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HomeMy WebLinkAboutFiber Glass Impact Single Door 7-14-20IHERMAITRU. Benchmarks Doors WOOD EDGE OPAQUE FIBERGLASS SINGLE DOOR INSWING/OUTSWiNG -immcr 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 fated and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" 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 "HVHZ" requiring wind borne 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 mule level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x 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 Sill numbers 17 & 18 meet the water infiltration requirements for the "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" 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 A is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 2 Door Panel Details 3 Elevations 4 Horizontal & Vertical Cross Sections 12X Buck) 5 Horizontal & Vertical Cross Sections (1X Buck) 6 Horizontal & Vertical Cross Sections (Direct to Masonry) 7 Vertical Cross Sections (Thresholds) 8 I Buck & Frame Anchoring 9 Hardware Details 10 1 Components 11 I Bill of Materials F17*75'MAX0,,1, FRAME WIDTH O _z z 3 ¢3 CI ? O C1 m X C t' co w w n _. a_Z d) z pc d p om '''���rr ►rr l P x��```` 0 N o c a xZ o P Em z O0 m V N a Nis L �- c 4 m o. o. 6 >. E v z �w o3,d DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) CONFIGURATION LOCK INSWING OUTSWING HARDWARE POSITIVE NEGATIVE POSITIVE NEGAi1VE X Latch & Deadbolt +67.0 -67.0 +67.0 -67.0 See Sheet 3 for Hardware Specifications sane: N.T.S. owo. BY: JK afK. BY: LFS FL-13459.1 er 1 of 11 z z K 00000000 l.z' 0000000 00000000 0000000 00000000 F 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0000 O HINGE STILE (ENGINEERED WOOD) 00000 O 0000000 00000000 ao0000000r0� DETAILA-A STEEL REINFORCEMENT 28.8oS% OPEN PANEL REINFORCEMENT (0.023"Thick Steel) AREA MAX. * #8 X 2.5' PFH WS (TYP. @ EACH DOOR CORNER) 36.0" MAX. DOOR PANEL WIDTH �1 HORIZONTAL CROSS SECTION 2 EXTERIOR (� 1.105' 4.02" iTl�l I I HINGE STILE STEEL REINFORCEMENT INTERIOR LOCK STILE (ENGINEERED WOOD) (0.023"THK.) (ENGINEERED WOOD) %21 HORIZONTAL CROSS SECTION 2 35.PXOR A ANELL WIDTHPANEELWXIDTH &-13 E3 0 2 ®® --uF 2 E3'E3 7 0 x x x in i'r� in w Edvi Z h o m-� o m� x X N N O 40 DOOR PANEL 4T DOOR PANEL 42 DOOR PANEL BOOK Hybnd Door U1 Door TOP RAIL , (COMPOSITE) A. STEEL REINFORCEMENT " (0.023" THK.) o c FOAM CORE (POLYURETHANE - .. -.:. -. .. ..:. •. 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR FIBERGLASS SKIN m J� 4 4 r BOTTOM RAIL I see N.T.S. (COMP.) F —1.7' ._, owc. er: JK a cHK. er: LFS 3 3 VERTICAL CROSS SECTION r� VERTICAL CROSS SECTION onavnHc Ho.: ° 2 2 FL-13459.1 0 SHEET 2 OF 11 0. Q R:\Clients\Therma Tru PERMANENT\A - Florida Product Approvals\FL-13459 ThermaTru Benchmark HVHZ\C - Drawings\FL 13459 (2020) R7\FL-13459.1-4.dwg, 3.1 r V .a v 13 xD k O 1= 13 x m z Z a O O? z M T CA A rM N N co v ```\tltlllll/ff��'' No.43409 2020 ' 1: _ s $ s PRODUCT: Document. Prepared yy ,t THERMA—TRU Lyndon F. Schmidt oi�,*'' �OR1Dw.