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HomeMy WebLinkAboutNotice of Product CertificationNOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005327-RS 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smootlt Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listine at www.Namicertification.com. NAMI's Certificatinn Prnoram is nreredited by Thn Amwriran Natinnal Qfondnrde (nctit"to f ANQI\ Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact & Outswing Opaque Size Pos/Neg Rated Comments X I/S Opaque 3'0" x 850" +47/-47 No NCTL-210-1940-1.2.3.4/'ITF-257F Single X O/S Opaque 3'0" x ST" +47/-47 No NCI-L-210-1940-1.2.3.4/7"1'F-2571- Sin =1e XX I/S Opaque 6'0" x 810" +40/-40 No NCTL-210-1940-1.2.3.4/TTF-257F Double Standard Aluminum Astragal XX O/S Opaque 6'0" x 810" +40/-40 No NCTL-210-1940-1.2.3.4/TTF-257F Double Standard Aluminum Astragal XX I/S Opaque 6'0" x 8'0" +47/47 No NCTL-210-1940-1.2.3.4/TTF-257F Double Coastal Aluminum Astragal XX O/S Opaque 6'0" x 8'0" +47/47 No NCTL-210-1940-1.2.3.4PI7F-257F Double Coastal Aluminum Astragal OXO/OX/XO I/S Opaque Door 5'4" x 810" +40/-40 No ETC-01-741-10593.0/L-2173/TTF-257F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 8'0" +40/40 No ETC-01-741-10593.0/L-2173/TTF-257F Single w/Sidelites Glazed Sidelites OXXO I/S Opaque Door 814" x 8'0" +40/40 No ETC-01-741-10593.0/L-2173=F-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 814" x 810" +40/40 No ETC-01-741-10593.0/L-2173/TTF-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 8'4" x 8'0" +47/47 No ETC-01-741-10593.0/L-2173/T7F-257F Double w/Sidelites Glazed Sidelites I Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 8'0" +47/-47 No ETC-01-741-10593.0/L-2173/7'I'F-257F Double w/Sidelites Glazed Sidelites I I Coastal Aluminum Astragal National Accreditation & Management Institute, lnc./4794 George Washington Memoria �Al i n y/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5124 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: NI005329-114 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listine at www.N iiiiieertificitioii.coni. NAMI's Certification Proarnm is arrrMited by The Amerirnn Nntinnni gtnndnrdc Inctitutn fANCIV Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact & Outswin Opaque Size Pos/Neg Rated Comments X I/S Opaque 3'0" x 6'8" +67/-67 No ETC-0I-741-10703.0/L-2097/TTF-253F Sin ale X O/S Opaque 3'0" x 618" -:-67/-67 No ETC-01-741-10703.0/L-20971TTF-254F Single XX I/S Opaque 6'0"x 618" +40/40 No ETC-0I-741-10703.0/L-2097PI7F-253F Double Standard Aluminum Astragal XX O/S Opaque CO" x 6'8" +40/40 No ETC-01-741-10703.0/L-2097ffTF-254F Double Standard Aluminum Astragal XX 1/S Opaque 6'0"x 6'8" +47/47 No ETC-01-741-10703.0/L-2097/TTF-253F Double Coastal Aluminum Astragal XX O/S Opaque 6'0"x 6'8" +47/47 No ETC-0 I -741-10703.0/L-2097=F-254F Double Coastal Aluminum Astragal OXO/OX/XO I/S Opaque Door 5'4" x 6'8" +40/-40 No ETC-01-741-10593.0/L-2097/TTF-253F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4"x 618" +40/40 No ETC-01-741-10593.0/L-2097/TTF-254F Single w/Sidelites Glazed Sidelites OXXO 1/S Opaque Door 814" x 6'8" +401-40 No