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HomeMy WebLinkAboutR W BUILDING CONSULTANTS INCRW R W Building Consultants, Inc. I JAN C P.O. Box 230Valrim.FL33595 Phon S13.659.9197 I ST. Lucie County, Permitting Florida BoardofPmfasional Ea&ontms Cenifinte ofAuBmrimio , No. 9813 Product Sub Category Manufacturer Product Name Category Theme Tru Corporation "Smooth Star', "Fiber classie, Exterior Swinging Exterior Door 118 Industrial Drive 'Classic Craft' & "Classic Craft Rustic` Doors Assemblies Edgerton, OH 43517 Gland Fiberglass Single Door Phone 419.298.1740 Inswing l Outswtng "Impact Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Therma Tru Corporation based on Rule Chapter No. 61G203, Method I 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 wig 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 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the 'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with FBC Sections 16D9.1.2 & R3012-12 and does not require an impact resistant covering. This product meets missile level'D' and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.22 & R301.2.1.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of drawing FL-7630.1 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-7630.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL0"831-1 ANSUAAMA/NWWDA 1011l.S.21A440-05 Testing Evaluation Lab.,lna Wendell W. Haney, P.E. ASTM El 886-0211996-02 TEL 01460274 ASTM E330-02 Testing Evaluation Lab.,lna V. K Wright ASTM E1886401996-02 2. Miami Dade NOA Materials Testing 17-0712.04 Satlex PVBO Intedayer (Eastman Chemical Company) 3. Drawing No. Prepared by Signed & Seated by No. FL 7630.1 RW Building Consultants. Inc. (CA99813) �O�r•,(.,HM� 4�e Lyndon F. Schmidt, P.E. 4. Calculations Prepared by 0��.;f`C1E pjs �!�ey Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) �� r• G F �� Lyndon F. Schmidt, P.E. 5. Quality Assurance ��.7?;• No 43.409 J�`�2�. Certificate of Participation issued by National Accreditation and 7 {r G;. Management Institute, certifying that Therma Tru Corporation is = -O : L p_ manufacturing products within a quality assurance program that :9 tSTATE OF- ti (gyp _ 4340 complies with ISOlIEC 17020 and Guide 53. �..c�'•,� ! \ 0 U2017 Sheet 1 of 1 �o46; •.�_w+s k•C"�._ �' \vc� THERMAITRU 0 THERMA TRU DOORS 1 I B INDUSTRIAL DR., EDGERTON, OH 4351 7 "SMOOTH STAR"; "FIBER CLASSIC'; "CLASSIC CRAFT' & "CLASSIC CRAFT RUSTIC" GLAZED FIBERGLASS SINGLE DOOR INSWING / OUTSWING "IMPACT' - GENERAL NOTES 1. This product has been evaluated and Is In compPance With the 6th Edition 120171 Florida Bulldmg Code (FBC) structural requirements excluding the %gh Velocity Hurdccne Zone° (HVM• 2. Product anchors shall be as listed and spaced as shovvn on details. Anchor embedment to base material shcH be beyond woo dressing or stucco. 3. When used in aeos requUingvvInd bane debris protection this product compeas`Mih FBC Sections 1609.12 a R301.2.II and does not requite an Impact resistant covering. INS product meets missile level"Cr and Includes VFmd Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2 b R301.2.1.2.I.' 4. For 2x stud framing construction. anchaing of these units shag be the some as that shown for 2x buck masonry casshudlon. 