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WS-16-2358 P hit N Miami Shores Village PPermit. "tjC �hit1 �a 10050 N.E.2nd Avenue NE it Ir1lQ*Ua04 10ce�ltit nm� Miami Shores,FL 33138-0000 P r ►rt,-Status APPROVED p Phone: (305)795-2204 °1°A Expiration: 05/13/2017 Issue l'1ate:11/14120fiS p� 3 Project Address Parcel Number Applicant 133 NE 103 Street 1121360130820 Miami Shores, FL 33138-2328 Block: Lot: BRYANT GROSSO Owner Information Address Phone Cell BRYANT GROSSO 133 NE 103 Street MIAMI SHORES FL 33138- .,. 133 NE 103 Street MIAMI SHORES FL Contractor(s) Phone Cell Phone Valuation: $ 850.00 HOME OWNER Total Sq Feet: 0 Type of Work:REPLACING DOOR WITH NEW,OUTSWING Available Inspections: No of Openings:1 Inspection Type: Additional Info:REPLACING DOOR WITH NEW,OUTSWING Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Review Building I ] I A Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# WS-8-16-61076 DBPR Fee $2.00 11/14/2016 Credit Card $ 129.60 $0.00 DCA Fee $2.00 Education Surcharge $0.20 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $129.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume respons' ility for ork done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC PLUMBIN ,M C WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I ify th all t f oing ' mation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin therm e,I iz above-named contractor to do the work stated. November 14,2016 Authorized Signature: w / Applicant / Contractor / Agent ate Building epa e t Copy November 14,2016 1 - ��\ Miami Shores Village - F �/• Budding Department AUA 2 3 2016 C) ,fin 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 _V` Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ��'� \ FBC 2019 BUILDING Master Permit No.WS 16—`_3 5B PERMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 13� �` 1O3 Sr City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I 1 " -.I UO - 0I 3 ®0 W Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 5F=V #,J-r lSt®sso Phone#: SOS'(®i 9 , Address: I'b h),E 103 Sri City: "I A 3AM �� State: 1-L, Zip: 3 313rj Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: tL"` Wr')M_ Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 860 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: QiFj?C-pC-1 PJ& oiz T-)ooaS UJ ITIA Ct)xSLUji%i !9Eg[&A 5,S ��1., w ti��T �t�►SS Specify color of color thru tile: Submittal Fee$ ri. Permit Fee$ 0 CCF$ O • CO/CC$ Scanning Fee$ 9 Radon Fee$ 2•Q DBPR$ 2• Notary$ Technology Fee$ 0 �� Training/Education Fee$ n• 2-C) Double Fee$0 Structural Reviews$ Bond$ TOTAL FEE NOW DUE$�2� • 6(3 (Revised02/24/2014) t 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, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs leven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not approve einspection fee will be charged. Signature Signature OtinowledgedAGENT CONTRACTOR The foregoing i strument before me this The foregoing instrument was acknowledged before me this Z_J 4 day of hnus-- 20 'G by day of .20 , by bVg0"V G -GIrOSS0 ,who is personally known to who is personally known to me or who has produced Dr;vp m Ll Ckn__t as me or who has produced as identification and who did tak an oath. identification and who did take an oath. NOTARY PU IC: NOTARY PUBLIC: � 1 Sign: uk-�b Sign: Print: %Joy'adu Pr ® Print: Sea kY¢y, YAWY PRIEM Seal: AM�= MY COMMISSION#FF 214031 ._ :;€ EXPIRES:March 25,2019 Bonded Thru Nol"Public UnderydbT; to L APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ,5�!O 3 yMiami Shores Village a Rsss p,,, Building Department 10050 N.E.2nd Avenue `p rimOk � Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: ADDRESS: 133 O;e 103 Sr 41Al 11 5k"440 ELz, -331-36 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial- 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial_ 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial– W 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial a 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial_ B. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial_ 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. 