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HomeMy WebLinkAboutFiber Glass DoorsV 2 IH-ERMAITRU" DOORS Classic -Craft � A RECEIVED DEC 10 2021 St. Lucie County Permitting OPAQUE FIBERGLASS SINGLE DOOR ►NSWING/OUTSWING "IM PA Cr' GENERAL NOTES 1. This product evaluation drawing has been developed in compliance with the 7th Edition (2020) Florida Building Code (FBC) including 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 the "HVHT' this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT' requiring wind borne debris protection this product complies with FBC Sections Mau & 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 & R30T 2.1.2.1. 5. For 2Y stud framing construction, anchoring of these units shall be the same as that shown for N buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #21 under active doors meet water infiltration requirements for the "HVHT'. 8. Inswing configurations and outswing configurations (other than sill item #21) under active doors do not meet the water infiltration requirements for the "HVHT' and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION SHEET # 1 Typical Elevations, Design Pressures & General Notes 7 Vertical Cross Sections (Thresholds) 2 Door Panel Details 8 Buck & Frame Anchoring 3 Elevations 9 Components 4 Horizontal & Vertical Cross Sections (2X Buck) 10 Bill of Materials 5 Horizontal & Vertical Cross Sections (1 X Buck) r 6 Horizontal & Vertical Cross Sections (Direct to', . 37.75" MAX. O.A. FRAME WIDTH •1\1111111'. W , ��.'• co 6 :.7 ♦''''�/1111.11�11 N N N —i w �o wz 0 J Z)O Z W Z Q V) 41 QN QtC5 I— W(,� W W� O Z X FZ- w CD J W F Q Q I' LU co o 1 o.LU a� :l a � CL DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) CONFIGURATION INSWING OUTS WING POSITIVE NEGATIVE POSITIVE NEGATIVE x +55.0 -55.0 +55.0 -55.0 DATE: 4121120 SCALE: N.T.S. DWG. BY: RW CHK. BY: LFS DRAWING NO.: FL-23957.7 SHEET OF m E DOOR PANEL SECTION PANEL REINFORCEMENT (0.023" Thick Steel) 0 D 0� STEEL REINFORCEMENT 28.86% OPEN AREA MAX. * #8 X 2.5" PFH WS (TYP. @ EACH DOOR CORNER) 36'MAX. DOOR PANEL WIDTH 40 DOOR PANEL BOOK "Classic-Craff" SERIES DOOR PANEL FIBERGLASS DOOR SKIN: 0.125'MIN. THK. FOAM CORE: POLYURETHANE FOAM (1.9 PCF MIN.) ;il 40711- 119=0 DAK"CAp HINGE STILE (WOOD) (ENG. WOOD) 4.1 --I �— 0.4- . I LOCK STILE STEEL REINFORCEMENT (ENG. WOOD) (0.023" THK.) rl '� HORIZONTAL CROSS SECTION 35.813"MAX DOOR PANEL WIDTH 41 DOOR PANEL Hybrid Door OAK CAP (WOOD) OAK CAP HINGE STILE STEEL REINFORCEMENT LOCK STILE (WOOD) (ENG. WOOD) (0.023" THK.) (ENG. WOOD) (-2"HORIZONTAL CROSS SECTION � 2 ) 35.813" MAX.DUum —1 PANEL WIDTH r 42 DOOR PANEL U 1 Door - OAK CAP (WOOD) RAIL -----TOP (COMP.) ............. Ot c:) Ot CD 7�- STEEL REINFORCEMENT (0.023" THK.) FOAM CORE---' FIBERGLASS ---- SKIN 01 cl� C5 ------- BOTTOM RAIL CD (COMP.) VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DATE: 4/21/20 SCALE: N.T.S. DWG. BY. RW CHK. BY: LFS DRAWING NO.: FL-23957.7 SHEET 2 OF 10 R:\Clients\Therma Tru PERMANENT\A - Florida Product Approvals\FL-23957 CLASSIC CRAFT HVHZ Impact\C - Drawings\FL-23957 (2020)\FL-23957.7-9.dwg, 3.1 V ICJ ICI c 0 �'S N 0 � 0 ❑ ❑ C ❑ CD ro ❑ Q C C. 0 Q =' o -a ❑ O ❑- N n N (D (D rn aCD rn 0 0. rn .............. O.