5. Site condltlons that deviate from the delOFl of this drawing require further engineedng anolysls by a 11censed engineer arreglstered architect. TABLE OF CONTENTS DESCRIPTION T ical elevations. de RISFams 5 eneml notes Smooth Starcoa anela camp deta�sFiber Classic door anel A gl detalbClassic OaH/Closslc Craft Rustic doe nal3 I delab M H NolcroSwctksns VedicCmCmnsactom Buck and Rome anchoM -2X buck mono construction Frame anchoring- IX uck ma construction Components 10 163 of MatedaU 36,W MAX. PANELWIDTH XO g O "SMOOTH STAR", "FIBER CLASSIC" "CLASSIC CRAFT" S "CLASSIC CRAFT RUSTIC" SWING OVERALL - FRAME DIMENSION OVERALL DIMENSION DESIGN PRESSVRE(PM - POSIFIVE NEGATIVE INSWING 37.75"x 95.00" 21.00" x 78.75" +50.0 -50.0 OUTSWING 37.75' x 96.75" 21.00"x78.75" +50.0 -50.0 Ar� FL '7630.1, g x /0 - I, 0LA .n:'O m ',. 1HORUONTAt CROM SEC17ON 1/1" CELLULAR GLASS BITE _ T 1'iHK. GLAZING GLAi TAPE 1/8"TEMPERED EXTERIOR GLASS AIR SPACE 5/32°ANNEALED 4 GLASS 0.090-SAREK2 PVB INTERIOR INTERIAYER DOW 995 2 1/B"ANNEALED OR GLASS SIKA$52 , SWIGGLE GLAZING SPACER GI 1"IIW�II T— D3-1 L y S— IJ EXTERIOR 11 111 INTERIOR VERTICAL CROSS SECTION 4 MINE b na.�$ o B TO OB m N.LS. m AL m LFS rxo xm FT.-7630.1 9 THO"Z NTALCROSSSEMN 1/2, CELLULAR .. LIAR GLASS WE JI GLAZING l"THK. TAPE GLASS 1/0-TEMPERED EXTERIOR GLASS AIR SPACE 5132ANNEALED 4 GLASS 0.099'SAFLEXG PV8 INTERIOR INTERLAYER DOW 995 2 UWANNEALED OR GLASS 3 SIKA $52 SWIGOLE GLAZING SPACER 61 1.21" 4.1 V LEV Ow EXTER INTERIOR (B VERITCAL CROSS SECTION NT m AL M LFS ja -M - FL-7630.1 Ry3rt5` 111b�Tu{91MNB�M'HYd Rol�tOmmffi�R']6A1C'GdM SV�-M30 �11)lR-]6RI-SALLSl r\ No i - ' w avw9 �m �Tm� F samoet DLRID FllEMM DOOR V Mc ..1w9 I �IFIN IOiU l�. 1 s IL IYDUE m IDm10`.cwY B0 210. k4 i11R`BS m I8YcRm zcnm I PPR A WNs 813ffi'89141 0.tl. g�mnsv Cv��u�� 4�C 09X3"PPHWS 61 21MMAX, 4 TYP.(4)CORNERS 66 61 D.L.O. EXTERIOR q INTERIOR X 0 %�HORROMAL CROSS SECTION 0 4 *OR Cf7WLARME 1"THK.GLAZINGGLASSTAPE1/B"TEMPERED EXTGLASS AIR SPACE 5p2" ANNEALED 50 GLASS C_ 0.090'SAFLEX® PVB INTINTERLAYER 1!B"ANNEALED GLASS SWIGGLE GLAZING SPACER GI OAT-[= 0, 1A5 ilD 4 �vl<4' S��yOd urcxmm � u....IA.A�� �. \ J - l_J EXTERIOR 11 111 INTERIOR (B VE)MCMCROSS SECTION AM l Cad MWn4 � 6 20 OB m AL m LFS m�a xo: n FL-76J0.f 4we�slmewr vwu�IN-wmnomxlm�mvl-�smc-ua+mutawtmnm.�-sn.sut P O 3qq3Jn �mV P� • k..r�=ii�r4`--( I0 ^fY ' m1F .v I�r+�I+�Qnnii u Q S O 1-1/lrMW. 14/4'MN. EMB. Im.) am f"j • O O •.. V P O TI a y • o A= 8� •° ID 14/PMPL w B.m[W4 o Iz e Y p O lO �• N O A £n OMME 5n N I0 A O �n ^ a - n Ia/eMR FMB. GYP.) • ° m � `\\\\p\111111p1j1 Na" Ocftm17. W17 +� p TIFIdN-7R1/ sI8eD.Pn EEC 3 3 allo 10UI1 16T6 roID JY1 IDASSp- PnE �l/T'��F1�j9vR1sTttV♦7� oV { FBC Df8. I.JFYXSf FAHfiOAR7 IBLY: \ Ip0 CON6lI3 1P1iQ�,.' IZyq 1I1) t1327 1I11PWW1EE Z6fimMlll 0mt CZ SW- CA %c.