14 Initial_ 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 103 SY J`Mg c;e5 Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this ro day of PrQ!9%09* , 20 lk By who was personally known tome or who has Producthere Lice o �6e r ct�� s identification. XAW. MY CAMMISSION#YANADY E F0214d31 W NOTARY I �; EXPIRES:March 25,2019 .;,;� Bonded Thru Wtery Public Undetwdtere BRYANT GROSSO 133 N.E. 103 ST. MIAMI SHORES, FL. 33138 FOLIO: 11-2136-013-0820 .000.0 6 . ---o:- 09 0 . . e .006.6 . - • • • - 690:9. 00000 . .6.606 G 0000.. • _ Goes . e .... 006 066.. 60000 00 . . e 6e 6. .s 6o see s• e .00.00 . 0 . . . 6 09.6:0 0000.. . . 0000. .s a .see . e WINDOW] WINDOW %'FYI O 0 GARAGE DOOR m (As tG -23 6(9 1 RECEIVE® s T t o C-,d 1-WICE N FH All FEUERai. NOY 0 3 2016 i f L L`S r. Cal 1 LATI O rF-J t BRYANT GROSSO 133 N.E. 103 ST. MIAMI SHORES, FL. 33138 FOLIO: 11-2136-013-0820 0000.. 0000.. 0000.. .. ... . 000000 . 0000 . . . 0000.. 0000 0000 . . - � • • - .... 0000 0000. 0000.. . 0000. . . • - - � 0000 0000 0000.. 0000.. 00 . . . 0 0000.. .0000. 0 . . 0 . . 0000.. .. . .0.. . 00 0 0 . • x f i •c.. 00,00.�. REAR OF HOME . ... . . ... • % .. . . . % .. . _.. . . . . . . . . . . ... . . . . ... .CDASUltanft int. .. . . . . . . ... ... 0*0 0.0 ... . Project# VS-7/6p/ Calculations Prepar'e'd Fc :.'. :'. :" ." ... : : :.. ..' Bryant Gr®ea® 133 ISE 103 St. Miami Shores FI. 33136 Project: 133 NE 103 St. Miami Shores FI. 33136 Subject: WIND PRESSURE RATING FOR TWO IMPACT DOORS PER FLORIDA BUILDING CODE 2014 AND ASCE 7-10 SECTION 1620 HVHZ REQUIREMENTS Engineer's Seal Valid For Pages througtf ENSA, No. 55326 `�� °• '��ORI a Jorge A. Pom ntz, P.E. FL Lic.#55326 ING Consultants, Inc. Cert.Auth.#27242 8865 W.Sunrise Blvd.,PLANTATION,FL 33322 PHONE: 954-394-8521 FAX: 954-583-5197 INGCONSULTANTS@YAHOO.COM �'= � C9.nstlt#AfYE� �� i.-_•_a• • + � i -•- — .-- - - •-- 07. ... .. SHEET^ OF JOB 11 .. .. .. . . . . . . . . .. ... ... . . ... . Florida Buildingftc e ••• �Pp1* StF td. . ••• . . • + •• . Components 9 tladdfng MOM Lo'll•C.a+i?culator (Based on Chapter 30 of ASCE 7--10) Input Description Value mer Exposure Category: C Enclosure Type: Enclosed Basic Wind Speed,V= 175 mph Ka= -0:85 Parapet Height= 0.0 ft(optional) Default Zone: 4' Roof Type: Hip Roof Pitch= 3 :12 14.04 degrees Mean Roof Height,h = 15 ft Default Unit Elev,z= ft Min Bldg Dim, C = 30 ft ;End Zone(a)=3 ft Span(in) FKey Elev.,z(ft) Mark ' `Wi dth(in) Height (in) Zane Area{sgft} Adj.v(ft) K z t�z 1 15.0 DOOR 36.0 80.4 4 20.0 15.0 0.85 56.57 2 15.0 DOOR ' 36.0 80.0 5 20.0 15.0 0.85 56.57 Zone GC_p+ ' GC_p- Wind Pressq-41.64 �vT 4 0.95 -1.05 +38.25 5 0.95 -1.29 +38.25-AlfM,4TPW 4:rM PLt'-t DA BUILD,QDDE ("QCT. "�e,4-L fL* icg75.I <+5S.O 55, PsF ul: ODL PEP- pL0etDA .BVII.j),ciciVE A-PP FL# (4935,3 Z 65,o 65,O PSF OK `N4/0 T�+t1 SPS AEE: C.'N 2 LA, �(5xU ►TE. `Pb .$t USso tat 4 v� J Z 8865 W. Sunrise Blvd-Plantation, FL 33322-Ph6ne:(954)394-8521-Fax: (954)583-5197 ingr-onsultants@yahoo.e©m .. .. . . . .. .. . •• •• • • • •• • 11;lb M4L -%MY(134flE 1®.3 WUnt.•1 /1 �� T77 N/l!7�2n0 NA VZPP2M�SUfW 50.+D py{�Q� p/�®®q /y �a [y��a 81dRUCYIAo. TP9 •9 8p107� >DFLB04pp• JjP 7 ,lB#RRA & 6° SSOC.rINC. PNf.(7•S/207-041 • • • • • • • ORiWNBN ••• • • • • •• LQND$URVL7YOR$ BNddYKa��Of,_p, _SSCO.w off NO r1P TORO• 030 8O'28�" I NOCtP iDH' 97m 6 w.F i THE NCM Lee fi45T 29FECT BAO Cam LOT_y OF l0T•10 B1.OLX-17]� OLCCK-,27 i l LOT-17 LOT-18 i LOP-1• LOT-7O BLOCK122 :.DEq BLOC[-122 . BLOO.K-1 BLOCK.122 B�CGX c'Z T GD.w. i r4 NV OO DECK i A � `B "W w T UNE i 90L0' ONE STORY lOT./@ FCw,F RE$••f33 x i ON Fi y �0 q Q 11.09' 9.9S u 9&t1S° i � 1► �l�' _2c V. '1@ 90UtM LC�Y LOt.18 �4 / A. � � 'cow_ vo C4n T.Lr lm r.ir,:r _ NO ua now S CONC SWA '®Cl 4t L'� 7200- m 74503 TtiTtN4U�_ � i1ETt'eN O N. E. 143rd STREET uwr OF PLAT 6N['gOACNJib.�i.WT6S: ws..m+ter dn.c.o�..+n.,nnoc sem.s..,rw7rw w�+r lw4rd.v.6.Mawr.T7e86T BJm Ivo/vA,.seeM.*P.on�tm.+d7doms x.ee!eu+mnenar aw�9.s.4jrn PPos®a el•n rrme ton• Tbw.w.w.r.....ew.R•wN.i n w rwa.e<ew4.w.m........m a«..,.. ..r srhn a,m,.Y.-a�--.eAw.n,vaT✓Iel.-a.-r�mARmn{rywA.M•4,n<b,wlfr!