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HomeMy WebLinkAboutProduct Approval QP TH ER AITRU gQ� n _---37.59"MAX.O.A. U: 4( I$.• ? n FRAME WIDTH rn THERMA TRU D ❑ ORS 36.00"MAX. 01) t—, I II 1 ll I a r� 30X68 , � .4 "SMOOTH STAR" I �_ CW 0 8 3'd FIBERGLASS SINGLE DOOR w INSWING / OUTSWING Z� �o v w 0 Lu " �o zw: IMPACT" OZ Q C yt W C GENERAL NOTES a W This product has been evaluated and is in compliance with the 5th Edition.(2014)Florida Building of <I 4 L Code JFBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). l 4 LL i I i iJ x'ri m 2. Product anchors s'nakl be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. I 3. When used in areas requiring wind borne debris protection this product complies with Section v' 1609.1.2 of the FBC and does not require or,impact resistant covering.This product meets missile NI ' level"D"and excludes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of the FBC. o ........_I I I z � __ 4. For 2x stud froming construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. IC,aI I� 5. Site conditions that deviate from the details of this drawing require further engineering analysis ! I o QN o; e by a licensed engineer or registered crchitecl. st i W = c TABLE OF CONTENTS I N=o SHEET M DESCRIPTION — D 1 Typical elevations.design pressures 8 general notes OVERAIt DESIGN PRESSURE(PSF)•. 2 Doer panel details SWING fRA'ME z a z 3 Hor zontal cross sec!icns DIMENSION POSl1TV.E NEGATIVEI DATE: 4/23/08 i _ o a 4 Vertical cross sec lions svu,c: N.T.S. INSWING 37.59"x 82.19" +b7.0 -67.0 oro.3r: AL m w 5Buck and frame anchoring-2X buck masonry construction 2 6 From anchoring-I X buck masonry construction OUTSWING 37.59"x 80.69" +67.0 -67.0 CNK.er: LFS 3 7 Bill of Materials d Components oA.wNc No.: a FL-5891.2 0 _a SNCa t OF 7 N Q U RAClients\Therma Tru PERMANENT\H.66 Product Approvals\FL•5891\Drawings\Current\FL-5891.dwg,2.2 �I OR 0+m 7 p ® 1 ® ® -N N • O .m w �--1.54"- 0-T --{ _ O Z 0 0 N {---1.54"-•-^ I i 8 z 72 j Z x N A A o _ m D r- 10 O O N / n Q CN 1.54••—1 2 o 0.88" - 5 8 � m � � x m - —J- 3 a A A N N ifit a� A IO7LF n r O m 1 1 Iz =2 A N C0 HM�Q Z 0-- 1+tel � �J yyJ� No.43109 PRODUCT: Docum.nta Pm",—I By: QUITL OF 7 i " iHERMA-TRU Lyndon F. Schmidt R0 ....:. '•.... IUERCIASS DOOR P.E. No. 43409 F w 2 1 28/15 UPDATE TO STH D. 014 FBC LFS PART OR ASSEM13LY: `n/(,�//BUILDING COP SULTANTS, �NC. �1 rD-. (n 1 6 11 12 REVISED TO 2010 FRC JK el 1.Ul/ P.O. Bow 23C. valrico, Ft 33595 DA1-E BY DDDR PANEL DETAILS Y P m NO hone No.: 813.659.9197 REVISIONS I FBPE C.A. No. 9813 2000 R.W.BUILDING C-911—Ta INC. RAClients\Therma im PERMANENT\Florida PtoduLt Approvals\FL.5991\Drawings\Curren[\FL-SR91.dwg,3.2 K �I Z to N 0� --_----- -- 11 �+//f 7i a� o;a = O N LnW63) n O Oo V O I� O D • 2 �A A 10 ® L N ID W W W N m W W O lO �Z N O \ ,O cr(� O "O � y C w- o m r O :oi > x --- --- �ffl _L w N O 10 O A 10 m c O 00 o Z / _ a � N O _ N to \ rrn ) ^_ O -- 2 lm 4 O I • �z Z-7--�– No.X3409 n P PRODUCT: I Docum.r,1• P..oa..a Br. r ., 7 i m ^ 6WEOF ' 7HERMA–TRU Lyndon F. Schmidt � �OIEOF•�• A .. a FIBERGLASS DOOR P.E. No. 43409 �,s•''•••...