ETC-01-741-10593.0/L-2097117F-253F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" +40/40 No ETC-01-74I-10593.0/L-2097/T7F-254F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO 1/S Opaque Door 854" x 618" +47/-47 No ETC-01-741-10593.0/L-2097/TTF-253F Double w/Sidelites Glazed Sidelites ICoastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" +47/-47 No ETC-01-741-10593.0/L-2097/TTF-254F Double w/Sidelites I I Glazed Sidelites I 1 I I Coastal Aluminum Astragal National Accreditation & Management Institute, Inc./4794 George Washington Memoria I ' 1% y/1{ayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005330-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NANII's Certified Product Listine at www.NBn/ieertitication.com. NAMI'R C_ertitientinn Prnarnm it nrrredited by Thr Amerirnn NMinnnl Ctnndnrdc Inctitntr lANC11 Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact & Outswing Opaque Size Pos/Neg Rated Comments X US Glazed 3'0" x 6'8" +47/47 No NCTL-210-1940-1.2.3.4=F-256F Single X O/S Glazed 3'0" x 6'8" +47/47 No NCTL-210-1940-1.2.3.4=F-255F Single XX I/S Glazed 6'0" x 618" +40/40 No NCTL-210-1940-1.2.3.4ti7F-256F Double Standard Aluminum Astragal XX O/S Glazed 6T"x 6'8" +40/40 No NCTL-210-1940-1.2.3.4/T7F-255F Double Standard Aluminum Astragal XX US Glazed 610" x 618" +47/47 No NCTL-210-1940-1.2.3.4/TTF-256F Double Coastal Aluminum Astragal XX O/S Glazed 6'0" x 6'8" +47/47 No NCTL-210-1940-1.2.3.4/T7F-255F Double Coastal Aluminum Astragal OXO/OX/XO US Glazed Door 5'4" x 6'8" +40/40 No ETC-01-741-11008.0/L-2151/TTF-256F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Glazed Door 5'4" x 6'8" +40/40 No ETC-01-741-1 1008.0/L-2151/TFF255F Single w/Sidelites Glazed Sidelites OXXO US Glazed Door 8'4"x 6'8" +40/40 No ETC-01-741-11008.0/L-2151!'1-1'F-256F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Glazed Door 8'4" x 6'8" +40/40 No ETC-01-741-11008.0/L-2151/TTF255F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO US Glazed Door 8'4" x 6'8" +47/47 No ETC-0I-741-11008.0/L-215I=F-256F Double w/Sidelites Glazed Sidelites I I Coastal Aluminum Astragal OXXO O/S Glazed Door 8'4" x 6W' I +47/-47 No ETC-01-741-11008.0/L-215I/TTF255F Double w/Sidelites Glazed Sidelites I I Coastal Aluminum Astragal National Accreditation & Management Institute, Inc./4794 George Washington Memoria 1 y/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005331-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smootll Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listine at wwnv.Namicertification.com. NAMI's Certifientinn Prntrram is accredited by The Amerirnn Nutinnal Rtandarde Inctitntr (AN -Rh Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact & Outswing Opaque Size Pos/Neg Rated Comments X I/S Opaque 3'0"x 658" +67/-67 No ETC-01-741-10702.0/L-2096i17F252F Single X O/S Opaque 3'0"x 6'8" +67/-67 No ETC-0I-741-10702.0/L-2096/TTF251F Single XX IS Opaque 6'0" x 6'8" +40/40 No ETC-0I-741-10702.0/L-2096/TTF252F Double Standard Aluminum Astragal XX O/S Opaque 6V%x 6'8" +40/40 No ETC-01-741-10702.0/L-2096=F251F Double Standard Aluminum Astragal XX I/S Opaque 6'0" x 6'8" +55/-55 No ETC-01-741-11008.0/L-215IfrTF252F Double Coastal Aluminum