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HomeMy WebLinkAboutSET UP-INSTALLATIONSYi{ ,i �InIoil [t: 1-4- kiue THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON, OH 4351 7 rn ❑ c Q`v I 11 ► IF W N 30 X30 H W a "SMOOTH STAR" FIBERGLASS SINGLE DOOR INSWING / OUTSWING 'IMPACT" GENERAL NOTES SCANNED By St. Lucie Countv N & 4fnanuw�c �s S-40 M StTtrN I�,bsii $ -c M � r-tarlJod' N4 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 bome 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 excludes Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2 & 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. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS DESCRIPTION Typical elevations, design pressures & general notes Door panel detals R Horizontal cross sections Vertical cross sections Buck and frame anchoring - 2X buck masonry construction Frame anchoring -1 X buck masonry construction 7 Bill of Materials & Components 4" i• 37 59" MAX O A , N. FRAME WIDTH 36.00" MAX. PANEL WIDTH 2 0 ¢ W Q o_ d N a a a UZZU O CD CD e m m G ®3nO —O nn�m�t m_— o Or,no v, zzmr m OVERgLI DESIGN PRL SSURE(PFj SWING FRAME DIMENSION POSITIVE ;NEGATIVE INSWING 37.59" x 97.92" +67.0 -67.0 ( OUTSWING 37 59 �xy96 42" +67;Q 67r� FILE a Al L0 M (j M Z J n �m >>`Rcoo, Fn K) z o m o O ro z O N •• x °d Z 0 z V 9`oa p MG:aT W w CS WZ 0 J 0: oZ J w� J w U N� CL a sagE N.T.S. DWG. BY: AL ICHK. Br: LrJ I OF A % % Ln V, 81 84 EXTERIOR 4.., o U- 0 z CD C2 Ln , N Pi Z V) o co o 0 z 0 cq 04 Z 0 Z E Zj in 0 0) 0 cw INTERIOR En F) = 0-t 0 IL T o LL 6 CZ HORIZONTAL CROSS SECTION 0 C Li 0 >a: 22 d 4.02' nA3 q EXTERIOR INTERIOR i< TYP.4 n 0 CORNERS 0 OF PANEL TOP RAIL a a 82 83 LATCH STILE 86 uEn m yd� e T L 81 N N UV) 0, �0- LQ J 85 D- IL Zi (k:l L g DOOR PANE! I p 0 DOOR star 8l-rriooth Star �2 VERTICAL CROSS SECTION DAM 4123108 SCALE: N.T.S. DWG. BY: AL CHK. BY. LFS DRAWING NO.: ro FL-5B91.5 SHEET 2 OF 7 1-1/4" MIt` EMB. (TYP.I I a 1 HORIZONTAL CROSS SECTION 3 Inswing configuration vv O m© I!I I!I ��````c+� \wwl �� \+...` _ — © © TERIOR TERIOR `� U U_4 1-1/4" MIN. EMB. (TYP.) 3 HORIZONTAL CROSS SECTION J Shown w/lX sub -buck INTERIOR EXTERIOR 10 7 8 K 10 C HORIZONTAL CROSS SECTION 3 Inswing configuration L m to * �N "7 �0) z �f0 orn In `C�a to CO 10�yy _ O M Z U (N •• N a v (9 X Z a ` .Q. UO IL a V aV) =M m d Q. ILL 3 Z 0o E ^� 0 0 W K 0 JTO. uv 111 EMB. (TYP.) �O �O �0 NU � } J Ocn fV =m N =K U- ¢ U SCAyz- N.T.S. DWG. By: AL m CHK BY. LFS 3 DRAWING NO.: FL-5891.5 0 11 SHEEP 3 OF 7 N E E° p v B C 80 19 7 8 INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION t{ Inswing configuration INTERIOR EXTERIOR 3 VERTICAL CROSS SECTION 4 Inswing configuration 3 E r A ° d 19 =me 2 VERTICAL CROSS SECTION 4 Shown w/1 X sub -buck EXTERIOR INTERIOR ..:V m i * r•10 i �•, y�- z u �'• .� 5�. <•c�"� Go n U N O r 0 X Z U Em m r 2 LO J o C W D a Nt 5 mm Cc 2! a B �� mda� � i� c O ° 0z° �w W 0 J0 >O O �En O ¢U ¢cn m 05 �5 E wir w >cn �m ¢ 0 8 0 U) 18 ¢aN 80EL E » _w c N Q e .-O e. fl MN Z e ° ' waE- 4123108 srsi r• N.T.S. VERTICAL CROSS SECTION �`�� copy CHK. Y:: AL 4 Outswing configuration cHK. ar: LS DRAWING NO.: FL-5891.5 SHEET 4 OF 7 ° c �� ° Ql'• o µ•••me, V' ug 1 � W. z ems` oa, ,o.7 •. . /i �•'•.. '.Cry\\ H = � o a m z° UN •: 04 MASONRY7 TYP. HEAD & MASONRY N a s " z OPENING JAMBS °' OPENING ^ ° o o U � +- n Em J m C W 1K D a Np 3oLa o maa� o Y a TYP. HEAD & •. '. o E cc ? JAMBS _ a TO: X d NZ X n U ZU QiRS FU O p p nO U(n N FRAME blot �0 az • •• •• •• w0 M �z 3 W v z� y* U p ¢Y 2X BUCK 2X BUCK 0 �m a a m erkzm 00 m m •a. •a h .