•.a.,.n u.wnpo�. 6'1A /r--y_ -WE A,,60W IV17W Zb e L=19770A/ • • • • • • • • • • • • ••• • • • • ••• R WANT GROSSO 133 N.4 W3 SL MM SNORE.FL 33M GGGMrYV3aGNAa.COM •• w• • • • •• FR.NT DOOR TO BE REPLACED • • • • • • • • •• Soo 0 • • • ••• ••• • •• ••• •• • • • • •• • • • • • • OGG lul a ❑ e REAR DOCQ TO 6E REPLACED ` ��Vy � I�HmERMANTRU* T►"tE� Q DOORS I ilea =R� ®❑OR 1 113 INDUSTRIAL DR., EDGERTON, OH 43517 3FRAMEWIDIM "'SMOOTH STAR" "'FIBER CLASSIC", Pma "CLASSIC r rrl C ASSIC CRAFT` & CLASSIC CRAFT RUSTICa NBERGLASS GLAZED DOOR � �� t-zt INSWING/4UTSW►MG f g "IMPACT` G94ERAl colts 1. lhtsproduct los been evaluated and Is In co nprance with the Sth 60m{2014)RxWo eutk M Code PC)struct+aat few-emenis Inclxft thewall velocity"icane 2oW Imo. • • � Z Product anchors shall be as listed and spaced as shown ondeta h Aro tar V to bm /�, • • •••• ,� maWaf shat be beyond wall&es*V or stucco. 0 • • • 8+ 3. Men used In the WW ft product complies,with Section 1626 of the FWdo kWM Code and does � � •••••• i•••i § not require an Impact resistant covednj. � •••i•• • 4. When used in areae outside of fflellWWregulrkgwind borne debut polectlan product comps 16 • whh SecEon 1609.13 of the FBC arra does not tetlutre an knpact►®4Gsfont CovBrhg.ft product mm 000000••••• •••• � •• n*ft levet`W and Includes Wind Zone 4 a defined In ASPM El 996 and Section 1609.13.2 of the FOC. // •••••• • 1 • • • • • g, For 2x stud ftarrring corrstnuctilm onchaft of these units shall be ft same as that simwn fa'2K tock •• •• •• • `" • masonry consfirclka 6. S'de conditions Drat deviate from#te details of#tis •••••• • • e9awin9 tecptle turthet erg analysis by a i • : • • �� • licensed erngkwm or registwed omtftd 0*000 ~ 7. Outwft configurations using coastal sir Item#31 ceder active clanks meet waterirfSiration • • • • •• • •••• 4 regtrifements fa'%ivtf2'. •••• 8. Ir%ftconftM0110ruand Wh-A*Vc0n11Vwc> trAVSMits#18,#h4,#IS,#h6.#34&#37 under the akar do not meet the waW infiltrationregr&emw*for Me WHr and dw#belutared only In F� � non-hobffabfe gear or at t obkbte locations protected by an overhang or canopy such that the angle between ft edge of canopy orove hong to strlxless than 45 degrees. ~a UNE W CON1E9ttt POW SHWO DESCRL"m StW# DOCOPlfON SIr RA 1? NPRE#SpRE'[FSFj. `v^ & I elevations. prewes& notes 7 vertu cross sections Odor S61?lY fj E 11b! ecu c 6125108 2 detaft& detail Sfax) 8 Burk 2X tock naso caratnrctkNLif3A n K . , OSf{!V ° ? 3 O t details RZ Cksac 9 Fran* 1Xbuck mmomycor iNS6WNG 87.78"x82 1" +55.0 -55.0 oma.sr. JK • 4 Door details Craft 10 Companertts ew er: LF'S $ Door panel delars(Classic Craft Rustle i i BNof materkts aaawmw e%: OUTSWtNG 37.7ff x 80.62" +55.0 -55.Q 6 Hwlzord d cross sectionsFL-10978,r o N SAtEET t QS-LI @� 24.58"MAX. 47 39 4 3 2 39 ° . D.L.O. INTERIOR ._aim_ 44 'I ; J ONN. ••/*till�`` Onmz° 46 Ute.: 0 ,35 tp 2m�U 49 EXTERIOR GI 1 0 2 1 HORIZONTAL CROSS SECTION V g W / o a o � � � � � � � f�i.sa•--I �— ¢s Jag ETAILA-A � � • •1• X11.1 m DOOR PANEL � L S�OOth C 000 i_- P 1 ••••• = m � �p • � O GT a o K HINGE STELE P L BOTTOM RARL a7 LOCK STIlE • •.I EXTERIOR • •INTERIQR••• m • •1• • m •• u i/7' � 1111• a � •• T GLASS BITE »1JJJ 1 • N 1• U CELLULAR GLASS • • w m •f� GLAZING ••••• v TAPE I/8°TEMPERED • • _ T EXTERIOR r-GLASS • • 96:0 o 5 • AIR SPACE • w w 5/37'ANNEALED o o GLASS >j i T DLA.MAX. 0 SFL PVB 39 N N F W INTERIOR 0000 000 DOW 995 Z l/8^ANNEALED OR \ GLASS 0 O SfKA 552 —SWIGGLE GLAZING 39 %OPEN SPACER 2 " Dort.BY: JK m' DtTA1LA•A GI GLAZING DETAIL cNK.BY., LFS Ponel reinforcement VERTICAL CROSS SECi10N Ow.YnNG No.: 2 FL-10975.1 @°o o SKEET _L OF 11 of 24.58"MAX. .` : v��i D.LO. 39 3 4 2 so.. 39 = M 2 57 INTERIOR 54 i ''iii •'•........••'�f/��� A j to to In 619,00 9 Z$Z V EXTERIORN N g *m 51m\\aaa o 0 35 3 G1 1 2 fW c� 1 1101MOMAL CROSS SECTION 3 g tic, i I � ..... �Ln DETAIL A-A : . • • m •• • :009:t R ANw o • $qt FiberclosdEL c K •••••• • o m ••• ^ P.) f GESfllE 57 tOCKSiIIE EXTERIOR INTE*KWO•• • 0) a g •pt•f• •f f•• "Yi rN Vr m P 1.54' I►--1.54- •• •• •• • o o f 00 00 0 • C U �� • ••f•• FOU (n •• • f••f • • ~ U S� TOP RAIL SS ROTfOM RAIL •• 7 DIA.MAX. i z \\^W = 0000 O O z M N^Z LOi 39 28MOPEN Dnp: 6125108 z AREA MAX SME: N.T.S. DETAIL A-A DWO.sv: JK m Panel reinforcement CHK.BY: EFS ; 2 VERTICAL CROSS SECTION DRAWWG NO, � 0 3 FL-10975.1 0 SHEET 3 or 11 P 24.56"Max. 3 4,0 , O.L.O. 39 INTERIOR x;:,,r' .. 