•' ��� 1 FIBERGLASS DOOR P.E. No. 43409 '��p/p...... W o o y 2 7 14/20 UPDATE TO 7th ED 2020 FBC LFS '7jf11111111�� PART OR ASSEMBLY: BUILDING CO INC. N cn 7 7 17 19 UPDATE TO 6th ED 2017 FBC JK JL_I/1/ P.O. Box 230. VolHco, F1. 33595 NO DATE gY {{Y{ YYY Phone No.: 813.6.59.9197 REVISIONS ELEVATIONS FBPE Registry No. 9813 R\Clients\Therma Tru PERMANENTVI - Florida Product Approvals\FL-13459 ThermaTru Benchmark WKW - Drawinns\FL 13459 (2020) RML-13459.1.4.dwo. 4.1 A � :03 z e �o n' M O as � N £ 7O0 w 0 ��s N _ .� nA y (p y cn T O O. + ° ON pa M Z IA N A rn AO A am O , ° a � �a n ° c v � y y t0 n O. Z o Z ro b° I� a 0 I t ' MIN. aw N �y EMB. (TYP.) o O o. vn z y� �$O J_ tpXJo Z F n � o nCO N W y v m� � z m co A r— v 'v z •• i` ''� ••No 43409 * • *- July 14, 2020 �•� , ` y m x g PRODUCT: THERMA—TRU Docurn Prepared • � Lyndon F. Schmidt �i�S'•.RZORID�.•' `• FIBERGLASS DOOR P.E. No. 43409 6��`� illlll 2 7/14/20 UPDATE TO 7th ED 2020 FBC LFS PART OR ASSEMBLY: r N y Ill\\ GD�%/��BUILDING CONSULTANTS, 121 1 7117119 UPDATE TO 6th ED 2017 FBC co X ul HORIZONTAL & VERTICAL °/�y{/ PO. Box 230, Valrico, FL 33595 NO DATE BY 0 201 CROSS SECTIONS (2X BUCK) Phone No.: 813.659.9197 FBPE Regletry No. 9813 REVISIONS R:\Clients\Therma Tru PERMANENT\A - Florida Product Approvals\FL-13459 ThermaTru Benchmark HVHZ\C - Drawings\FL 13459 (2020) R7\FL-13459.1-4.dwg, 5.1 T IZ Wa ZN 90 2 71420 NO DATE R In 20 O A O0 T 70 jUr U3 p X r n �QO ,c m fO n 3 O z 0 2 M O THERMA—TRU FIBERGLASS DOOR PART OR ASSEMBLY: HORIZONTAL & VERTICAL CROSS SECTIONS (IX BUCK) 0 0F, SCH.Af �••No,m 43409 ••,` '''� 14, 2020 Lyndon F. S.h-idt 'N;, 01VAL ��► BUILDING CONSULTANTiS, INC. RWP.O. Box 230. Valrico, FL 33595 Phone No.:.13.659.9197 FHPE Registry No. 9813 1-1/4" MIN. EMB. _ o EXTERIOR LW INTERIOR 1 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb INTERIOR EXTERIOR 1.51 MAX. DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 55 PSF w/ SECURITY STRIKE = ± 65 PSF z xg C r2 C N in z k__4_ 1-1/4" MIN. EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry © Shown Direct to Masonry Outswing only w/ 4-9/16" jamb OutsMng only w/ 4-9/16'jamb EXTERIOR INTERIOR �41 VERTICAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16'jamb u ... r„ .r r5'� HORIZONTAL CROSS SECTION ©Shown Direct to Masonry Outswing only w/ 6-9/16' jamb I.S" MAX. .............. * ,3 19 Z d� =o 0M :2 z omm �:-O�� umm Z //rr1' Ty.... Ilft� %% U N CDe G rn a o xzo L 0 z m oOC n O °� S oa m 4!2 dam � E oZ .� $ E ! JZ Q(n U o zj r,Q >o m wir N zg �-:� 00 0 0 a W U k ___`_ 1-1/4" MIN. DAM 4128115 z EMB. (TYP.) ° SCAM N.T.S. �6� HORIZONTAL CROSS SECTION Dm. s': JK m' 6 Shown Direct to Masonry CNN. BY. LFS 3 Outswingonlyw/6-9/16'jamb ORAWINONO.: FL-13459.1 a SNEEr 6 OF 11 N Notes: I. Sill Item #'s 32, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /7' pfh screws or (3) 2.5'stoples at each end. 2 Sill Item #'s 16, 17. 