& 90 PAaP34 V.NM 3 W DATE CRDSS SWM S IE4PL iBPE Cll. IIa 8613 O /OO9 0.V. Ou�Dpq �6�une bx. MASC OPEI, SEE HINGE OUCKANCHOWNG HWGRJAMS DETAIL odae dftnco lo mortcrt*b. il Conmfoancharlocallo;smW=ONC 0111C�* ,1,=. �=tod fo wlhfalntha�.o adl,an 0' amhm =YbOMQUked I.%. lh.%AXONCENTER-d�rOMIOnM=tmmcfd. ANgNpR "I � MIN �� villim, 'MIN. C115AUNC S I MINXILEARAV %T0.,ADJACE , f ANCHOA TleCON' 114' 1-114* 1 r 1 �LTER�LACCOONG 114. 1 i.t/,r r Ir I wwd,mm, TYP. HEAD & JAMBS 2X SUCK T MASONRY OPENING A 4Typ- SILL lRAMPANCXORING HING1 WAR SMIK(JAMP SEEHINGE DETAIL HINGEJAMI CONCRETFANCHOR NOTES: 1. Concrafe anchorlocaHons at the comem may be odjWted to maintain the min. edge datamco to mona,falft I Concrate anchorlocallons noted as "MAX. ON CENTERmwt be oclusted to moIntoln the min. edge distance to mortarlaInts, addilionalconcrete onchors may be requked to ensure the -,MAX. ON CENTER'dimemion an, net eitcoeded. 3, Concnste anchor table: Ix BUCI MASONRY OPENING -ANCHOR ��,_ CLEARANCE�MIN; MK CLEARANCE Ty ' I �EMDEDM amAscNg EDGE TOADJA W -ANCHOR ITW E1/4' TAPCON 1-114' 4' T TAPEN 3/16" 1.1/r 1.1/2' l.=T=H�90w'5dnc,, l"isnadaf,11,8, V'..1spssd191f wood screws to pm the splitting of wood. Fi7TTFJ,q, I FL-76.30.1 I ail y§Egg Qga 6 Sam&=�� 1p45i 6\i6� �I'^ I dKdKdKdK 8 S°a�� C� IAS I FT 1 F7 e.J7 rq J7 5.75 gp SAW hSw-t am J 70 09 N.T.S. Id 0.1 r L i do en AL o �, m LFS qt ft R 111 R W Building Consultants, Inc. C P.O. aox 230 Valricn. FL 33595 Phone813.659.9197 FI0(IQ3B0=d0fPmfcssiaoil FngmmsCatifirare ofAmhomalioo No.98i3 JAN o a St Lucie County, Product Category Sub Category Manufacturer Product Name SC Swinging Theme Tru Corporation "Smooth Star", "Fiber Classic" !/ Exterior Exterior Door 118Industrial Ddve "Classic Craft & "Classic Craft Rustic' Daors Assemblies Edgerton, OH 43517 Glazed Fiberglass Double Door �1 Phone 419298.1740 Inswing l Outswing"Impact" O Scope., This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method I 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 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding 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 areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level'D• and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R30121.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-7630.4 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-7630.4 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 06-OB314 ANSVAAMAINW WDA 101A.S2/A440-05 Testing Evaluation tab.,lna Wendell W_ Haney, P.E. ASTM E1886-0211996-02 TEL 01460274 ASTM E330-02 Testing Evaluation Lab.,lna V. K Wright ASTM E1886-0211996-02 2. Miami Dade NOA Materials Testing 17-07IZ04 Safiex PVB® Irdedayer (Eastman Chemical Company) 3. Drawing No. Prepared by Signed &Sealed by No. FL-7630A RW Building Consultants, Inc. (CA #9813) ®`�ct�tetefrryrrsi Lyndon F. Schmidt, P.E. 4. Calculations Prepared by ,poop- F, SGHI(rp10� ooao Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA fi9813).���°' �:� t�' ENSF'•., �me Lyndon F. Schmidt, P.E. 5. Quality Assurance m •1 I�l.o 43�109 •= Certificatecateof Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is •' 'v manufacturing products within a quality assurance program that y t STATE OF : t4 Z Lyndon F. Schmidt P.E. complies with ISOAEC 17020 and Guide 53. os C) P r7C � FL PE No. 43409 10;: eo 101172017 Sheet l of 1 ✓4, C9 - 1.....I . (2+. 