•.c -o m 0 z :::m:::::::•: 0 0 ('c e No.43409 , July 23, 2020 ,!! A m � = * � n PRODUCT: P BY: i � STATE OF Documents Prepared THERMA-TRU Lyndon F. Schmidt �'• �COR10P•.•''G� Ic.} fv z { j _ FIBERGLASS DOOR P.E. No. 43409 It�s•••''G�``�� U o Z o Ln r— -1 PART DR ASSEMBLY: G%� BUILDING CONSULTANTS,��N� y1`, Iv N cn N 1 7/23/20 UPDATE TO 7TH ED 2020 FBC LFS e� l� P.O. Box 230. Valrico, FL 33595 � v NO. DATE BY Y Phone No.: 813.659.9197 REVISIONS ELEVATIONS FBPE Registry No. 9813 W ZOZO R.W. BUILDING CONSULTANTS INC. RAClients\Therms Tru PERMANENT\A - Florida Product ADDrovals\FL-23957 CLASSIC CRAFT'HVHZ ImDact\C - Drawings\FL-23957 (2020)\FL-23957.7-9.dwo, 4.1 -i z �X •Z —�'. O � O (Q tyi? to 3 Ry7 Q -4 7 m -- 0 rn m oO vo M O c m a•. 22 O N a' cn rm Q n 2.4 n • X ~ ,.C, ° _n 0 v N y ° m Z ;o °. a 0 p' a v 0.16' C-SINK n M M L o o. ITYP) s, M M 1-1XMIN. _o EMB. (TYP.) y. O _ 1 z N 0 r- n -V z D�� r o0 H y m Q y v' D m ?C�?�1 go G� •• , No.43409 July 23, 2020 : m x D rn PRODUCT: Documents Prepared 8y: ® grA7EOF ` z m i �OR10p;.••' THERMA—TRU ,Lyndon F. Schmidt I " j FIBERGLASS DOOR P.E. No. 43409/��SS1,O •••• ����� (JIr- -1 PART OR ASSEMBLY: BUILDING CONSULTANTS, I�I g (n tv 1 7123120 UPDATE TO 7TH ED 2020 FBC' t'FS P.O. Box 230, Vairico, FL 33595 � N0. DATE BY CROSSHORIZSECTIO S (2XONTAL & TIBUCK) CAL Phone No.: 813.659.9197 REVISIONS FBPE Registry No. 9813 0213 R.W. BUILDING CONSULTANTS INC. R:\Clients\Therma Tru PERMANENT\A - Florida Product Aoorovals\FL-23957 CLASSIC CRAFT HVHZ lmnact\C - Drawinas\FL-23957 f2020APL-23957.7-9.dwo. SA M 3 Q M IN ' LIVID. i I I r.1 Z ,11111111�/,/y/� 01• ••CiEH.•• I ```� • •,� No. 43409 July 23, 2020 �-0Ch ; m `� Z PRODUCT: Documents Prepared B P Y• i STATE OF �����•'• FLOR1Dp.= .m h THERMA—TRU FIBERGLASS DOOR Lyndon F. Schmidt P.E. No. 43409 W ° Z N U1 r— —i PART OR ASSEMBLY: BUILDING CONSULTANTS,/1��11111 I~ v cn N 1 7 23 20 UPDATE TO 7TH ED 2020 FBC LFS HORIZONTAL & VERTICAL RTICAL 33595 Box3813.659 N0. DATE BY CROSS SECTIONS (1X BUCK) P one No2P.O. 9197 REVISIONS FBPE Registry No. 9813 © 202ro R.W. BUILDING CONSULTANTS INC. ..t1111111►.. a 1 EXTERIOR%//a INTERIOR 1 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: 47 PSF Q 1 :< C 1 < C G ireZ LoZ . Z_ n INTERIOR 4Q 41 42 - p� p a Q p� D W� M N M 1-1/4" MIN. `*4 EMB. (TYP.) E EXTERIOR E > E 1-1/4" MIN. EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION b Shown Direct to Masonry b Shown Direct to Masonry Outswing only w/ 4-9/16' jamb Outswing only w/ 4-9/16" jamb MAX. � 7 MIN. ' D o EXTERIORINTERIOR 4 VERTICAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 1 EMB. (TYP.) %5 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' jamb = gAr cn �x10 M �N z° 41.0 -J 'G, ornao • ''���11111 �1 `\` � � ri z m V N N O O .