Loading...
HomeMy WebLinkAboutBuilding Permit Application (3) THERMAITRU® _�c ". ...6....:41.....,..1:7-;= S DOORS �., 1. 141oz 1.0:>.... 4-$ o zi Fiber-Classic. & Smooth-Star. ALE "'pF.0... COPY rr, r I1,►i s� n . v Eomo ogv axid \ \ ! E3 11,20 ;$, COMPOSITE EDGE F37.75'MAXO.A.-- V a =°La FRAME WIDTH m a a o OPAQUE FIBERGLASS SINGLE DOOR °_ g 8 ;a A • INSWING/OUTSWING Z0 "IMPACT' 1 't Nl, Fill PGO Z ES g =0Z S GENERAL NOTES c 0 z z ¢� 1. this product has been evaluated and is in compliance with the 5th Edition{2014)Florida s 2 0 g' 3 _, A? Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" O O + , N w•{HVHZ). 5= so 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment m r=„ _•z OLIO° e. R.E to base material shall be beyond wall dressing or stucco. m a a a .• 3When used in areas requiring wind borne debris protection,this product complies with m . Section 1609.1.2 of the FBC and does not require an Impact resistant covering.This .5 product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and I 0 01 n Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown 5. for 2x buck masonry construction. z 0 S 5. Site conditions that deviate from the details of this drawing require further engineering N analysis by a licensed engineer or registered architect. 1 0 1 6. Fber-Classic&Smooth-Star Door and Sidelite panels require the use of"d'part numbers and must be stained or painted within six months of installation. .2' TABLE OF CONTENTS z I. SHEET# DESCRIPTION w i .g' 1 Typical Elevations,Design Pressures&General Notes s° 2 Door Panel Details 0 'm 3 Elevations • DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSE) z 4 Horizontal&Vertical Cross Sections{2X Buck) CONFIGURATION INSWING OUTSWING 0y Da 5 HorIzontal&Vertical Cross Sect ions IX Buck) POSITIVE NEGATIVE POSITIVE NEGATIVE DATE:08/02/16 = 6 Horizontal&Vertical Cross Sections(Direct to Masonry) W 7 Vertical Cross Sections(Thresholds) x +67.0 -67.0 +67.0 -67.0 scuc N.T.S. a e B Buck&Frame Anchoring Dwa or: JK m 9 HardComponents See Sheet 3 for Hardware Specifications CFR.m LFS 10 Components DRAWING No.: CC ti 11 BSI of Materials FL-20468.1 m o N sH¢n 1 or 11 42, 6 .0%iiiii I/14, . 4z.,,V. ''••..441.'s EXTERIOR 1.198" _.-1 -.-I 0.406" EXTERIOR 1.198" _.] 0.6' 1...._ .......1 1.198" h-1.875"-.-I 1_0.5" 1.198" r 1.875"-1 r•-•0.406" i. LOCIK BLIOCK1 1LSTILE COMCAPOP SIE r;i 1411— lilliWk41 COMCAPOP SITESov0›.'1-.>.4..• e•l..I..1;11i1gy"10o11',‘4 COMPOSITE HINGESTLE INTERIOR STILE COMPOSITE HINGE STILE INTERIOR LOCK BLOCK (ENGINEERED WOOD) (12.S'LONG WOOD) (ENGINEERED WOOD) \ t4 I CAP (ENGINEERED WOOD) (12.5"LONG LVL) CAP (ENGINEERED WOOD) N I il 9'6'8 thlj t C)HORIZONTAL CROSS SECTION ()HORIZONTAL CROSS SECTION 1 " 2 Itic A 1 TOP RAIL • z 0 ia A (COMPOSITE/ENGINEERED 8 Q I WOOD) 36.0 MAX. 35.813"MAX. 35.813MAX. '''', '+';',1 :..i. 1.::W: ',.ii.i.i: 4,6 ce g • ' . .. DOOR - DOOR _ — DOOR - ar, PANEL WIDTH PANEL WIDTH PANEL WIDTH44 P M ec 8 . , .E. •,.:,,.