #S4FIRX 12 . •^^ • ThPF STYE w� DM�rNI' .. .. ::: At11�CHEiI.. :. G �� • m ITW •• • TAPCON® 1/4° 1.1/4° 2" 4° 28 11 a a ELCO10 ure 513110 ULTRACON 1/4" 1.1/4 t° 4° 27 6 s N.T.S. TAS ® 3/le1.1/4" 3° 1.1/2" wm.BY, JK e cm BY. LFS WOOD SCREW INSTAUA17ON NOTES: °RAwNO N0•' o 1.Matntatn a minimum 5Aredge distance,I"end distance,&1"o.c.spacing of LATCH&DEADBOLT DETAII HINGE DETAIL FL_13702.1 wood screws to prevent the spatting of wood. IX Buck IX Buck MA BILL OF MATERIALS `.Aft 'may m OEAA► G1'SCR nm ••1 m AAAIlRIAI A 1X BUCK SG-0.55 WOOD K W B 2X BUCK SG-O.S5 WOOD 3 !!" C 1/4 MAX.SHIM SPACE - 0-1. Y' D 1/4"X 23/4 ELCO OR ITW CONCRETE SCREW STEEL ——4-'`6° O ~~"�••• �••��` -+3,q m' E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE � oil 11A , m 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 [ �+ N•: F 1/4°X 1-3/4 ELCO OR ITW CONCRETE SCREW STEEL X 0 "i d G 3/16°X 3.1/4 ITW CONCRETE SCREW STEEL I ` _ H 1/4"X 3.1/4°ELCO OR ITW CONCRETE SCREWSTEEL o 2.36^--►i� rH q as I 1/4X 2-1/4"ELCO OR ITW CONCRETE SCREW STEEL J 1/4 X 3-3/4 ELCO OR ITW CONCRETE SCREW STEEL 19 WPM K #9 X 2-1/2"PFH WOOD SCREW STEEL a L #10 X 2-1/2"PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4X 4 HINGE.097'THK. STEEL 2.20°— 10 #10 X 3/4PFH WOOD SCREW(HINGE TO F STEEL 11 #10 X I"PFH WOOD SCREW STEEL 12 #10 X 13/4 PFH WOOD SCREW STEEL 15 LATEX CAULK LATEX �- 4.625' 19 HEADER JAMB PINE,S -0.42 WOOF — 20 SIDE JAMB(PINE,SG>-0.421 WOOD 22 OUTSWING SIDEUTE SPACER PVC �_�1M FACE iHRRSFioID OW PROFBr= 26 3/4 THK.PRESURE TREATED SIDELITE PAD WOOD 27 LATCH STRIKE PLATE STEEL •00000 28 DEADBOLT PLATE STEEL 5 75 �� 0000 32 DOOR BOTTOM SWEEP PVC '�, • • • 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR DETAILS l •••• • 50 SIDEUTE PANEL-SEE SIDEUTE PANEL DETAILS SHEET FOR DETAILS - 55 2X MULLION REINFORCEMENT JSG>= WOOD r',' •3 • i 70 BUMP FACE THRESHOLD LOW PROFILE ALUMIWOOD Goes •••• ' • 71 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM/COMP • • • 72 HIGH WATER DAM THRESHOLD ALUM/WOODn_SELF-A iuSTING SADDAE TNREHOLD • • ••: • •••••• • 4.60"MIN. • i • • •• 2.12"--�I � T— ••• • •••• 6e i� •• • N,-Z L 1jo are 513170 sr, & N.T.S. Bwa Br: JK • 22 Spacer ��IGH WATER DAM iNRESNOLD pix•BY. LFS ; DRWM No.: a' FL-13702.1 SHEET.-11- .0E 11 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry e C P.O.Box 230 Whim.FL 33593 Phoft 913.659.9197 Florida Board of Profemional Engineers Certificate of Authorization No.9813 atuation. Re i' T"I-13709.1 Date: Iricillua,ty 20151 Product Cat o Sub Category Manufacturer Product Name Swinging Therma Tru Corporation 'Premium Senn-Profiles'&'Construction Series-Tradlf oW Exterior Exterior Door 118 industrial Dr. Opaque Steil Door wi or wio Sldel tes Doors Assemblies Edgerton,OH 43517 'Impact-Door&-Non-Impact'Sidelites Phone 4192MI740 Inswing I outswin Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.for Therrna Tru Corporation based on Rule Chapter No.61 G20-3,Methal 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements Including the-High Velocity Hurricane Zone-(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3.When used in the-HVHZ the opaque door complies with Section 1626 of the Florida Building Code and dew not require an impact resistant covering.The non-impact sidelite must be protected with an impact resistant covering complying with Section 1626 of the FBC. 4.When used in areas outside of the'HVHZ'requiring wind bome debris protection,the opaque door complies with FBC Section 1609.12 and does not require an impact resistant covering.The opaque door meets missile level"D-and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Section 1609.1.2.2 The non-impact sidelites must be protected with an impact resistant covering complying with FBC Section 1609.12. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6.Site conditions that deviate from the details of drawing FL-13702.1 require further engineering analysis by a licensed engineer or registered architect. 7.Outswing configurations using coastal sill item#72 under active doors and all sills used under sidelftes meet water infiltration requirements for'HVHZ'. 8. Inswing configurations and outswing configurations using item#70&#71 do not meet the water infiltration requirements for the'HVHZ Inswing units shall be Installed(in the'HVHZ-)only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. When used in the-HVHZ",steel must be protected as specified In FBC Section 2222.6. 10.See drawing FL-13702.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed bvby ETC 01-741-11210.0 TAS 201,202,and 203-94 ETC Laboratories Mark D.Passero,P.E TEL 06-1031-4 TAS 201,202,and 203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. 15427-107362 ASTM E84-00a Omega Point Labs. John W.Dougherty,P.E. 3150148SAT-001 ASTM D 1929-96(2001) Intertek Testing Services Servando Reomo 2. Drawing No. Prepared by Signed&Sealed by No.FL-13702.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Caiculatlorte Prepared by Signed&Sealed by Anchoring tIW gtaildin C•ornsuitants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E 1300 Glass Load Lyndon .Sr�.F�nroii,P.r. �" 4. Quality Assurance • •• • • • . ••. Z Certificate of Participation IsAft*"aticAS Actredltallortand Management Institute,certifying that Themta Tru Corporation is manufacturing products=- within a quality assurance jogrW that c Umplies with ISOflEC 17020 and Guide 53. : : ; • ••• �: ••• Lyndon F.Schmidt,RE • •• • • • •• • • FL PE No.43409 •• • 000 • • 1/26/2015 1of9 • •• •• • • • •• •• ••• • • • ••• • •