� v 0 xz 0 e Em Z too N �ft! EN-R po MmmN ` a a. 0. —� E 0 z 0 c 41 Jp o .JZ QO U� o Q ire QEn �U �g M QLU w � zoo 0] Q N En OO O d W a In X 1 m C � - U'` - m . N O N W a a. w z O INTERIOR = cn n 40 41 42 N N C cl� uJ O N ui N Q p ^ C1 EXTERIOR E Z M 1-114"MIN. DATE4/21/20 EMB. (TYP.) SCALE: N.T.S. b HORIZONTAL CROSS SECTION DWG. BY: RW b Shown Direct to Masonry CHK. BY: LFS Outswing only w/ 6-9/16' jamb DRAWING No.: FL-23957.7 SHEET 6 OF 10 0 z M z E J 7 W z 0 U 0 z 0 J_ 7 3 V 0 N 0 N ..�1111111L. Notes: 1. Sill Item Vs 13, 16, 17,19 & 20 are attached to jambs w/ (3) #8 X 2-1 /2" pfh screws at each end. Sill Item Vs 14, 15 & 21 are attached to jambs w/ (2) #8 X 2-1 /2" pfh screws at each end. Sill Item #18 is attached to jambs utilizing (4) #10 X 1-1/2" pph screws at each end. INTERIOR EXTERIOR 13X19X20 SEE NOTE 1 E . .p . • D . ..° a ') D ° - p D• e D ° 1 VERTICAL CROSS SECTION 7 Inswing Sill EXTERIOR INTERIOR 40 41 42 7 SEE NOTE 1 14X16 a D e D p ' 3 VERTICAL CROSS SECTION 7 Outswing Sill E EXTERIOR :40)g §— SEE NOTE 1 INTERIOR 7) 21 D� 4 VERTICAL CROSS SECTION 7 Outswing Coastal Sill INTERIOR SEE NOTE 1 2 VERTICAL CROSS SECTION 7 Inswing Sill p � ''• 0)F3 � � o rn ao Z 0 41/ l0; e-OK'S < to z o 00 O F) m U N CDv 0 xZ.0 E� Z O m N Q p 0 O c kl N N n d mad m !L io Z � —� _ c U _W Jd � E Of -too 0 e �o o:w p D I to co Ir :5 J ¢` U MLU e S� ~m N �Z a >� U 7 0 W O Cn o � a EXTERIOR INTERIOR 40 41 42 10 D E P CE SEE NOTE 1 ° e D D p D e 5 VERTICAL CROSS SECTION 7 Public Access Sill DATE: 4/21/20 SCALE: N.T.S. DWG. BY: RW CHK. BY: LFS DRAWING NO.: FL-23957.7 SHEET 7 OF 10 E El N 0 ro RAClients\Therma Tru PERMANENT\A - Florida Product Approvals\FL-23957 CLASSIC CRAFT HVHZ Impact\C - Drawings\FL-23957 (2020)\FL-23957.7-9.dwg, 8.1 r E9 ra M X X OO Q c c -I 16" MAX. O.C. (TYP.) -At 5 4" (TYP.) —1 �—t OZ 00 m rn wn 0 Co Z x m N y tJ x 2 � "a -�p 2 IT, 0 r. 0 -n O n m ::z0 �x x v s- 3 X X ou y n n 14.5" MAX. 6" O.C. (TYP.) (TYP.) Cn (D O rn N �rt-lx D Z ~" t- G) N z m rn to 3 ` 0 25.5" BOOK 25.5" BOOK 25.5" BOOK y 8.12" FROM TOP ,;a x X DOOR DOOR DOOR OF JAMB < 0 n n 25" U1 /HYBRID 25.51125" U 1 /HYBRID 11.125" FROM TOP < 0 � � � DOOR �~ U1/HYBRID --- - DOOR DOOR OF JAMB c Q rrnn o� oi — 61" (± 1.5") 0v '� n ! — 25.3748.19" _;:d o rn 0 _ 0 m y y On W cc pm Am —{ ra m n n �TIm 0 -<O 7r� 7q Dv5 �vz w r r0x `Drn C QO ` ``111111If1!! / SCH G ` n ti y CA); a C _ No.43409 t•, July 23, 2020 m ?I PC, �' D PRODUCT: Documents Prepared By: �(� STATE OF Z THERMA—TRU Lyndon F. Schmidt �i��••OR1DP.