62 * f.,gsu- q 4b ?"D 4F.35 � m .� AM / 111� �• « UNyZ EXTERIOR ° 6139 35 1 ro �' 'm°aa o N v 0 35 G1 1 2g$ vui a° p ! 1 HORIZONTAL CROSS SECNON i 4 3RIZ 0 � d 4o 1.49 ^ 1.47' ►{ �v 01 d 0000• N� g •�• ..S1J'i:• • • • �ij • J G4 t. DETAIL A-A 4%i �<<,: E •••• i • • .. �� • v DOORPANEt 000.0• i0.00= m i•i Classk crab K TOP RAIL ds eoTrona Raft EXTERIOR IMTER" • • at - • _ 11"P.) � � 0000 •000 • • • »>?n 1 0000 • V � • •• •• • a • 1.44"� 4.10 �{ o o • "�I r s• • N� T 7 4 • • W �• 0000• o y O �+ • 0000 o O�� HINGESiRE 67 LOCKSi1LE 61 z 7'DIA.MAX. N e 0000 000 3S MN�� m Z OOMN Z C) DAM 6125108 z 39 28.86%OPEN _ AREA MAX, 2 DWG.BY: N JK m' .,. DEMI A-A anc.BY-. LFS 3 Panel reinforcement 2 VEIMCAL CROSS SECTION OF^W=NO.: 4 FL-10975.1 on 9@ET 4 oF 11 1° 24.56°MAX. 39 2 4 3 0. �►s 0 D.1-0. 72 x/ _ n Y�jy M INTERIOR 39 5 � � a ��; z •;y�'d umM n - •. >'Eft n OD Zq p EXTERIOR nom` `u g o m o a m 46 71 a m a a`. ° 1 1 Gl 35 2 z° 1 HORIZONTAL CROSS SECTION i o acn owC-,`r ••e•• wN w °� DETAIL A-A i ••• • a -� o ••••• Pstic K 1.49" —44 _•••••••••• •• •• aUm O P.) oEXTERIOR •'• a � • G1 • • m • € ^ 75 RO M RAI[ Ills • a m O 4 F • v� T DIA.MAX. •••• a a 4.10"— �{ RM 71 » z y O lz O OOO N m G:9 O O M N O Q F ' •"1 n 0 39 ARE� L N Z u 6/25/08 DEfAII A-A � TOP RAIL �ZkINGE AND LOCK STfIE 75 scnLe: F Panel reinforcement DWG BY. JK m CHK.BY: LFS 3 2 VERTICAL CROSS SECTION mrawwG NO, 00'§ FL-10975.1 0 sxcEr — O 1/��i 7 7 INTERIOR so 60 10 40 70 H z d2 uFi o /� 10 ° ° •. �� .g a n i ••AAAA �Lg�� m n v a oI 21 ° N to jmc°w N aa maaln 1 2 \Vfl oz 6 0 6 ° aW 3 7 17 6 EXTERIOR 181 ° - o •eee•• E •••••* 0 oma,• t0 goe• D C A �•i•• • '='S w s�i•• co + 3 4 5 E •••e ••e••: m o K 7 7 7 1-1/4 M1N. L ••• . •••• ••• EMs.(tYP.) S . o C 50 60 3 HORIZONTAL CROSS SECTION °' ! •• • a ••• 27 `6�Shownw/iXwb4.k 9 10 • •• •• •• Y •• 40 70 • • i•e• • o INTERIOR INTERIOR L 10 • • • 4• • c ••e••• 2- 1 z 10, za • • • 0� •• • 4+ou O o j ' • N N� L.1 ii 00 S Q' < 7 ° U EXTERIOR EXTERIOR o o � a 50 60 Iz. 40 70 m Z �CSINK CSINK�1I DATE: 6/25/08 Z (PYP.) [ •) C SCALE: N.T.S. 9 2 1-1/4MIN. B B owc.BY: JK m EMS.(M.) 1 HORIZONTAL CROSS SECTION r HORIZONTAL CROSS SECTION E CHK.BY: LFS 3 6 in�sw�inngg configurotbn shown 6 I conflgurafion shown 1-1/4"MIN. oanwHc Ho.: Outswin9 aho approved also approved EMB.(TYP.) FL-10975.1 a a SHEET 6 OF 11 "T4, n 8 ° 1. E oZv E Z m o a a 4 961W C �umsi A C za a �a maa4 50 60 o a° A Ta 40 70 50 60 8 Z- 40 70 19 / 7 L ov 7 :•••: o vs 8 : ..• :30 •••3 EXTERIOR INTERIOR EXTERIOR INTERIOR 14 18 •• • :•••: E gb' 15 34 INTERIOR EXTERIOR ••• •. • N . � it VERTICAL CROSS SECTIONz q0 70 16 37 VERTICAL CROSS SECTION •••••• • F • T Outswing configuration shown ] Shown w/IX sub buck •••• •••• W a ^ Inswing also approved °� f E 1 •••••• ••••• o m •••• 0 �d• s••••• • a ••• N INTERIOR EXTERIOR e P •••000 0•••• 40 TO ••••• d o 32 1 A*- EXTERIOR INTERIOR •••••• •••• $•Ma " W �1 VERTICAL CROSS SECTION 50 60 31 N E m� E 7 Ouhwing conflauration z— o oCe see general noses,sheet 1 40 70 v for"HVHP water infiltration W requirements m E o 8" �e = G D c !" ] Q 2 • e e ° e �N Z U onTE: 6/25/08 z 3 VERTICAL CROSS SEC110N S�VEIMCAL CROSS SECTION �° 1v.r.s. T Outswing conflguratton DWG.�' Jx m ��Inswing COnik3uration see general notes sheet i CHK.�: LFS ; see general notes,sheet 1 for water tnti otitn for'HV rnents water tnPohafion DRAFL 10 . i requirements requirements FL-10975.1 0 O SHEET 7 OF I I �{ Imo— � � r�C:' •:�1? a p TYP.HEAD — rrrr#P11i1 �` zo ro o U N•; 9 a %zo &JAMBS L TYP.HEAD f u u ag o a &JAMBS _ �pToQmd`am MASONRY _ a ONRYu: OPENING OPENING O pg E a Z ;.a p U NZ cd O K o zo FRAME :Go*: g to • Tr — *see 27 . � • •• oWA 2X BUCK 0 • � a o 2X BUCK Pn Lj LIR AMAIBOLTDETAIL • ~t� g� — p Mp •••• •••• w �` • • • U m O Y 0 YOU• — • •• 9 •••• a �" .. TYP.Sl"LL . . . o 10 • L - L m • i • '` •• 71 10 N •• • w `v o • o BUCK ANCHORING HINGEJAMB FRAMEANCHORING STRIKE JAMB N ^ w Masonry 2X buck construction HINGE DETAIL o o U CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. 