Astragal XX O/S Opaque 6'0"x 6'8" +55/-55 No ETC-01-741-11008.0/L-2151/TTF251F Double Coastal Aluminum Astragal OXO/OX/XO I/S Opaque Door 514" x 6'8" +40/40 No ETC-01-741-11008.0/L-2151/TTF252F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 6'8" +40/40 No ETC-0 1 -741 -11 008.0/L-215 I MF251 F Single w/Sidelites Glazed Sidelites OXXO IS Opaque Door 8'4" x 618" +40/40 No ETC-01-741-11008.0/L-215I=F252F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" +40/40 No ETC-0 1-741-11008.0/L-215 I n7F25 I F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 8'4" x 6'8" +551-55 No ETC-01-741-11008.0/L-2151/17F252F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 618" +55/-55 No ETC-0 I -741-11008.0/L-215 I n7F25 I F Double w/Sidelites Glazed Sidelites I I I Coastal Aluminum Astragal National Accreditation & Management Institute, Inc./4794 George Washington Memoria y/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: THERMA TRU DOORS 119 INOUSTRIAL DR., EDDERTDN. UFI 43517 "Smooth -Star" and "Benchmark by Therma-Tru" 6'8" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTS WING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES 105.50" MAX. OVERALL FRAME WIDTH I 2 3 5 5 5 O W 5 II 5 5 General Notes " 6 6 6 6 6 6 1. This product anchoring drawing has been developed in compliance with the 6th Edition DOUBLE W/ SIDELITES OXXO (2017) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the MAX DESIGN PRESSURE Certification Agency Certificate for sizes, specifications and ratings. +55.0 -55.0 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 37.50" MAX. OVERALL 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2015. WIDTH All other fastener types to be installed following fastener manufacturers installation _ instructions. Kt rK 4. Fastener embedment depths, edge distances and center -center distances shall be as :71 4 4 specified by the fastener manufacturer but in no instance shall they be less than shown in w 7i O.H. 4 this drawing. p = 5 - 5 s 5. Where shims are used, they must be a'Wgid / stiff" material that compiles with the i 5 e Ll'_'il o O.N. 5 s s requirements of the FBC. h 7 t r 1 1 i 1 �I 6. Positive and negative design pressure requirements for use with this drawing shall be �-� 'A I determined by others for specific jobs in accordance with the governing code. t 7. Site conditions not covered by this drawing are subject to further engineering analysis. q - — 5 s TABLE Of CONTENTS SHEET# DESCRIPTION I Typical elevations, design pressures & general notes 2 Buck anchoring 3 Frame anchoring 4 Frame anchoring & bill of materials 5 Horizontal & vertical cross sections 6 Vertical cross sections 6MAX. - OVERALL L WIDTH = SINGLE W/ SIDELITES OXO MAX DESIGN PRESSURE +40.0 -40.0 74.50" MAX. OVERALL WIDTH � _ 53.00" MAX. OVERALL WIDTH' 1 2 3 I 2 3 4 'I it II i Il L-- r i -A L-� �r ji e 5 II 'I 0 5;t.