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HomeMy WebLinkAboutEngineering R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 8.13.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 RECE.I`.'-:D APR 2 670 7 Anchor Evaluation ii i r 2015 Product Sub Category Manufacturer Product Name Category Swinging Therma Tru Corporation "Smooth-Star"and"Benchmark by Therma-Tru" Exterior Exterior Door 118 Industrial Dr 6'8 Single&Double Opaque or Glazed Panels w/&w/o Sidelites Doors Assemblies Edgerton,OH 43517 Inswing/Outswing Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for Therma Tru Corporation,based on Rule Chapter No.61G20-3,Method 1A of the State of Florida Product Approval,Dept.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. Limitat/ons: 1. This product anchoring has been developed in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes,specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing,stucco,foam, brick and other wall coverings. 3. Wood screws shall be installed following installations instructions of ANSI AF&PA NDS 2012:All other fastener types to be installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths,edge distance and center-center distances shall be specified by the fastener manufacture,but in no instance shall they be less than shown in drawing FL-15225.5-68. 5. Where shims are used,they must be a"rigid/stiff'material that complies with the requirements of the FBC.. 6. Positive and negative design pressure requirements for use with drawing FLA 5225.5-68 shall be determined by others for speck jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225.5-68 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ETC-01-741-10702.0 ASTM E330-02/TAS 202-94 ETC Laboratories Wendell W.Haney,P.E. ETC-01-741-11008.0 ASTM E330-02/TAS 202-94 ETC Laboratories Joseph L.Dolden,P.E. TEL 01460147 ASTM E330-02/E1886-02/El 996-02 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-15225.5-68 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. egiBrR�f4QBf i+I0 :33''J9 °aa.ryzrs�i`,*• Lyndon F.Schmidt,P.E. FL PE No.43409 Sheet 1 of 1 2/6/2015 RECEI`.'^D APR 2, 'fi207 IS 68.5(Y'MAX. V01 THERMAITRU 105.50"MAX.OVERALL FRAME WIDTH OVERALL DTH `• ' n _7Y_2 3 �' s'c * � •O �oar THERMA TRU DOORS " 5 5 5 �s 5 5 %�"• rte: E,;�1 11e INDUSTRIAL DR.,EDGERTON,OH 43317 I _ ////�•••••.......•• �, Z N I, ,1 ;1 I; ;I '/,1/1111 1`, a pp z 11 11 /1 Ir 'I I' � 0 N G Smooth-Star and Benchmark by Therma-Tru Qq I�'I ;I ; ;1 _ o 0z ;2 d qIS q O,aJr Q i a = 1' '1 1�'�I I�'SI I�"SI L}"_"51 I' 'I IS Hu 6'8' SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS i W s 5 W/&W/OUTSIDELITES .;I�,� I .n;i s ;''; ;,i' •1;;' ;;' 4'i ;"i J�6Z5 , 1 � 9.!INSWING/OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES L_,, A L I�� S2 O {�Z General Notes 1 2 3 q 5 s ('I'V2 3 4 5 6 0 6 6 6 6 6 6 6 6 6 6 6 6o zw 1. This product anchoring drawing has been developed in compliance with the 5th Edition DOUBLE W/ SIDELITES OXXO SINGLE W/ SIDELITES OXON > ¢u (2014)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone". See the MAX DESIGN PRESSURE MAX DESIGN PRESSUREw M Certification Agency Certificate for saes,specifications and ratings. +55.0 -55.0 +40.0 -40.0 TOO w 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment o y to base material shall be beyond wall dressing,stucco,foam,brick and other wall 74 MAX 53.00"MAX. $ coverings. 