4 `14opy v�® 121 Rpg 8 THERMAITRU 0 THERMA TRU DOORS 1 1 Ei INDUSTRIAL DR., EDOERTON, OH 43517 "SMOOTH STAR", "FIBER CLASSIC", "CLASSIC CRAFT" &''CLASSIC CRAFT RUSTIC' GLAZED FIBERGLASS DOUBLE DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES I. This product has been evaluated and is in comptloncewlth the 6th Edition 12017) Florida Binding Code 1FBC) dluctuml requtraments excluding the 'High Velcclly Hurricane Zone' IHVHZ), 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dreaIng a stucco. 3. When used In areas requkingwid borne debris proaclion tHs pro ductcompres wllh FBCSectksm 1609.12 a R30U12 antl does not require an Impact reststant covering. This product meets missile level and Includes Wind Zone 4 as dented In ASTM El996 and FBC Sections 1609.1.22 a R301.2.1.2.1. 4. For Vstud fmmtrg corishuctlon, anchaNg of these unlh shall be the same as that shown far Vbuck masons construction. S. Site conditions that desdate from the details of Hits drawing require further enginwrIng analysis by licensed engineer or registered architect. TABLE OF CONTENTS SHEETS DESCRIPTION 1 TwIcal elevaf ons, din ssums a enrol notes 2 Smooth Star door nel aglasin delatls 3 bberClossk doa Panel aDiadng details 4 Clark CofRlCasxc Craft Rustic door Tar; nel8 glazing deloe S HorUantalaosssecfbns 6 Vertical aoa sectbns 7 Buck a some anchodr •2x buck masonry construction R Rome anchodn - Ix buck masonry conshuclion 9 Com onenh 10 BE of Materials 36.00"MAK ANELWIIDT PANEL WIDTH PANEL WIDTH \ = WIASTRAGAL y °� \v Ba4 'toi X X 0 X uiu "SMOOTH STAR", "FIBER CLASSIC" "CLASSIC CRAFT' a "CLASSIC CRAFT RUSTIC" „SWING _ OVERALL FRAME DIMENSION OVERALL - . D.L.O. DIMENSION',,POSITIVE' -DESIGN PRESSURE(PSI) NEGATIVE, INSWING 74.62"x98,00" 21.00"x78.76" +50.0 .50.0 OUTSWING 74.62"x96.78" 21,00"x78.76" +50.0 -50.0 anG an LFS oasr✓ro , FL-7630.4 -t 21. 15 Smao+ P T- e -- z 1 O R L CROSS SEC770M „rr CELLULAR GLASSBRE T I'THK. GLAZING GLASS TAPE 1/LASS ERED EXTERIOR Guss *� /, AIRSPACE 5/3TANNEALED 4 GLASS _� 0.OF0" SAFLEKG PVB INTERIOR INTERLAVER DOW"a 2 I/B'ANNEALED OR GLASS SIKA 55Z 0 SWIGGLEGLAZING SPACER 01 g7o H MERIO—RFT INTERIORI P•E!R :ST v+i •.L e f 45 am S R2 00 cue N.T.S. a+a m AL Gc m LIPS d TICM CROSS ^4'1AN0 M0i n YER FL-7630,4 9 0 EXTERIOR �1 © 14) CORNERS • - / 1 HORIZONTA CROSS SEC770M x D vz D CELLULAR GLASS BRE T 1°TNK. GLAZING GLASS TAPE 1/6"TEMPERED /� EXTERIOR GLASS AIR SPACE 5/32"ANNEALED q G1AS5 0.09U' SAFLELO PVB 0 INTERIOR INTERLAYER DOW 995 1 I/B°ANNEALED dd OR GLASS SIKA 552 S SWIGGLE GLAZING SPACER GI LI�I.Sf � T L @mnlL \nmm&� UMIM a5 ,W�ta� Yft. a EXTERIOR INTERIOR 0 y, 0 86 sit FL-7630.4 . U3 -m D (DO. RwNc H WS ORNEIS 66 EXTERIOR INTERIOR 149 HORROM76L CROSS SMITON g d CELLULAR GLAZING GASS BITEI 1'THK. GLASS IT i TAPE 1/8"TEMPERED E%TERIOR GLASS F. AIR SPACE j{y� ag 5/32'ANNEALED EXTERIOR INTERIOR a GLASS _-0.090'SAFLEK® PVB INTERIOR INTERAYER 61 DOW 995 1 1/E•ANNEALED OR GLASS SIKA SSE 3 $WIGGLE GLAZING SPACER rY lang p g I am Il 22 08 {T SKt o I j vm m AI. E ¢• 87 68 aK nt LFS u VERIICAL CROSI S'C7ION FL-7B30.