••. ��:: �t m o z N ALJ, Q to D -[ 2 1 28/15 UPDATE i0 5TH ED. (2014) FBC LFS PART OR ASSEMBLY: LD��/ BUILDING CONS LTANTS,I�NC 11 I� N N r ut Om 1 6 11/12 REVISED i0 7010 F'E3CJK HORIZONTAL YY P.O. Bna 230, ldlic., FL 33595 NO DATE — ©Y CROSS SECTION Phone No.: 81M859.9197 REVISIONS FBPE C.A. No. 813 RNCltents\Therma Tru PERMANENTVtorida Product ApprovalslFL•58911OrawingslCurrentlFL•5891.ds.o,4.2 � t J I !Z y C r �0 • r J • „W •° � - �� 1,11 �t. a< rn 1 m � ° ° V to~ 0n 0 D (� �x m 0 y Ijj m CD V rn n la ! l N iO m f , z z � ° L1 ° t ° w 11/4"MIN. EMB.(TYP.j m m l/ m n 1 41`0 Ocr A�D �0r-- � \VO'C O0=m (m \ @/ I O 00 � n m 1114"M1N. EMB.(TYP.) ' ,`tf 111111/7/// _} No.43409 PRODUE:T: ooc—sa P°.Pa..d 9Yr ^; •T7Mi@OI' J 7 +t 3 P £ THERMA–TRO1 Lyndon F. Scht A10F60�;.r• `�� FIBERGLASS DOOR P.E. No. 43409 �� AL mid IA tb ? N BUILDING CONS LTANTS+71Nlt1t,\ o r0 -y t.e 2 1 28 15 UPDATE TO 5TH ED. 2074 FOC tFS PART OR ASSEMBLY: to m N1 6011112 REVISED TO 2010 FOC 0Y VERTICAL �P.O. E1 N 2J0, 659.9, F1. 33585 CROSS SECTIONS Phone No.: 813 659.9197 REVISIONS FFIPE C.A. No. 813 0 2008 R.W.BUILD—C016-1-8 I.C. 4 006.. �� ••'• '% n ". r-� _ A: \\ J O t-m \ ,O r/rrt1111111�`\ 00 m i p i °Zu TYP.HEAD 3 C E 6 MASONRY — — MASONRY y cw JAMBS OPENING I \ ` .~ g i OPENING � II c ' o a-- r 4 i vZ° x FRAME tWq 0 L ro TYP.HEAD 8 ¢ z j x a JAMBS z zo p,iJ I =2 IN ¢L 2X BUCK Ci �� > 2X BUCKWIo m p NI V; U r-' O U=5 a a p V Z BUCK ANCHORING STRIKE JAMB FRAMEANCHORING HINGE JAMB �o D Masonry 2X buck construction =N Ln CONCRETE ANCHOR NOTES: ala tr I. Concrete anchor locations at the comers may be adjusted to maintain the min. p edge distance to mortar joints. a N ° 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a�� a' maintain the min.edge distance to mariarjoints,additional concrete anchor, ---may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9 o 3. Concrete anchor table: MIN.CLEARANCE MIN.CLEARANCE. 10 o ANCHOR ANCHOR MIN. TO MASONRY TOADIACENI _ TYPE SIZE EMBEDMENT EDGE ANCHOR _ o a ITW m 27 - ❑ �J °ATc: 4/23/08 Z TAPCON 1/4" 1 1/4" 2' 4" o � scuc: N.T.S. CO D.G.e.: AL m' F EL1/4" ] 1/4" F, 4" ULTRACON -- --- -/---- wK.Dr: LFS WOOD SCREW INSTALLATION NOTES: DM..0-0, 1.Maintain a minimum 518"edge distance. I"end distance.8 I"o.c.spacing HINGE DETAIL LATCH 6 DEADBOLT DETAIL FL-5897.2 0 of wood screws to prevent the splitting of wood. N seen 5 or 7 O v K ` Qom•. . .. Q,% a " I a -- --� to: g e Q�.