37.50"MAX. OVERALL WIDTH OVERALL WIDTH a a a �{ OVERALL $4 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012. I WIDTH t 2 3 t 2 3 CO All other fastener types to be Installed following fastener manufacturers installation 5 5 5 5 5 5 U � instructions. 4. Fastener embedment depths,edge distances and center-center distances shall be as ;I;;� ;1�';I; •�'I�I �specified by the fastener manufacturer but in no instance shall they be less than shown in 4o.H. q z this drawing. Z 5 q 0 O.H. 3ItI3II' Al t L 5 5. Where shims are used,they must be a"rigid/stiff'material that complies with the I 5 ; requirements of the FBC. 5 I I 6. Positive and negative design pressure requirements for use with this drawing shall be I I I I ,I ', ,I I, ,I 1, ,I I, determined by others for specific jobs in accordance with the governing code. j t 3 '�5 t 't y S ll-A; Ii _; e �7. Site conditions not covered by this drawing are subject to further engineering analysis. q 5 6 o a � 4 5 6 1 2 3 4 5 6 No TABU:OF CONTENTS 6 6 6 6 6 6 6 66 6 6 6 0 0 SHEETS DESCRIPTION SINGLE X Z DOUBLE XX SINGLE W SIDELITE OX z 1 Typical elevations,design pressures&general notes MAX DESIGN PRESSURE DATE- 2 21/12 D= MAX DESIGN PRESSURE MAX DESIGN PRESSURE F SCALE, N.T.S. 2 Buckanchoring +67.0 -67.0 +55.0 -55.0 +40.0 -40.0 e 3 Frame anchoring DWG.m: JK m' ~ 4 Frame anchoring&bill of materials 5 Horizontal&vertical cross sections LOCK HARDWARE MFG 6 SERIES CHK. LFS 3 � KWIKSE751GMAlURE SERIES LATCH DRAWING NO.: ro' 6 Vertical cross sections KWIKSErstGNATORE SERIES 780 DEADEOLi FL-15225.5-68 0 6 - SHEET,1 OF 6 1 _ . II II ii :0-1 . : =m n MULLION I MULLION ••10 o 4 I I SHOWN FOR I I ''���rrr#...' MASONRY MASONRY 4 II SHOWN FOR OPENING n p I I REFERENCE OPENING Np I I REFERENCE I I v = ;Z N HEAD I I HEAD I I I I - to 9 m w & JAMBS & JAMBS I I r N" m a a w II A LL 2X BUCK-/'- it ^ 2X BUCK-/ ii II a v Di II �a II SII �� 1-W ui o I I I I MULLION I I a 3`d I I rn v I I SHOWN FOR I I rn v REFERENCE I I r'd II II II II II II o z M1•SINGLE W/SIDELITE SINGLE W/SIDELITES "taw cYi BUCK ANCHORING BUCK ANCHORING c m K � o 0 0 4" 4" 4" 4" 4, 14" 777---7 Aj:�_8" F-+-I-8" o II � •I I II i i � s II ,\-MULLION II v N 4 II II MULLION II II z 4 I I SHOWN FOR II MULLION I w 0 OP MASONRY TYP. HEAD I� TYP. I I REFERENCE II SHOWN FOR I I h & JAMBS II ASTRAGAL HEAD II REFERENCE II o II SHOWN FOR & JAMBS II I I 2X BUCK II REFERENCE 2X II II a II BUCK II I I X^ Q. 0 '�a II II d adiusted to maintain the min. I' I I I�ASTRAGAL I I N L < II I I m o¢ h tT6R"must be a�usfed to II 6 II SHOWN FOR 1j II II d + o ddiflonal concrete anchors II d REFERENCE II 'O n iimerWon are not exceeded. u I I II I I z a II I I II I I ••' ••� AM 2121112 ? iM1rt#NGEt::;INtN.C:1RR±?1NGle: ;. sem: N.T.S. 4soiy>r:::::;;;:s#.:ioaav�acErvi:;; II II MG.Fry. JK m' BUCK AN �. 