18 & 19 are attached tojambs w/ (2) #8 X 2-1/7' pfh screws at each end. 3. Sill Item #15 is attached to Jambs utilizing (2) #10 X 2° pph SMS screws at each end. SEE NOTE EXTERIOR INTERIOR %2'� VERTICAL CROSS SECTION 7 Outswing Sol INTERIOR SEE NOTE 1 EXTERIOR 1 VERTICAL CROSS SECTION 7 Inswing Sill SEE NOTE 3 EXTERIOR INTERIOR r3 `� VERACAL CROSS SECTION 7 Public Access Sill ° / o- J=z # e•01 %N 7 z° ornm W'•. //// �• �` c m •........... • \\ N % M Z p11\ ``` N m 00 9 v0 xzo 0 E m Z m0 W N N C0 o m E NY �p oa. g 4 mda� d iz c Of C1� LE N.T.S. _. BY: JK ,. BY.. LFS WWG NO.: FL-13459.1 Ef -L OF 1 R:\Clients\Therma Tru PERMANENT\A - Florida Product Approvals\FL-13459 ThermaTru Benchmark HVHZ\C - Drawings\FL 13459 (2020) 117\FL-13459.1-4.dwg, 8.1 N .o d. a z = 13" MAX. 4" (TYP.) ' O.C. (TYP.) ` O "v G W�GG x N ti m n y v n > 0 1'N 0 N o n O Z i ^z V 14" MAX. 6" PP.) — ► I � — O.C. (TYP.) SIC IN July 14, 2020 = = _ x PRODUCT: Dotni—Me Prepared 't THERMA—TRU Lyndon F. Schmidt ����' .!20R10�'.•' ���� Ioa W o Z N FIBERGLASS DOOR P.E. No. 43409 'Olt. :d%+I. ffffll 11111 o .y Ib 2 7 14 20 UPDATE TO 7th ED 2020 FBC LFS PART OR ASSEMBLY: iD BUILDING CONSULTANTS. �NC. X to 1 7 77 79 UPDATE TO 6th EO 2017 FBC JK CWP.0. Box 230, Valrico, FL 33595 NO DATE BY BUCK & FRAME ANCHORING phone No.: 813.659.9197 REVISIONS FBPE Registry No. 9813 2�15 R.W. BUILDING CON9ULTANT6 INC. R:\Clients\Therma Tru PERMANENT\A - Florida Product Approvals\FL-13459 ThermaTru Benchmark HVH2\C - Drawings\FL 13459 (2020) R7\FL-13459.1-4.dwg, 9.1 5m X SCAr� N„T X SC z O C7 m O Q= <O nA 10 n n <O n 0 CL 9a iii oa i <O _ 6O s> a ti H to 0 O• C:ICi a f CIO N N 1+ y �ri to P° rn 0 � �x CD Q.Cn If 0Cr • s 0 ;04 a Ln rn CID f ) 7 v s.s' s a m y A 44.88 (f,s') z� LZo A vy = _ Z Vrn m = m 29.25' pp.) 11.25' FROM TOP m ® BOOKDOOR OFJAMB v 29.75' (TYP.) 11.125' FROM TOP s Ul/HYBRID DOOR OFJAMB � is iJc rf�7t c z — n — fi Ja <O `.SCHijf, No.43409 July 14, 2020 �# m �^ a PRODUCT: THERMA—TRU Document. Prepamd yew ,•y �_ Lyndon F. Schmidt ••' ••'......... FIBERGLASS DOOR i lS P.E. No. 43409 �5'O14A`t W c r ` 2 -i N GDBUILDING CONSULTANTS. NC. 2 7 14 20 UPDATE TO 7th ED 2020 FBC LFS I PART OR ASSEMBLY: 1 7 17 19 UPDATE TO 6th ED 2017 FBC JK N In I �P.O. Box 230. Valrico, FL 33595 N0. DATE BY IcD � u HARDWARE DETAILS Y phone No.: 813.659.9197 REVISIONS FBPE Registry No. 9813 LU, 2O[ 5 R.W. 9UILOINO CONSULTANTS INC. R:\Clients\Therma Tru PERMANENT\A -Florida Product Approvals\FL-13459 ThermaTru Benchmark HVHZ\C - Drawings\FL 13459 (2020) R7\FL-13459.1-4.dwg, 10.1 1:13" 000 n ono 3 1n o�o oG1 o_ —. in t i• tr 3 yy . N m x 1 W T ;? V „x a6ito H a6 x` o 40 x 6 KCD A 0.91" 1.02" 1.25' 00 V '30 O �1 O ,O 0TIE a".. 41 A m � x 0 6 6 0.44" 0.7S' v N T � T 1.25' 1.01" gnO np #' off= > yZ o? TiN 3 0.69' 0.75' No.43409 July 14, 2020 i F PRODUCT: Documents Prepared yy , THERMA—TRU Lyndon F. Schmidt�ORIOI�.