-.IFI SINGLE X MAX DESIGN PRESSURE DOUBLE XX MAX DESIGN PRESSURE +67.0 -67.0 +55.0 -55.0 LOCK HARDWARE MVO &SERIES KWIKSET SIGNATURE SERIES LATCH KWIKSET SIGNATURE SERIES 780 DEADROLT SINGLE W/SIDELITE OX MAX DESIGN PRESSURE +40.0 -40.0 N.T.S. BY, JK BY: LFS NO NO.: 15225.5-68 i or 6 MASONRY OPENING 2X BUCK BUCK ANCHORING -� r t-I-- i -►- = N , Z II � II li I� . It ',,-MULLION II r II MULLION II MULLION (I v 1 MASONRYA 4 II SHOWN FOR MASONRY 4 II SHOWN FOR II OPENING NP II REFERENCE OPENING TYP II REFERENCE II HEAD I I HEAD I I I I & JAMBS & JAMBS II II i 2X BUCK ,I 2X BUCK II II �n II "a�.a II III �a Uo I I I I MULLION I I I 01 d I I SHOWN FOR I I rn I I d I I REFERENCE I I °p o II II II II II II II II II41 SINGLE W/SIDELITE SINGLE W/SIDELITES BUCK ANCHORING BUCK ANCHORING MASONRY OPENING NOTES: 1. 2X buck min. S.G. a 0.55. 2X BUCK CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorjoinis. 2 Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjaMs. additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimenston ore not exceeded. a Concrete anchor table: ANCHOR ANCHOR MIN. _ MIN..CLEARANCE MIN. CLEARANCE TYPE SIZE- EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR. 0W o 1 4 / " 1-1/4" 2" 4" TAPCON ELCO 1/4" 1-1/4" 1" 4" ULTRACONo II 'v I� II II II 4 II I I 4 II II I I SHOWN NFOR II MULLION I TYP, HEAD I� TYP. I I REFERENCE II SHOWN FOR & JAMBS II ASTRAGAL HEAD I REFERENCE Ii SHOWN FOR REFERENCE & JAMBS II �I 2X II II II x BUCK II I I II � �� II II II II II Ij� ASTRAGAL II II rn 6I I II SHOWN FOR I I II II II � d I I I I II II REFERENCE II { I II II I� DOUBLE W/SIDELITES DOUBLE DOOR BUCK ANCHORING MASONRY BUCK ANCHORING OPENING --1 r L OATS 2121112 Scut: N. T. S. M. BY: JK CHK BY: LFS DRAWING NO.: FL- 7 5225.5- 68 SHEET 2 Oi 6 "D" „E„ � n D N C" "D, A.. >�- IN "B.. "A" N :7 i 3" PAIRS 30 3"— Z 7 3 TYP. v f-1--t--7" ,1 6" �` J 6 To ,�� •....... ''�y�� 33" 3 —I 3 L I L�i� * ``%�, z d m 6 I I I I I I I I I I I I I I I I I rrr II Ls z oil I Ie I �r �I i I W/2x BUCK o u MULLION nil a. W _ ¢,� _ MULLION - W 7 _SHOWN FOR rZ A INSTALLATION �a Sup 9 p as Ilo REFERENHOWN CE a �11 _Y - wQ REFERENCE RENCE >:0 9 NSTALLATION N 9 4� m a a` A '^'� a TYP. HEAD & o c °E C D ¢ /2X BUCK INSTALLATION Z A W/2X BUCK INSTALLATION f _ - I _ - JAMBS - _ y $ J Li 9 /1X BUCK INSTALLATION o I M 9 W/1X BUCK INSTALLATION } Uo TYP. HEAD & JAMBS O TYP. HEAD & JAMBS I CO SEE n o w n o z i6 16 DETAIL SEES - - �e _16 76 16 SEE o I �o DETAIL h 1i in - SEE - 5 2 - DEfAfL "1' . o ti J no 5 DETAIL I III 12 1 „6, I IY I w W (L VIEW "C"-"C" SINGLE DOOR W/SIDELITES VIEW "E" ~ VIEW "D"-I SINGLE DOOR W/SIDELITE VIEW "B"-"B" SINGLE DOOR VIEW 'A" -'A" SHOWN W/ OPTIONAL CORRUGATED rASTENERS. ITEM 130 PYP. ALL SIDELITE TO DOOR JAMB CONNECTIONS) W/2X BUCK SIDELITE NOTES: INSTALLATION 2 0 1. The sidelite is direct set info the jamb with (12) #8 x 2"pfh• wood screws. There are (4) of each vertical jamb, from the top down of 13.5; 31", 48.5' & 66". There are (2) at the header of 4" from B W/1 X BUCK 11 the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. INSTALLATION 2. For optional sidelite construction with staples, sidelite is direct set into the jamb with (4) 7/a"X a 13/4" 16 ga. staples along eachjomb (6" from ends and equally spaced thereafter). CONCRETE ANCHOR NOTES: DETAIL "6" DETAIL "2" 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to W/2X BUCK 2 maintain the min. edge distance to mortar joints, additional concrete anchors INSTALLATION B may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: W/1X BUCK 12 C ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW ® 1/4" 1-1/4" 2. 