4" DOUBLE DOOR DOUBLE W/SIDELITES CNN.87: LFS' if ANCHORING MASONRY ANCHORING DMN7NG NO.: N 1" 4" OPENING FL-15225.5-68 0 SHEET 2 OF 6 n MASONRY OPENING NP. HEAI & JAMBS 2X BUCK—/­ • SINGLE D BUCK ANCH ryN ry Cry d NOTES 1.2X buck Min.S.G.k 0.55. CONCRETE ANCHOR NOTES: I.concrete anchor locations at the corm edge distance to mortarjoInts. ly 2 Concrete anchor locations noted as W 0 maintain the min.edge distance to mo may be required to ensure the"MAX.0 3.Concrete anchor table: nw 8 VIC 1-1/,r TAIRCON ELCO 114' T•1/4"ULTRACON �„ 3" PAIRS 30 3" �" 3" "i 1-3" 3 TYP. 1 3" 73" 6"f- --�6" I I I I I i I I I I I I I I_ •^ I I/lll�r� $ N•; T W N IIB N v a V' 0ZU g v II W/2X BUCK G Em m o o MULLION qll W ¢w MULLION W`* A INSTALLATION g ng 9 d`o a I III SHOWN FOR — ?W ° _ _ p v — SHOWN FOR — 0:° — 1X BUCK_ a S v' m d a REFERENCE _ Y>: W d _ REFERENCE INSTALLATION h o LL d a '� a s A W/2X BUCK INSTALLATION 2 TYP. HEAD & W o o Z A W/2X BUCK INSTALLATION M t= JAMBS o vd C; a 9 /1X BUCK INSTALLATION 0 — M Ra 9 W 1 X BUCK INSTALLATION -V r: / p p TYP. HEAD & JAMBS p TYP. HEAD do JAMBS ao °-o SEE to v 'In o z 16 16 DETAIL "4" o I SEE� — — Wo a 16 16 tri 16 SEE o Tr 7 6 M+ DETAIL C+J — Ile — SEE — — DETAIL "I". o\ _ 12 im 5 oii 12 6" 12 5 DETAIL 72" 5 1 �m W� IZ Di � �I a "D.. E" "C,. "D" A" "B" A" a a VIEW "C"—"C" SINGLE DOOR W SIDELITES VIEW "E"—"E" VIEW "D"—"D" SINGLE DOOR W/SIDELITE VIEW "B"—"B" SINGLE DOOR VIEW it"—'A" m SHOWN W/OPOONAL CORRUGATED L) FASTENERS.REM/30(M ALL SIDEUTE TO DOOR JAMB CONNECRONS) W/2X BUCK INSTALLATION 2 SIDEUTE NOTES: ❑ ❑ $ 1. The sldefife is direct set Into the jamb with(12)#8 x 2"pfh.wood screws.There are(4)of each N vertical jamb,from the top down at 13.5',31",48.5'&66".There are(2)at the header at 4"from B W/1 X BUCK 11 w o the outside comers of the frame.There are(2)at the sill,4"from the outside comers. INSTALLATION 0 In 2.For optional sidelite construction with staples,sidelite is direct set into the jamb with(4)�/d"X ❑ ❑ Of 13/4"16 ga.staples along each jamb(6"from ends and equally spaced thereafter). CONCRETE ANCHOR NOTES: DETAIL "6" a 6 1. Concrete anchor locations at the comers may be adjusted to maintain the min. DETAIL "2" z edge distance to mortar joints. $ 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to W 2X BUCK tw maintain the min.edge distance to mortarjoints,additional concrete anchors INSTALLATIONmay be required to ensure the'MAX.ON CENTER"dimension are not exceeded. z 3.Concreteanchartable: W/1X BUCK D 12 LI ;e;>:t•;::a::er:•:•;:c:r>eraT;•:.:-r,,;;;;,;;;;;;arz.:..;::•:::;..:>::ai;?i'. IM G.. ...ANC :>';MfN:CI#t:RtfNCE INSTALLATION 1 C 7 C o N.GffQK .........................' lrHdl . I ....................................................., ?:I:iiiJYIIN:;liiii:i `..:• DarE 2/21 12 ;;.::::........s::r>ra:............_ • :a:TQ AIJASONRY::2'i: ;:7 OJi4;CENfi::i;:; D ;::;;;:73'PF:!:;•:>: ?;51 1S:S:ii? 11.1��IM>N.....`;is;;;:;:.:::::,:,:,.z;'s:;;;::;•;;;•::r:;ter:....:. ::..::...:::r;:::: scuE N.T.S. d W ::::.-ERGE::::::::::::::. ::::.:-:::ANCHOR::.-::::: 3 :.... DWG.BY. JK ITW 1 CHH.BY. LFS 3 TAPCON® 1/4" 1-1/4" 7' 4" 7 It DETAIL "I" DRAWING NO.: N TW DETAIL "4" TAPCON®I3/16" 1-1/4" 3" 7-1/2" - FL-15225.5-68 n SHEET 3 OF 6 d IN r o�°N .`�`'t ito "C" 7" PAIRS 30 >.� of q" Q:'�• • �� n P. 3� Lll I J. 7 � f`3" TM] 3 � 4 3" C 4 3—I �6" z' I_ TT I I I I I I I I I 11 I I I I I _ '�`• •��.`� u�' rI /••••.