•••��� Co N z FIBERGLASS DOOR P.E. No. 43409 /� S� ••'' ��`` o � PART OR ASSEMBLY: G%� BUILDING CONSULTANTS, I Iv ro 1 7/23/20 UPDATE TO 7TH ED 2020 FBC LFS ¢) P.O. Box 230, Valrico, FL 33595 o v NO.1 DATE I BUCK & FRAME ANCHORING Phone No.: 813.659.9197 REVISIONS FBPE Registry No. 9813 2OZO R.W. 6711-DINO CONSULTANTS INC. R:\Clients\Therma Tru PERMANENT\A - Florida Product Approvals\FL-23957 CLASSIC CRAFT HVHZ Impact\C - Drawings\FL-23957 (2020)\FL-23957.7-9.dwg, 9.1 1.3" I---1.58" - •-I 1.375" 1.3N' 0o Z a Cn_ CL Ci CD CD Cr Pa t/f H tn ,,r k-j Z '.,,fit :s 70 Cn R'1 03 x0 O 1;t, 0.37' 1.5' N w oo ` E Cl N a `z o_ s , o A S. nUl \ i bo w rrn� CJ� r, 1 —•-� I-- 0.45" co I m 0 1.88" —►I -' � 1.25'1 tv Ila N O co ow. rn � o 10 O •o v j Cn Cn o_ rrr 0.91 x O r- v o 0.75" o. r •o 0.68" — I-- CEN .,• � No. 43409 July 23, 2020 ='9 _ 71 i c'ni PRODUCT: Documents Prepared By: Q 81A� OF rn THERMA-TRU Lyndon F. Schmidt ���` •'•., p�pP,,.•' ®� I P.E. No. 443409 ca ry z FIBERGLASS DOOR w o z N �s� /1rINML -n r- =I - PART OR ASSEMBLY: BUILDING CONSULTANTS,�IN���it, I~ I'lls` V1 N 1 7/23/20 UPDATE TO 7TH ED 2020 F8C LFS P.O. Box 230, VoIrIco, FL 33595 o01NO.1 DATE BY COMPONENTS Phone No.: 813.659.9197 REVISIONS FBPE Registry No. 9813 U 2020 R.W. BUILDING CONSULTANTS INC. ..Uilllr.. i� I 0 F z Z Q 2 a F- M E N C v U BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD B 2X BUCK (SG >= 0.42) WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2=3MI' 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 J 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL L #10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL M 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL P 1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 1 JAMB (FINGER JOINT PINE) WOOD 7 WEATHERSTRIP FOAM 8 SWEEP VINYL 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 13 INSWING THRESHOLD ALUM/COMP 14 OUTSWING THRESHOLD ALUM/COMP 15 INSWING THRESHOLD ALUM/COMP 16 OUTSWING THRESHOLD_ ALUM/COMP 17 INSWING THRESHOLD ALUM/COMP 18 PUBLIC ACCESS THRESHOLD ALUM 19 INSWING THRESHOLD ALUM/COMP 20 INSWING THRESHOLD ALUM/COMP 21 OUTSWING COASTAL THRESHOLD ALUM/WOOD 23 #10 X 3/4" PFH WOOD SCREW STEEL 24 #10 X 1" PFH WOOD SCREW STEEL 25 #8 X 2-1 /2" PFH WOOD SCREW STEEL 29 4" X 4" HINGE STEEL 30 MULTI. -POINT LOCK STRIKE PLATE STEEL 31 TONGUE STRIKE PLATE STEEL 40 DOOR PANEL (BOOK DOOR) 41 DOOR PANEL (HYBRID DOOR) - 42 DOOR PANEL (U 1 DOOR) - VOUs i s� =v a O:zLL M f oa?ao ��1!lI1111 �� z M m U N CCD 0 X Z 0 O o E a) Z m 0. D N ° oo o oa NM O N 0 t.* m a - am �. c C -� E o z 0 CW o �a CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar joints. 2; Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ;ANNCHOR ANCHOR MIN MIN CLEARANCE MIN Clt:AkANCf P.E : :EMBEDMENT TO MASONRY TOAD.FACENT ...:..::..:.:::5lZE._, ._: ............RDC~E ITW ® TAPCON 1/4" 1-1/4" 2" 4" ELCO ® 1/4" 1-1/4" 1" C U LTRACO N ITW ® 3/16" 1-1/4" AS SHOWN 1-1/2" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, 1" end distance, & 1" o.c. spacing of wood screws to prevent the splitting of wood. Q J o w QV �!5 m ww o as mEn Q D- m U 0 Q o_ a DATE: 4/21 /20 SCALE: N.T.S. DWG. BY: RW CHK. BY: LFS DRAWING NO.: FL-23957.7 SHEET 10 OF 10