9 Inswing a o N $ edge distance to mortar fofnfs. a a 2.Concrete anchorlocatfons noted as MAX.ON CENTER'must be adjusted to 10 ' zd maintain the min.edge distance to mortar fo4nts,additional concrete anchors ��C may be required to ensure the MAX.ON CENTER"cW nensfon are not exceeded. L N m a a 3.Concrete anchor table: ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE N n z TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT 10 EDGE ANCHOR \ DATE: 6/25/08ITW i TAPCON® 1/4" 1.1/4" 2° 4° t l scaE: N.T.S. 2 ELCOv Dan.e,': JK m' ~ ULTRACON 1/4" 1.1/4' 1° C cHx.er: LFS 3 WOOD SCREW INSTALLATION NOTES: DRAwwa No 1.Maintain a mk*num 5/8'edge distance,1"end distance,&1"o.c.spacing of HINGE DETAIL FL-10975.1 0 ws wood screto prevent the spf<tft of wood. Outswing D sHEET $ OF I I id ? :' '= I . x \\ N M) TYP.HEAD& N E ` v JAMBS "' 5 °c 0 O N m a. MASONRY p m� OPENING g� $ D z a Y G • • O @p FRAME N-4 � 0 ••••• o °' • • • mo • I�I fL 0 �� • sy � �=F7• 1 X BUCK F o LATCH d DEADBOLT DETAIL••f **o: •� TYP.SILL H 666 • • ••• • • • • _ 10 •• L • tl a°; I 10 •• 10 • UU • • V 'u •�a e�c bH •• • L •••• N • • z HINGEJAMB FRAMEANCHORING STRIKEJAMB •• P o�' N Masonry I buck construction it—y V) HINGE DETAIL o o CONCRETEANCHORNOTES: Inswing 1.Concrete anchor locations at the comers may be adjusted to maintain the min. 4 ¢ y g edge distance to mortar Joints. a a a 2 Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to ki Po maintain the min:edge distance to mortar joints additional concrete anchors 10 may be requked to ensure the MAX.ON CENTER"d1manslon are not exceeded. L .B 3.Concrete anchor table: +Spi.F$f Cly AN H431t IH1A1 N1tM,Ci AR/fiVCE'JNtCI C1E1RANGt FI 10 ^a m E tMbME[tC TOtiIASOFlRY fi3Ai3iACENT;; •� Ri ii 'Eroa^z n° EDGE ItNClttlk 6/25 08 i T CON® 1/4° 1-1/4° r 4° 10 sckc* N.T.S. 9 ELCO mvc BY., JK m' F 1/4° 1.1/4" 1° 4° ULTRACON ass,BY: LFS 3 WOOD SCREW INSTALLATION NOTES: DRAWING No.: ¢ 1.Maintain a minimum 5/8"edge distance,Vend distance,&i"o.c.spacing of HINGE DEWL wood screws to prevent the splitting of wood. Outswtng FL-10975.1 'a B SHEET9 or 11 L° d 5.83" 5n ��0: �- Uhf 236" 5.75* 2.371.68° R D.'m 00 Oj. �.Ymro Pv OZ OD ZO ® o v x Z d 18 OUMMUGbreak SM /,1 OUTSWMG THRESHOLD INSWING THRESHOLD E an Sao o 'a co substrate Shad substrate N `�n 5 R i D' maaT 6 E o z (� 4.56" 583° 3 a v 1 F_2W I 583" 2.3T� 1.68° • • o • • • •.lm• I i � •• • • • KN a OUI8WING THRESHOLD •••••• • w w 0 �1OUISWINGTHRESHOLD /11NSWINGTHRESHOLD •.ai• Coastal Hardwood sR Apd��usf with •••. ••.• O a S standard substrate Fuif wbsirate . • • 5.83° •...•• • a �i.. ti 4W 5.83" • • • • 4. $ 237" 1,68° •• •• •• • 236° >s " :06:0: • • v •..• Woj ZO ti O U N 1 OUISWING THRESHOLD ��OUTSWING THRESHOLDINSWING THRESHOLD o o g w Standard bshate Standard subsWe w u 5.75' »ae i kw 4.56" 2 p DATE: 6/25/08 z a ham—2.36' 1 smIt N.T.S. OUTSWING 1NRFSHOLD 19 20 HEAD d SIDE SWEEP DWG.B'-. JK m �• SeHa 9 �-- cxx.BY. LFS ORAWNG NO.: FL-10975.1 n SHEET _1p OF 1 1 ' s BILL OF MATERIALS �� * BILL OF MATERIALS ��� ,.I ,TA ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL V:'•••• •'' : A 1 X BUCK SG>=0.55 WOOD 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT FIBER CLASSIC FIBERGLASS BUCK SG>_0.55 WOOD 51 FIBER CLASSIC DOOR SKIN.065'MINIMUM THK.FIBERGLASS FIBCERGLASS OMP * �Z n C MAX.1/4"SHIM SPACE 52 TOP RAIL O1 D 1/4"X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 54 HINGE STILE LVL/WOOD :V' ° �� z E MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACICONCRETE 55 BOTTOM RAIL COMP. �'���••''•••...•••' ��` i s m 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 57 LOCK STILE LVL/WOOD ����� * ����� H m o F 1/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT CLASSIC CRAFT FIBERGLASS G 3/16"X 3-1/47 PFH ITW CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN.090"MINIMUM THK.FIBERGLASS FIBERGLASS ' 0 x Z 4 H 1/4'x 3-1/d"PFH ITW CONCRETE SCREW STEEL 62 TOP RAILCOMP. 