-....'......,•::.!. , k 0 0 0 • • FOAM CORE ..:,.:••,,:,..'..II.. CD ..;.,,.:......V (POLYURETHANE- •.'1;9.':?.V . k ,?.,..;:,..y,.,...: 1.9 PCF MIN.) . n 0 WI 1 Oil 1 -'-- 0 will ow - -- 0 iwor ilitilll -- ._, ____,J ,,, v _ 1. . INTERIOR EXTERIOR 1 St I— ..,==e .,: e.' I''. 5 r -..----- .---1 , ,,- ' 0 INTERIOR EXTERIOR • To T. LI in , .i t. . to .-, .= , .4 • • • • 0 •••:'...1,,..5.,:.':;".: Ed .., ;1 od gl .1. 1. . , 1 , ...:,?.....:. ...:::i. ...„----p g .. 1 _i_ FIBERGLASS SKIN ,e --1 `,-- 1=-__I r 9 i ;.......• ,..• eg 1.---.I,,--,„:9 . ri 0 (0D73"THK.) d a 0 0 j 0 e. \ ." \0 -f. g X X \ 7 I g x----, -• ;. g N 1 1 BOTTOM RAIL 1- 4 •,,2 K. . I 1 1-.-1.71"-,-1 I 1 2 VERTICAL CROSS SECTION C)VERTICAL CROSS SECTION 6 E Z O 08/02/16 _— =.7.-__ .4,. ,,. / \ ,---7-, 2 scALE: N.T.S.N7S2 . 6 DWG.BY: JK c,... croc.ay: LFS .i (> t> L> DRAWING NO.: Ci .11 (A.Thi DOOR PANEL Al DOOR PANEL . 0 DOOR PANEL FL-20468.? BOOK V...1...../Hybrid Door U1 Door n SHEET 2 OF // 0 re \%%%III I111rr4 ', '. EDUD 6 0 ',, .-- .•. , Em ' a 411 moo`,`? z d�d v UNOZ . rl 1)-1 V 1 Em z,4.. E 3 9 in°La • ,�� \_/ • 8 LL Recife 9 S of .. ; VK, 8 HARpWARETABLE k :< 2 5 MANUFACTURER MGDEL T.) 3 inkTT.Q 6 / \ �� 4 5 6 0 SCHLAGE KNOB: F51 z DEADBOLT: B60 z$ y v 0 8 ^ KNOB: SIGNATURE SERIES I H r o �/ �/ KWIKSET DEADBOLT: SIGNATURE SERIES(980) I m w0 w SEE HARDWARE HOPPE MULTIPOINT:MPDGART m w CHART (THERMA-TRU) (3 pt.Manual Tongue) r z I . o 0 cea o. g / \ / \ m a D 4 Y 0 3 4 Q7 To G N Z 'a c75 O 11 i ihIt I� 1 m login ` rt ;1 , O f �IlliiiY u 008/02/16 z N.T.S. 0' ow. ymo cm.By: LFS 3• Fiber-Classic/Smooth-Star Door Panel Options WIN Panel options shown are for Illustration and are representative only onnFL uo.: a ri FLMO.: 2 (similar opaque panel configurations are allowed) N G SHEET 3 or ILI 0 el \`\`\\\Ill*Illi f//,/,//' 7. . er.MI.J5TO �-;;;;;')........,.........-044:1.1b.,.$11PPO0z' . 0 � /////111 \ di: d kk0 3mo0S Ncw B maneQ lLL 000 / 1131e: 0 0 Fm EXTERIOR .\ INTERIOR o .n rn 1.15'MIN. o Q '\VERTICAL CROSS SECTION EMB.(TYP.) 0 m i oy 0 q Shown w/2X Buck n 0 Outswing shown(Inswing similar) O ,=. ¢ i; eV) •g 0 0 U 5 0, a E O 0.15'C•SINK 0.15'C•SINK 0 rm a . . -- 0 . 1 (IYP) �P) • 0 ii 0 Wi! • 0 0 o :uuruuunauf,n Li INTERIOR INTERIORiiisij �+�+esus+ivaaan:., 1 I_i_. e 1 pe. rr .. /W� � \ 1E1111' 1'. 0 W 3 agrii_ i � .. ►1j 4 LL • . \ O g n ® © EXTERIOR EXTERIOR • = 000 0 Z 1 1-1/4"MIN. O 000 1-1/4"MIN. DAM 08/02/16 n EMB.RP.) 0 EMB.,TYP.) BCA: N.T.S. 1 DWG.BY: JK m ()HORIZONTAL CROSS SECTION 33 HORIZONTAL CROSS SECTION CNN.BY: LFS i€ Shown w/2X Buck q Shown w/2X Buck swwojo No.: m € Outswngshown(Inswingsimlor) Ouiswngshown)Inswngsimilar) FL-20468.1 m 0 SHEET 4 OF 11 O ® Tr 40 /3314S ❑ 0 G CP !'89bOZ—l4 (iopugs6ut sul)umoys6uImslnp (mllwlsBulmsullumoys6u }np XI ,ON ONIM0 G ilonq qns x I/m umoyS S �lonq-gns Xl/M umoys S S l "' NO1103S SS0801d1NOZI OHO NOI!'3S SSOVO WINO/MOH O Ca Nr ue'OM 2 C p o 'STN ams z 91./Z0/80 3n0 Nu)'11N43 0 3 ° 'NIW,�b/l-1 ('dAll'9W3 'z A ° O 0 000 C)00 in NW a01831X3 ,,. M 7101831X3 • 0 . ° w,%1I111�11,e .:...,: o Q I OaOIa1Nl 44) ° e � jililh I 1111I m o a p NAo � © o pp m mZ �� "� popwls 6ulmsuQ umoys Bulms7np O 9 zy { onq•gnsXI/mumog5 S ��` a NOI1,3S SSOBJ 1 '3LL 3A I g -- 8 A x 2101213.1N1 �� 21012131X3 A I 0 Q klkl 000 Jr mass • „ 1 ��`,,-, nv c i3 14 A r. 'oro O _ l_ � siaylo Aqo/uuosoui o mo E. ��JJJ ...______...........i ofpainoesegofbaneXl 11/,, w %11111 0 zi.(nn i-+ J� O 'i, N =� � g 4.:1; ``111111111///1, `-C: • •...,f,t,i :11' 0 I 1 0 MAX. ��,? Z ¢. e; ��_ /..•.., ...•A..`. 2 of rD • iii/' co / ...r O `4. t Ti a; ' /// 1 mr1` "' m� 0 `�M hoz 000 . 14 m a a.. t Z j 000 c° 7 1 / �L1 EXTERIOR INTERIOR EXTERIOR INTERIOR ''a IY 2 I VERTICAL CROSS SECTION °VERTICAL CROSS SECTION6 Shown Direct to Mo( ; jamb onry Shown Direct to Masonry o 0 8 Outswing only w/ Outswing only w/6-9/16'jamb q. DIRECT TO MASONRY MAX.DESIGN PRESSURE: '�� w/STANDARD STRIKE=±55 PSF $ m 6 w/SECURITY STRIKE= ±65PSF IV m o�- '6z ° xK R , U a n N 0 0 0 0 L, �i • 0 0 � Tv INTERIOR , r 0. 1:Z: 1 C Ik. t - mmm J .H %; a a,• o IJz INTERIOR 1 • "4 Enliallailattl.:& N N Riga!i . ' • c,' s 14. AIN pi 11/4"MIN, • i 1'i�\ N _ EMB.(TYP.) 1-1/4"MIN. i \i " o:Er . EMB.(TYE%) o ;IIID\\\\\\\\\\ \\\\\Zit a 24 \ o © EXTERIOR (F T 1-1/4"MIN. �� ( • EXTERIOR \J a 5 `J EMB.(TYP.) Z o rz © 1-1/4"MIN. DATE:08/02/16_ z = EMB.(TYP.) Ste: N.T.S. C)HORIZONTAL CROSS SECTIONHORIZONTAL CROSS SECTION �.rr: JK 'm- HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION 3T. 1S Shown Direct to Mason Shown Direct to Masonry 6 Shown Direct to Masonry CHIC es: LFS Outswingonly w/4-9/1 Masonry jamb 6 Shown Direct to Masonry Outswing only w/6-9/16'jomb Outswing only w/6-9/16'jamb DRAW1NC NO.: N Y I Outswing only w/4-9/16'jamb FL-20468.1 0 N SHEET 6 Or 11 O • Notes: `A • • '••�50.,. 1.Sill Item#'s 17,18,32,34,35,36,37,38&39 are attached to jambs w/(3)#8 X 2-1/2"pth screws at each end. �0,:' .' '� Sit Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/7'pfh screws at each end. :4; S' S' Sill Item#15 Is attached to Jambs utitzing(4)#10X1-1/2'pph screws at each end. _V? * ,Qy a ►2� om �,i i''•.. ... �`, .26F)" INTERIOR r EXTERIOR INTERIOR r ,. EXTERIOR ��►►►► *mitt. o_. z F U N o g=� Z m o V -, 000 0 000 0 N it: ®m® i A a 00000 8 S SEE NOTE 1 • 11"I SEE NOTE 1 I II` t:Iiifiggf ix mo AA O .i O 0: ty e.e 0 • ^• • e W(0 W N G z o w '\VERTICAL CROSS SECTION 'g ° vs 7 Inswing SIII O2 VERTICAL CROSS SECTION a a g 7 Inswing Sill c m 'a • h EXTERIOR I ,' INTERIOR EXTERIOR p ' INTERIOR I, N z mmm O 00(1) 000 C) SEE NOTE 1 ���` a ���`illi SEE NOTE 1 —...--b D D WZ I ➢ .,e a .. 