} O O N N U Z a .. r • _ a W W O O a a` o h N 80CRANCHORING STRIKE JAMB i RAMEANCHORING HINGEJAMB R CONCRETE ANCHOR NOTES: Masonry 2X`buk construciibn F tc< ¢ y_ w. w 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. o 1 0-j � ti edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors ' ^ _ w z may be required to ensure the"MAX. ON CENTER" dimension are not exceeded. 9 2B o N o 3. Concrete anchor table: Mlj1 CLEARANCE MIN CLEARANCE 0 13 i ANCHQR AhICHOR MIN iOMASONRY iOADJAGENT 1O M N z S)Zl : ; EMBEDINENT_.. ;..:....._..,.: j Q DATE 4/23/08 i ._........:_..........I........::;,:...-:::::::,::EDGE::; :::c;.:;::> Z% p K /+ ' : N.T.S. 9 iAPCONITW® 7/4" 1-1/4" 2^ 4^ F'� 9��° G. er. AL m' f CHK. BY: LFS 3 9 . ; ila �g-p4 4" DRAWING No.: ULTRA`QON; WOOD SC1Z W INSTALLATION NOTES: FL-5891.5 0 1. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.C. spacing HINGE DETAIL LATCH & DEADBOLT DETAIL o sHe of wood screws to prevent the splitting of wood: Er 5 OF 7 10 N w v ■o ■o MASONRY OPENING FRAM 1X BUC STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ITW ® 1/4" 1.1/4" 2"ITW 4" TAPCON TAPCON® 3/16" 1-1/4" 3' WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, I"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. FRAME ANCHORING Masonry 1 X buck construction HINGE JAMB N C6 \` A LATCH & DEADBOLTDETAIL H 9 10 10 FILE COPY HINGE DETAIL U �O O] F Z3O ^� O ck, CD t7) ¢� =z �g m =00 US =K W U> En o ¢� a E N.T.S. EfY: AL 6r: LFS VING NOA. FL-5891.5 T B OF 7 9- e O BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2XBUCKSG>=0.55 WOOD C MAX. 1/4"SHIM SPACE WOOD D 1/4" X 23/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3 3/4"PFH ITW CONCRETE SCREW STEEL ' K ..#8�X 2`I/2" PFH WQQD SGREW� _1..15': Mld'..EMBED7v�ENT `. STEEL L # 10 X 2" PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 4" X 4"HINGE .09T' THK. STEEL 10 # 10 X 3/4" PFH WOOD SCREW STEEL 11 #9 X 3"PFH WOOD SCREW STEEL 17 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD 19 HEADER JAMB PINE, S.G.>= 0.42 WOOD 20 SIDE JAMB PINE, S.G.>= 0.42 WOOD 21 KWIKSEf SIGNATURE SERIES 780) DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 80 FIBERGLASS DOOR PANEL -SMOOTH STAR - 81 SS DOOR SKIN ,090"MIN. THK. FIBERGLASS BY THERMA TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI SMC 82 TOP RAIL COMPOSITE 83 LATCH STILE LVL WOOD 84 HINGE STILE WOOD 85 BOTTOM RAIL COMPOSITE 86 POLYURETHANE FOAM CORE-1.9 LBS. DENSITY FOAM No Lo Alf Fri Q = W — i� �! 11111 1 O n co°D z n U N •; 0 I N a v 0 o z a 2.36" —►I n o E m z m m 0 r LL=O 9 .0W `m a mq 7Otm mdab. 19 yp HEAD &SIDE d Jamb p ? v° ? w ` u C 41 o° � d 0 o ¢� �I I�-2.20"—�{ ��w L ¢En n m �a �� s w� m w� N CJ 00 �4.62'��co a 'm 0 LOW PROFILE OUTSWING BUMP FACE a a 18 Scx� U Um li nv N N U In z wwo 0 22p N_ 5.75" -{ N I ooF Lq NOTE: WOOD/LVL COMPONENTS (PINE, SG >= 0.42) o o 11 > > FU � i _ w i ^ N ^ m Z M N ^ Z [O] 33 SELF ADJUSTING SADDLE THRESHOLD DAM 4123108 z SCUE; N.T.S. DWG ' FILE COPY Cw BY; FS 3 DRAWING NO.: m FL-5891.5 o SHEEP 7 OF 7 N