1 2 1 w I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD a a J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 65 BOTTOM RAIL K #8 X 2-1/T'PFH WOOD SCREW STEEL 67 LOCK STILE LVL/WOOD Z L #10 X 2-1/2"PFH WOOD SCREW STEEL 70 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT CLASSIC CRAFT RUSTIC FIBERGLASS a 1 EXTERIOR LTTE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN.096"MINIMUM THK.FIBERGLASS FIBERGLASS 2 INTERIOR LITE FRAME ALUM. 72 TOP RAIL COMP. 3 LTTE FRAME TRIM PVC 75 BOTTOM RAIL COMP. i•••i o 4 #10 X 1-1/2"PFH SM SCREW STEEL 77 HINGE AND LOCK STILE WOOD • ••• • o • s 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM so 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM w 9 4'X 4"HINGE.097'THK. STEELcc••• •• • y m • 10 #10 X 3/4"PFH WOOD SCREW HINGE TO FRAME STEEL •••••• • • 14 THRESHOLD OUTSWING-SELF ADJUST ALUM./COMP. 00000 •••• � 15 THRESHOLD OUTSWING-5-3/4"COMPOSITE SILL ALUMJCOMP. ••••• ••••• �) m 16 THRESHOLD OUTSWING-5-3/4"COMPOSITE SILL ALUM./COMP. o • 17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL i •i •• • o ••• 18 THRESHOLD OUTSWING 5-3/4"THERMAL BREAK SILL ALUM./WOOD • '• • • >>; • 19 HEADER JAMB SG>=0.42 WOOD •••••• • 20 SIDE JAMB SG>=0.42 WOOD i • i • • �' •i 1 KWIKSET DEADBOLTNATURE SERIES 980) ---S-T-EEL- LATCH STRIKE PLATETE o • • o •• ZB DEADBULT PLATE STEEL •• • •s•• a 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD • • N •• Q�oU O 32 DOOR BOTTOM SWEEP PVC N y 33 INSWING ADJUSTABLE THRESHOLD-STANDARD SUBSTRATE ALUM./COMP. oo � 34 OUTSWING THRESHOLD-5-3/4"HARDWOOD SILL ALUM./WOOD v 35 7116'X I/2"STAPLE STEEL y a 36 INSWING THRESHOLD-FIXED STANDARD SUBSTRATE ALUM./COMP. a a z 37 OUTSWING THRESHOLD ALUM./COMP. - 38 INSWING ADJUSTABLE THRESHOLD-FULL SUBSTRATE ALUM./COMP. a 39 PANEL REINFORCEMENT 0.023"THK. STEEL n N o lV m 40 FIBERGLASS DOOR PANEL W STEEL REINFORCEMENT SMOOTH STAR] FIBERGLASS z 44 HINGE STILE WOOD "s a^z nc 45 BOTTOM RAIL COMP. BAre 6/25/08 i 46 INSULATING FOAM CORE POLYURETHANE scot£: N.T.S. 9 e 47 LOCK STILE LVL/WOOD DM BY: JK m 48 TOP RAIL COMP. crus.BY: LFS 49 SMOOTHSTAR DOOR SKIN.070"MINIMUM THK.FIBERGLASS FIBERGLASS auwwc no.: rc NOTE:WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42) FL-10975.t m°o Sxw 11 OF 11 ro 11/3(2016 Florida Building Code Online BCIS Home Log In User Registration H%t Topic Subm%Suga&yg Stab&Fad& Publications FBC Staff BCIS Site Map Unks Search •• •• • • • •• • luff • • • • • • • • •• Product Approval • • • • • • • • • USER:Public User 900 ••• • • ••• • F4 vzx Product Approval Menu>Applhation Detail •• • • • :0. • ••• •• day • ••• • • • • •• • Application Type •• • • • Retiston•• •• Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, 01-143517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging 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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL10975 R5 COI Certificate Of Independence,Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10975 R5 Eauiv OF STANDARDS.oddf, httpJ/floridandlcing.org/pr/pr app o.aspx?param=wGEVXQwtDgvihT9G9wJlk%21hiesUoKtJgUOJiamOp/o2bhaaDO%2bvgFNhgLCg%3d%3d 1/4 11/3/2016 Florida Building Code Online Sections from the Code • • • • • • • • • • • • ••• • • • • ••• Product Approval Method �: .: : :let0d 1,Option d• ••• ••• • • ••• • Date Submitted 02/02/2015 Date Validated 02/03/2015 Date Pending FBC Approval A2:ft2d1tj' ." Date Approved • : : i b4s:)4:142(:1t '• Date Revised •• : : *.*10;13;2(U. •• SummarV of Products FL# Model,Number or Name Description 10975.1 a. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door- (X)Inswing or "ClassicCraft"or"ClassicCraft Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL10975 R5 II Inst 10975.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.1 for Design Pressure Ratings by FL10975 R5 AE Eval 10975.1.odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.2 b. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door with Sidelite- (OX "ClassicCraft"or"ClassicCraft or XO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use In HVHZ:Yes F1,10975 R5 II Inst 10975.2.p_df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.2 for Design Pressure Ratings by FL10975 R5 AE Eval 10975.2.