� 9 _ °®3 arlfl. raj NOT 1. (12) OF ITEM R4 ASTRAGAL RETAINNG SCREW LOCATED 03/4", 2", 3.1/4". 4-112", I8-7/8", 37.1/0. 57.7/8", 763/8". 903/4", 9T, 93" & 94-1/7 FROM TOP OF ASTRAGAL v v zT X x 6 17 INTERIOR EXTERIOR �RI70NTAL CROSS JECIION vn n0 shovm •uumngawoppmvod INTERIOR ©COI`G.), ram AA jmm Fill ..I ..ii.ni EXTERIOR II�I� 20 m 1-1/PMW. EMB. )1W' 4 0 0 ROW b ShM I . �ILORROMAL CROSJ JECIIDN B'aw41P Ihovm - OwMMO oho appmvod INTERIOR EXTERIOR � RTLOMALJ b In ovm• _m a oaPPlovad FL -73JD.4 a�Renlnn®iti �nN-wMsxmayp�V♦-]�K-na�N�r�pflmY♦-'�--smaw 5'J IA a l-Ulan. EM. R1P.1 TEFWA TRU �n� r s-� _-•.-�[pn-�f GLAZED i1BOWLAS5 DOOR P.E No. INW �Ij I C f OR /SSEYeLY: eUMelO CONSULT Ii�MIS, �GS��,♦ 1ERUCAL �ItI PA Ba 2T0. Vdkq R 3AB5 aws 4CIEY8 ��. Nv: etiei491� 0.M. 9�mp sp pYSLL��.ny 4C II II m TYP. HEAD ASTRAGAL MASONRY &JAMBS I SHOWN FOR _j OPENING I REFERENCE 2X BUCK -,II I Zap II II II II OUCKANCHORINC . 7 MASONRY, OPENING Ir U DETAIL I P. HEAD & JAMBS 0 2X BUCK TV. SILL SEE HINGE DETAIL polpl-q I. 95196W� of the comers maybe OdIvsfed lomainicIn the Mtn. edge dIstonce to mortalloInti. 2. Concrete anchor focatiom naiad as"MAX. ON CENtER"must be acVustod to may the min, edge dhfanca to moricrialnis, addtlonal concrete anchors may be tuctead to onsure the 'MAX. ON CENTER"almonslon are not axcoodod lConcrotsanchortabla: :XNC06i, N" A CN6k Mw. MIN, CLEARANCE. MIN. CLEARANCE :TYPE,: I I TOMASONRY TO Apmcithrr:. ANCHOR TArCONG 21 44 ELCO ULTRACON 1. 40 ITW TAFCON* Y-OODSCRE Mod Sc to prOVOW rho $PIiffYV Of WOOM SEE DETAIL 2 71 iT I u LATCH A AFADOWPUAll. FAAMIANCHWING AVIIAGAL mosorvy a oucK canurumn (g 97 QUAIL I a-, ASTRAGAL DETAR A BOLT HOLE OuftMng w g IfINOILOMR, 11 . I FL-7930.4 I MASONRY go- OPENING -T I X BUCK :E HINGE DETAIL HINrEJAMB t. SEE DETAIL I TYR. HEAD & JAMBS —,4 TYP. SILL SEE DETAIL2 Mosik"imixIgmtIon ASTRAGAL 1. 9M�90 of the comers may be ccjuJted to maIntaln The Mn. edge absence to mortarloInts. 2 Conmfo ancharboallons noted as 'MAX. ON CENTER'musf be adjusted to mahloln the m1n, edge chfance to morkv)alnfl, adelltional concrete anchorr may boa tdq0ed to onsure tho"MAX. ON CENMR"dmorWon am not exceeded. 3. Conassfcnchorfable' ANCHOR ANCHOR ,t llmT mcE CLEARANCE IMBEDMENTI.=tOY.AWAdtfr; EDGE "W114 TAPCON 1.1/ 4- 1 lyw TAPCON 3/16- 1 1.114- I-lir— Mj�W A 1. nes'518 ,do, dklonccs, I'mcdistance, & 1"O.C.SpacIngor mod scr&ws to prevent the spilIgng of mod. z 1 (4) (� I j ASTRAGAL BOLT HOLE ouftwho ME. I. I FL-7630.4 I � ICYHffi' \Tv�ATmRWI®M-1blb PolRlme ffiyl-3L'F-��M9SR-]6i01ID11)If4]61-1-S6�y41 _ D)S� j Ur IDI• 12S „ �zmr v --{ �u,r3r L *rO3 b �1S Q X �• °i- r: �raaum * i* OdDbm l7,'m77 F151511LT: o.a.a. F n.rr 'i'' • �• GUM) \ndm se..m "'�Ra�► oa I- Y w 7 1 Y9 15 UPMIE T5 SM ED. T5I{ F5C IFS /54L&.Y: FOR P£ PPM//�jj8U1LDIN0 C016V1T /iv11a,/ 1\`` �+ ��Np� 1 81112 IWVE Tp 2115� .6( py �Zm, IH�lu.�� IX1 Bi Plvr 1\f 813S Mlw REV6g16lrs illpE CA Nu 4113 B II®9 4.�. 6,anm Cu®aiu,� 6e.