'D'. e • Q O D• D• z u DATE:08/02/16 1 I SCME: N.T.S. O VERTICAL CROSS SECTION 4 7 Outswing Sit 4O VERTICAL CROSS SECTION Dwa.er: dK 7 Public Access Sill CM BY: LFS 3 DRAWING NO.: C m FL-20468.1 0 N SHEET 7 OF 111 0 d Mil x2-1/2" '''/// //1 Itt►�t'O�,``� • HWS a— in z o m d JAMB TO HEAD DETAIL ' g. 8'a o z (TYP.) 9 0 z z d t4 Ern z m D 0 opal V s ,: $ EE uz 4,.(TYP.) �1 4"(TYP.) �l l 8 a S • _1_ _�J -- - •e• . 1 a / ii _ ,==• r � 0 O 2X BUCK '� m € HEAD&JAMBS HEAD&JAMBS O 1X BUCK �m 1 (1YP.) (TYP.) u BUCK ©DIRECT TO I• .11c> ig MASONRY o m 2X BUCK © & 60 PSF MAX 67 PSF MAX FRAME HEAD&JAMBS n o. (TYP.) m a V k iL =o `U 5E z S s ci 1 i'L -- � • I __ I wz Q F O MASONRY o ?: (FYP') 2X BUCK ANCHORING 2X BUCK ANCHORING FRAME ANCHORING Z LT W DM:08/02/16 Z isum N.T.S. W. DWG.BY: JK m 4 CHK.BY: IFS 3 DRAWING ND.: D: 5 FL-20468.1 0 o G SHEET 8 DF 11 N 0 • • ,```,�i U*11 ri lgpff, CL. • _".1 4C 1f,� g 0L w O itD.7 0 et, _on 2X BUCK O 0 E o T o ��',,i'/'1 1*P1f`���'%� N>' m • SEE HINGE ^0 ^p o o z° ix BUCK O .� DETAIL(TYP.) g'« a a e u xzd DIRECT TO ©-����i►-0 — 1 Em 2 II a -t MASONRY 11� i g 9 o L w "a o m Y. 2X BUCK® m 1Q �i >t `o= 1XBUCK O /M. • —� SEE TONGUEa (� 8 QOM m �0o STRIKE DETAIL �� 2X BUCK O S V' DIRECT TO • MN IX BUCK O 111 V MASONRY g • o �, c LATCH&DEADBOLTDETAIL "' �'m pli �' • 4' DIRECT TO 0.1410 • MASONRY o S Kwkset } t �I� ® o o .) 1 .' SEE LATCH TONGUE STRIKE DETAIL .1 `' 2X BUCK 8 DDEADBOLT ETAIL SEE LATCH ID MUIhpoint Lock o 1X BUCK 6 DEADBOLT ID DETAIL _ o 1 MASONRY©_�^ SUB STRIKE • _ • o �y• PLATE •i a a $ 2X BUCK Ir m g �� ` _ 1X BUCK ©�Ailr G 1 E_6_0 STRIKE JAMB HINGE JAMB STRIKE JAMB DIRECT TO 25 2X BUCK® Latch and Deadbolt Multipoint Lock MASONRY ,�I■ z AIX BUCK O . `i DIRECT TO© /ill ® 1 1 MASONRY O2X BUCK ® LATCH d DEADBOLT DETAIL Pi LATCH&DEADBOLT DETAIL O 1 X BUCK Multipoint Lock c DIRECT TO u Schlage ©MASONRY MULTIPOINT LOCK STRIKE DETAILS 1 LATCH&DEADBOLT STRIKE DETAILS �� � .I�1►� g tv DIRECTTO �� a (Standard Deadbolt Strike Plate) k�• ©MASONRY �' I�;� q O o FL z u zQ oniE:08/02/16 _ i DEADBOLT STRIKE DETAILS HINGE DETAIL SCALE on.BY: N.T.S. GJK el (Security Deadbolt Strike Plate) CHK.et LES 3 CRAVING NO.: ¢ FL-20468.1 c n SHEET 9 OF 11 N 7.5' ry 4.56" c ?V ..i 5:7.59" } 'N.y i M 'O+'-ars i* I,rij r'�2.36"— .-I II 11111 onmz° OINSWING THRESHOLD $7 INSWING THRESHOLD O WOOD JAMB B� 7 5 u x i d $2 Inswing Basic Composite Adjustable SE 7-1/2" Inswing Basic Med 7-1/7'5111 ! E m z-m N ‘"p E y+ 9 0 o a 583" a 1 md`a1 ' f 4.56" 4.56" r `4 1I g to �I al r LL • T Ei S OINSWING THRESHOLD (,:17)2 INSWING THRESHOLD 16 OUTSWING THRESHOLD z P Inswing Basic Fixed SII Inswing Composite Adjustable 571 Composite S® o .: 5.75' li 60 a o o — 5.77' c 4.56" �m o m m " r1'1 oo ti (:-11.