•gg�� r`-0 _ I onmz aN -: a Z S y Ea z n MASONRY jj, ` a 0, ©a a m OPENING ---- LL 0 1 28 G E Z i ',i Jb FRAME , X d GZ TYP.HEAD 8 —I 27 - ❑ mo � 1 JAMBS v =,o x rl Co 1X BUCK �j W� sl xT xw z LATCH a DEADBOLT DETAIL C ✓: V O O 4 -I' e 0 a STRIKE JAMB FRAME ANCHORING HINGE JAMB I d IZ Masonry IX buck construction c O CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the corners may be adjusted to maintain the min. w�Wl edge distance to morterjoints. a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to mcintoin the min,edge distance to mortarjoints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension ore not exceeded. �w Z 3. Concrete anchor table: _ o MIN.CLEARANCE MIN.CLEARANCE ANCHOR ANCHOR MIN. TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR aac: 4/23/08 i z ITWeis SME: N.T.S. $ TAPCONO 1/4" 1-1/4" 2" 4" - owc,En': AC o 1TW iAPCONo 3/16" 1-1/4" 3" 1-1/7' c...a.: LFS 3 HINGE DETAIL E °�wwc NC.: a WOOD SCREW INSTALLATION NOTES: v rFL-5891.2 a I.Maintain o minimum 5/8"edge distance.i"end distance.8 1"o.c.spacing o of wood screws to prevent the splitting of wood. SMCa _L OF 7 O v d A. BILL OF MATERIALS _ n ITEM DESCRIPTION MATERIAL A IX BUCK SG>=0.55 WOOD up B 2X BUCK SG>=0.55 I WOOD 1 ----4.56"- - :�v'•. CMAX.114"SHIM SPACE WOOD ��.� '' •.. •A� o m m `A-2-3r4-PF REYESCR E L_ nt�� i dm o E MASONRY-3,00D PSI MIN.CONCRETECONFORMING TO ACI CONCRETE - 0 n Z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 $5 I_..r G 3/t 6"X 3-i/4"PFH ITW CONCRETE SCREW STEEL o F- -2.36" H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL N n 4 c°a J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL . m a a a HEAD 6 SIDE D L: K #8 X 2-)/7'PFH WOOD SCREW STEEL 17 24 Jamb E o Z L #10 X 7'PFH WOOD SCREW STEEL g W 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 8 �d 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 1 9 4"X 4"HINGE.097"THK. STEEL 10 #10 X 3/4"PFH WOOD SCREW STEEL i 7 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL 18 LOW PROFILE OU TSWING BUMP FACE THRESHOLD ALUM./WOOD 2.2G 1� z 19 HEADER JAMB'PINE.S.G.>=0.42 WOOD 20 SIDE JAMB PINE,S.G.>=0.42 WOOD 21 K'WIKSET SIGNATURE SERIES 780 DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL �--------- ~m a J 28 DEADBOLT PLATE STEEL o �' 32 DOOR BOTTOM SWEEP PVC al a 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUNA.COMP. lg LOW PROFILE OU75WING BUMP FACE a 40 FIBERGLASS DOOR PANEL-SMOOTH STAR 41 SS DOOR SKIN.070"MIN.THK.FIBERGLASS BY SMC m THERMA-TRU WITH YIELD STRENGTH Fy(.MIN.)=6.034 PSI 42 TOP RAIL COMPOSITE 43 LATCH STILE LVL WOOD 44 HINGE STILE WOOD © I`^ o Z 45 BOTTOM RAIL COMPOSITE g 46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM 5.75"------- w 00 47 )LOCK BLOCK REINFORCEMENT WOOD I o NOTE:WOOD/LVL COMPONENTS)PINE.SG>=0.42) L a 11 Z D: z Q 1 h N z I n\o _ � _o 0 �ZSELF ADJUSTING SADDLE THRESHOLD `V z DATE: 4/23/08 ? O < soae: N.T.S. owc.BY: AC m F CMN.B; LF S ; FL-5891.2 0 swen 7 or 7 u