••' " FIBERGLASS DOOR �pS•........ P.E. No. 43409 �� z rya i�� OVAL ��� a 11111 Ill\ o � •• r- y 2 7/14 20 UPDATE TO 7th ED 2020 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC, ;v1 1 7 17 74 UPDATE TO 6th ED 2017 FBC JK P.O. Box 230, Valrico, FL 33595 NO DATE BY COMPONENTS Phone No.: 813.659.9197 REVISIONS FBPE Registry No. 9813 0 201 5 R.W. OIJILOINf3 Cnuwi"rnw iun i z a BILL OF MATERIALS BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL REM It DESCRIPTION MATERIAL Q; A 1X BUCK (SG >= 0.42) WOOD 25 #8 x 2-1 /7' PFH WOOD SCREW STEEL -/' o Q�z e B 2X BUCK (SG >= 0.42) WOOD 26 #8 x 5/8" PFH WOOD SCREW STEEL * ma's' o`: �� M C 1 /4" MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL 7 z �, : lc;: 0: o o m , q . D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL ��., Y'••.., ,. 'k,°��`� > > M Z MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL • ''''lllllll ���`` m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 111\\ 0 r) m Z 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL ��, a x o ; Em z m° o G 3/16' X 3-1/4" ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL J IX X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N a rn m a L #10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 38 INSWING THRESHOLD ALUM/COMP 9 L:. M 3/16" X 2-1 /4" ITW CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP v o z 10 N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 40 DOOR PANEL (BOOK) 1 JAMB (FINGER JOINT PINE) WOOD 41 DOOR PANEL (HYBRID) - 2 JAMB (FINGER JOINT PINE) WOOD 42 DOOR PANEL (U1) - 6 WEATHERSTRIP (MEDIUM REACH) FOAM 7 WEATHERSTRIP (LONG REACH) FOAM ao 8 SWEEP VINYL 1 9 SWEEP (USE W/ MODERATE CLIMATE THRESHOLD) VINYL g m 10 SWEEP (USE W/ PUBLIC ACCESS THRESHOLD) VINYL W w 15 PUBLIC ACCESS THRESHOLD ALUM m 16 OUTSWING THRESHOLD ALUM/COMP a 17 OUTSWING THRESHOLD ALUM/COMP & a 18 OUTSWING THRESHOLD ALUM/COMP 12 m 19 OUTSWING THRESHOLD ALUM/COMP 22 #8 x 3/4" PFH WOOD SCREW STEEL 00 23 #10 x 3/4" PFH WOOD SCREW STEEL UM T 24 #10x 1" PFH WOODSCREW STEEL I N 00 CONCRETE ANCHOR NOTES: N N w w En z 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. t Ln edge distance to mortar joints. e 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to 0 0 maintain the min. edge distance to mortarjoints, additional concrete anchors "MAX. may be required to ensure the ON CENTER" dimension are not exceeded. o 0 3. Concrete anchor table: a a ANCHOR ANCHOR MIN MIM CLEARANCE MIN CLEARANCE. o rn TYPE SIZE FMBI:QMENT 70MASONRY .M.A CEN v r EDGE::: ANCHQRa, ITW TAPCON® 1/4" 1-1/4" 2" Ir N O z ELCO 1/4" 1.1/4" ULTRACON® 1" 4" DAZE, 4/28/15 SCALE N.T.S. ITW TAITWO 3/16" 1-1/4" PC AS SHOWN 1.1/2" DWG. er: X DLFS WOOD SCREW INSTALLATION NOTES: DRRAW NG NO.: 1. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. FL'i —13459.1 SHEEP 11 OF 11