\INSWING THRESHOLD 11 T--� m a Inswing Moderate Climate SB 1-3/B" O INSWING THRESHOLD 39 Inswing Basic Composite Adjustable SW � OUTSWING THRESHOLD S Composite/Aluminum SII 0 5.75° I to 8 1 — 6.0" o o d 5.75' O INSWING THRESHOLD Q 35 Inswing Moderate Climate Sill L • i 1. O OUTSWING THRESHOLD m 5 75" 5 PUBLIC ACCESS THRESHOLD .8 Composite l BreakAluminum Hi o i f 5, a c5. il W I 2 a L1 onAL:08/02/16 _ a - sr N.T.S. 4 O INSWING THRESHOLD II---1.79"� 1--1.97' I DWG.BY: JK m 6 ° f--2.06"—►o CNK.er: LFS ; inswing Basic fixed 5-3/4"SM La — DRAWING NO.: ¢ o O SWEEP 0 SWEEP °SWEEP o m n $ �Q FL-20468.1 0 osemi 10 of 11 ro BILL OF MATERIALS BILL OF MATERIALS .?4C,.... `\,C', ........� ...V�o . ITEM b DESCRIPTION MATERIAL ITEM U DESCRIPTION MATERIAL • 4.:& S I�at.J r. u°'i A 1X BUCK(SG>=0.42) WOOD 25 #8x2-1/2"PFH WOOD SCREW STEEL f6T1A z ro=g B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL '„,��''"•.. ��`� 1 z •� D 1/4.X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL 4, ..P.\\\\\ >>°6- ...4 MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL /// L I lv\\ '' •1A z6 E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL \ pec 8 x={ G 3/16”X 3-1/4.ITW CONCRETE SCREW STEEL 29 4"X 4"HINGE STEEL V ` 1 i• 9 S c W J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP \ g y ,d j? L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 31 MULT►POINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP i.: • m d s M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP ;Ju 1 N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMPa 1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP st 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP EA 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP ix VT g B SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP c. 9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) • VINYL 38 INSWING THRESHOLD ALUM/COMP I oWcr- 10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP gi 1 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) - 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) - m • 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(111) - o o m 8. 18 OUTSWING THRESHOLD ALUM/COMP & c. g 22 #8 x 3/4"PFH WOOD SCREW STEEL 23 #10 x 3/4"PFH WOOD SCREW STEEL m g 24 #10 x 1"PFH WOOD SCREW STEEL u 1 CA CONCRETE ANCHOR NOTES: o I.Concrete anchor locations at the comers may be adjusted to maintain the min. N edge distance to mortar joints. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to I maintain the min.edge distance to mortar joints,additional concrete anchors ' may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. a 3.Concrete anchor table: i n g ANCHOR ANCHOR • MiN MIN•CLEARANCE MIN CLEARANCE " o TYRE SIZE EMBEDMENT;; TO MASONRY TO ADJACENT i a a :. $ TAP ON®i /4" 1-1/4" 2" 4° z EInv iLCO ® DATE:08/02/16 1 a ULTRACON1/4" 1.1/4" 1" 4" e W I1W SCALE N.T.S. 2 e TAPCON® 3/16" 1.1/4" AS SHOWN 1.1/2" MC.BY; JK 0 cnic.FM LFS 3 E WOOD SCREW INSTALLATION NOTES: DRAWING No.: m I.Maintain a mInimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-20468.1 nwood screws to prevent the splitting of wood. N SHEET 11 OF 11 r3 ..--i'