• J O m m T SEE N07E 311 A / SEE DETAIL ///// ••*•••••• oz o m d I W 2X BUCK 1 I / SHEET 3 II SEE DETAIL "3" INSTALLATION -iy II W/2X BUCK A ^ //1�11j 1 �� 0 n z _ II W/1 X BUCK v _ _ W "3" II INSTALLATION 0 x o JJ; 9 INSTALLATION w¢ - - z - I W/1 X BUCK y o w;a r E _$z u ASTRAGAL- 1I MULLION TYP' HEAD CA v� = ASTRAGAL)I INSTALLATION Q^w N (` _ 9 0 o a _ SHOWN FOR II SHOWN FOR & JAMBS i*4 SHOWN FOR P• HEAD & ^o >. of IJ �' m a`a LO REFERENCE II REFERENCE - _ _—1 - REFERENCE II JAMBS _ a ONLY ONLY II J 9= SEE _ II a a A SO: DETAIL "4" J o - o d 16 16 II )g W II SEE II v Q = 16 II 16 DETAIL o l. All _ 5 II 5 aN "'+ 5 II 5 �+ o ?z cs II 12 II fP J Qp m � T— �� n wJ J A" `2 m 0 v VIEW "C"-"C" DOUBLE DOOR W/SIDELITES VIEW "E"-"E" DOUBLE DOOR VIEW "A"-"A o SHOWN W/OPRONAL CORRUGATED a d FASTENERS.REM/30(nP.ASL SfOEUfE TO ODOR JAMB CONNECRONS) p m W/2X BUCK 2 v INSTALLATION W1X BUCKa u INSTALLATION 12 1 C N Item DESCRIPTION Material W/2X BUCK d z p x 2-1 A 10 2 PFH WOOD SCREW STEEL INSTALLATION 3 w g #10 X 1-314-- PFH WOOD SCREW STEEL 1 W/1X BUCK 11U o O C 10 X 1 PFH WOOD SCREW STEEL DETAIL "1" INSTALLATION ~ 1 #10 x 314" LG. PFH WOOD SCREW Hine to Frame STEEL a 0 2 #10 x 2" LG. PFH WOOD SCREW STEEL a o C 3 #8 x 2-112" LG. PFH WOOD SCREW STEEL DETAIL "3" n F 4 114" x 2-314" PFH ELCO OR ITW CONCRETE SCREW STEEL ATTACH ASTRAGAL THROW BOLT w 5 1/4" x 1-3/4" ITIN PFH CONCRETE SCREW STEEL B STRIKE PLATE TO FRAME o 9 9 '9" x 3-3 4" 'TW` PFH CONCRETE SCREW STEEL AS SHOWN. N 'n 11 3 " x 3-1 4" ITW PFH CONCRETE SCREWSTEEL 1 C z 12 1/4" x 3-114- ITW PFH CONCRETE SCREW STEEL a MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI °" 2/21/12 i 13 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE sME: N.T.S. ° e 16 1 4" X 2-1 4" PFH ITW CONCRETE SCREW STEEL 1 Owc.ar: JK m' 20 1 HEADER JAMB SUGAR PINE, SG >= 0.34 WOOD g 21 1314" THK. PRESSURE TREATED SIDELITE PAD WOOD DETAIL "4" 0A er: LFS 3 oRAvnNc NO, a 30 1112" X I" X 25 GA, CORRUGATED FASTENER STEEL FL-15225.5-68 n SHEET 4 OF 6 — — R-,OiwmTher=Tru PERMANmTIFtofl&ProduGAppmv&\FL-14225\vm ingsitu--ft\F=15-54wg,5 X W Z � s (In� .x b OC S n-W m 25"MAX. _ SHIM SPACE © 125 MIN. EMB.111 _a m *11. w CrnW5 •_ tov rr b CD w m _]�>< 7­2� 0.l5'MIN. C-SINK 0.25'MAX. SHIM SPACE 1.I r MIN. EMB. m en ? 22 m 0 0 3 rnI,w Ii( Iz M �3 mw z a o�b .2S MAX. 22 SHIMSPACE O 1.15'MIN. EMB. 125 M4N. EMB. P. `� ��``v.•43409 o PRODUCT: Daft Pr"amd @Y''�� •••. Si♦K1Lds '• Lyndon F. Schmidt +" .pLO�OR•' THERMA—TRU 1� �� ,�-•, � 2 N FIBERGLASS DOOR P.E. No. 43409 o rIIII+Y PART OR ASSEMBLY: +� BUILDING CONSULTANTS, L 3 to r— t' N 1 2 OS tS UPDATE TO STH E0. 2014 FHC LFS YY P.O. Bort 230, Valflco, FL 33595 HORIZONTAL & VERTICAL Phone NO.: B1%65s.st97 NO DATE REVISIONS BY CROSS SECTIONS FBPE C.A. No. 8613 X 2OI 2 R.W.BUILDING CONSULTANTS INC. In AM d Off'' '\•. ,\\\ a'H� INTERIOR EXTERIOR � 0z INTERIOR EXTERIOR EXTERIOR INTERIOR g 6211. Za Zn: 2� oz � gg � 13 21 12 Sa 13 16 16 �a a D KN J �N 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION m 6 Inswing configuration 6 OutvMng confi urationwa w `N^ o • O� F m Da. a �m O INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR o i� 16 za z G'i 7c� � f �o p... 13 Q : ♦ D' ww Z G 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION oA,E 2/21/12 a 6 Inswing configuration 6 Outswing configuration 6 Outswing configuration scuE: N.T.S. a DWG.BY. JK m Y - CFI%.eh ZF$ DRAWIND NO.: 6 FG-15225.5-6$ G sNr�r fi or 6 `� — g ,r