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas Inside the HVHZ) 10975.3 c. "FlberClasslc", "SmoothStar", 6'8"Impact"Glazed Flberglass Single Door with Sidelites - "ClassicCraft"or"ClassicCraft (OXO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL10975 R5 II Inst 10975.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.3 for Design Pressure Ratings by FL10975 R5 AE Eval 10975.3.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas Inside the HVHZ) 10975.4 d. "FiberClassic", "SmoothStar", 68"Impact"Glazed Fiberglass Double Door-(XX)Inswing or "ClassicCraft"or"ClassicCraft Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use In HVHZ:Yes FU0975 R5 II Inst 10975.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports II Other:See INST 10975.4 for Design Pressure Ratings by F1-10975 R5 AE Eval 10975.4.odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) • 10975.5 e. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Double Door with Sidelites- "ClassicCraft"or"ClassicCraft (OXXO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL10975 R5 II Inst 10975.5.pdf htlpJlt>oridabuilding.org/pr/pr a _O.a.5px7param=wGEVXQwtDgvihT9G9wJlk%2th1esUoKUgUOJiamO%2bttaDO%2bvgFNhgLCg%3d%3d 214 .11/312016 Fla•ida Building Code Online • Approved for use outside HVHZ:Yqs . ... . . NeWggd By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes •• •• • • • •• 1 Created by Independent Third Party: Yes Design Pressure: N/A : : : :•: : • dval4ation Reports Other:See INST 10975.5 for Design pressore 1ctints py: :t *jS R5 AE Eval 10975.5.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) • • • ••• • •0 •• •• • • • • 10975.6 f. "FiberClassic",•"Smooth9tar", • 6'8"Impact"Glazed Fiberglass Single Door utilizing Hoppe "ClassicCjt"4r;Classl roaft•.• 40419 Ifoint lock-Inswing or Outswing configuration (X) Rustic" Limits of Use Installation Instructions Approved for use In HVHZ:Yes ." ; ; .'. ;'. ; TI-MA115 R5 II Inst 10975.6.odf Approved for use outside HVHZ:Yes* :•• • • • • • Verifigd By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes : : : : : : • : Created by Independent Third Party: Yes Design Pressure:N/A '• ' • • ' ' • f'?vef idation Reports Other:See INST 10975.6 for Design Pressure Ratings by FL10975 R5 AE Eval 10975.6.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas Inside the HVHZ) 10975.7 g. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door with sidelite "ClassicCraft"or"ClassicCraft utilizing Hoppe Multi Point lock-Inswing or Outswing Rustic" configuration (OX or XO) LlmIts of Use Installation Instructions Approved for use In HVHZ:Yes FL10975 R5 II Inst 10975.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.7 for Design Pressure Ratings by FL10975 R5 AE Eval 10975.7.odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas Inside the HVHZ) 10975.8 h. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door with sidelites "ClassicCraft"or"ClassicCraft utilizing Hoppe Multi Point lock-Inswing or Outswing Rustic" configuration(OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FU0975 R5 II Inst 10975.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes i Design Pressure:N/A Evaluation Reports Other:See INST 10975.8 for Design Pressure Ratings by FL10975 R5 AE Eval 10975.8.udf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.9 1. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Double Door utilizing Hoppe "ClassicCraft"or"ClassicCraft Multi Point lock-Inswing or Outswing configuration(XX) Rustic" Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL10975 R5 II Inst 10975.9.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.9 for Design Pressure Ratings by FU0975 R5 AE Eva[ 10975.9.odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.10 j. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Double Door with sidelites "ClassicCraft"or"ClasslcCraft utilizing Hoppe Multi Point lock-Inswing or Outswing Rustic" configuration(OXXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL10975 R5 II Inst 10975.10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.10 for Design Pressure Ratings by FLID975 R5 AE Eval 10975.10.pddf, specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions. (Note -ASTM E1300-98 utilized for areas inside the HVHZ) Back Fu, Contad Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 htlpJffloridabuilding.org/pr/pr app O.aspx?peram=wGEVXQwtDgvihT9G9wJlk%2fli1esUoKUgUOJiamO%2t>f�DO%2bvgFNhgLCg%3d%3d 314 411/3016 Florida Building Code Online ' The State of Florida is an AA/EEO employer*.WMj4ht%9-2gt1 Stat:of Fbuda I Nvaw Statement::Amessibility Statement::Refund Statement Under Florida law,email addresses are public rec;ds.If;u dant i•e•t your e-maipaddr ss released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the ofFlcc•by phone orgy traeltidhal mall.If you Mve any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1!2012,herWil"uAder Chilf;tel*M 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 an be made available to the public To determine If you are a licensee under Chapter 455,F.S.,please click here. •• •• • P•oductApprovY0lccepts: • • • ;° IR • ••• ••• • • ••• • Cr,W,R Card • • • • • ••• • • • • • 0 0 a 900 so httpJ/floridabuildng.org/pr/pr appO.aspn?param=wGEVXQwtDgvihT9G9wJlk%2fh1esUoKtJgUOJiamO%2bhaaDO%2bvgFNhgLCg%3da/o3d M4 0 see R W Bdirf.g C4rltarfs, Inc. B Consulting an§EngiQeeokS*vtesror thlB%iliyng industry C P.O.Box 230 Vaidoo,FL 33595 Phone 813.559.9197 Florida Board of Professional£ng o rs Certiliede of AtOoriaation No.9813 •• •• • • • •• • Product Evaluation Report 171.1-10975.1 Productr• Ca Sub Category Manufa+'ytre�•i i i i i i• .00• Product Name • 2 • as Swinging Therms Tru fl0e}toratian • • • •61rroo*ltar,Facer Classic,Classic Craft&Classic Craft Rustic Exterior Exterior Door 118 Industrial Dr. Fitlergiass Gland Door Doors Assemblies Edgerton,OH 43511 tnsmAng I Outswing Phone 419.298.1TO -Wpacr Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1988)for Therma Tfu Corporation based on Rule Chapter Pio.61620-3,Method 1d 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. t W49fion$: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florlla Building Code(FSC)structural requirements Including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shat!be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wan dressing or stucco. 3. When used in the"!VHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This.product meets missile leve!"Wand includes Wind Zone 4 as defined in ASTM E1996 and Section 1608.1.2.2 of the FBC. S. 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-10975.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill iteral#31 under active doors meet water infiltration requirements for"HVHZ". S. inswing configurations and outswing configurations using silt items#18,#14,#15,916,#34 and item#37 under the door do not meet the water infiltration requirements for the"HVHZ"and shaft be installed 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 sin is less than 45 degrees. 8. See drawing FL-10875.1 for size and design pressure limitations. Supporft Documents: 1. Test TEL OUS no. ASTM 0636-003,ASTM 01828-96, Tea Laboua to u� At Lyndon ASTM(32843-58 ���9�-�'.v�atuaUon Labs Lyndon F..Schmidt,P.E. TEL 01460339 A B,C ASTM 0635-03,ASTM 01929-96, Tesdng Evaluation Labs Lyndon F.Schmidt,P.E. ASTM D2843-98 TEL 0146= TAS 201-94,202-84&TAS 203-94 Testing Evaluation Lab.,Inc. Wendell W.Haney,P.E. STTSOOD01 ASTM 626-95 Sub-Tropical Testing Lon Hicks,VP Operations 15427-107362 ASTM E84-00a Omega Point Laboratories William E.Fitch,P.E. ATI 67508.01-106-18 ASTM 01929-16 Architectural Testing,Inc. Joseph A.Reed,P.E. 2. AAlaunL4)ade Materials 14-0423.16 Saftex Interlayer(Eastman Chemical Company) 3. Rrawino leo. Frenared by &ned&Sealed by No.F1:10975.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Slctned&Seated by Anchoring RW Building Consultants,Inc.(CA#8813) Lyndon F.Schmidt,idt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,'P.E. 5. -Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISOitEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No,43409 2/212015 Street 9 of 1