4" TAPCON ITW TAPCON® 3/16" 1-1/4" 3" 1-1/2" INSTALLATION 1 1 C 1 1 DETAIL "I DETAIL "4" j j 3 n CAT '_ \W aN� y'T N z U z DATE' 2 21 12 SCALE. N.T.S. 3 DWG. BY, JK m cHA Rr: LFS > DRAMINC NO.: FL-15225.5-68 0 SHEET _L OF 6 N — f7 C "C„ L � 4 _ �.. _'3 I-�� I_ 11 II I II I I II SEE NOTE 311 II _ SHEET 3 II SEE DETAIL "3" II ASTRAGAL-' If;I I MULLION SHOWN FOR II SHOWN FOR _ REFERENCE If REFERENCE ONLY II 2 - II 16II16 _ 5 II 5 I � gid II I I "C" "E" VIEW "C"-"C" DOUBLE DOOR W/SIDEI.ITES IN PAIRS 31 TYP. - 3" v - F W/2X BUCK INSTALLATION �INSTALLATION < 1 Li W/1 X BUCK - TYP. HEAD w a N n & JAMBS _ Ina !� .•# ' �0. N `�� •' O' A f`6" �N'y z ' V;••. ���jjj�� u m n i o SEE DETAIL I� W/2X BUCK o n m z w "3 I) INSTALLATION m y o N z° d W/1X BUCK Ina r. Z o z ASTRAGAL) Ili INSTALLATION s ci LU^° c�v R e E. a 9 mp o a iv SHOWN FOR TYP. HEAD & ^ o >.. Gi g a ID m d a Ei - - REFERENCE If JAMBS E g ONLY II oz II g rw N SEE' II DETAIL "4" < o - II SEE w Q = = o l 16 II 16 DET11 AIL o I �16 5 II 5 + I Ii T— v VIEW "E"-"E" DOUBLE DOOR SHOWN W/ OPnONAL CORRUGATED FASTENERS. TTEU 130 CTVP. ALL SfOEUTE TO DOOR JAMB CONNECTIONS) W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 72 I C Moteriol STEEL i STEEL STEEL DETAIL "I" Item DESCRIPTION q 10 x 2-1 2 PFH W000 SCREW B 10 X 1-3 4 PFH W00D SCREW C i0 X i PFH WOOD SCREW 1 10 x 3 4 LG. PFH WOOD SCREW Hine to Frame STEEL 2 10 x 2" LG. PFH WOOD SCREW STEEL 3 8 x 2-1 2 LG. PFH WOOD SCREW STEEL 4 1 4" x 2-3 4"" PFH ELCO OR ITW CONCRETE SCREW STEEL 5 1 4" x 1-3 4" ITW PFH CONCRETE SCREW STEEL 9 1 4" x 3-3 4" ITW PFH CONCRETE SCREW STEEL 11 3 16" x 3- i 4" ITW PFH CONCRETE SCREW STEEL 12 1 4" x 3-1 4" ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4" X 2-1 4" PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB SUGAR PINE, SG >= 0.34 WOOD 21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2" X 1" X 25 GA. CORRUGATED FASTENER STEEL B 1 C i DETAIL "4" .A" VIEW 'A" -"A" W/2X BUCK INSTALLATION 3 0 W/1X BUCK 11 INSTALLATION DETAIL "3" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 0 � o cl I H j UY` 2S w ¢p cc zDO ¢m tz- 4 o dI a a w O1 N i DATE: 2/21 / 12 : SALE: N.T.S. SWG. BY. JK a :Hx. BY. LFS 3 )PAWING NO.: ° FL-15225.5-68 a HEEf 4 OF 6 \.. .. ., ' za ivi f � 1 X BUCK r w z 9N A i r:2 INTERIOR EXTERIOR t.25' y u INTERIOR EXTERIOR 1 HEAD JAMB 2 HEAD JAMB $ To Ix sub -buck $ To wood frame Inswing shown Inswing shown 2X BUCK •!INTERIOR A EXTERIOR .25" MAX. SHIM SPACE 1.15' MIN. 1.25" MIN. EMB. EMB. TYP. SIDE JAMB eVERTICAL $ To2xsub-buck Inswing shown -L4 � r= hi, i wz cw 2X BUCK n A� INTERIOR EXTERIOR 3 HEAD JAMB 5 To 2x sub -buck Inswing shown INTERIOR EXTERIOR 0J Y MIN. CSINK _ 0.25° MAX. SHIM SPACE 1.15" MIN. EMB. $ VERTWAL SIDE JAMB $ To wood frame Inswing shown -`l' ••• •• V ' O q Pico ` ai n '''!!!!!I o o m o I•Ill U N •• =ao Ri =o=v Em m o 9ata \\V tj E Hama D� m m �d ; °Z �a3`d �W N - I Ln �S U w m JN a TW �Ou ¢ NU �I o z 0 0 Q. a 4 N O Q N z C aTE: 2121112 sr„ L N. T. S. DWG, BY: JK a cm BY. LFS 3 ORA%IN0 NO.: ° FL-15225.5-68 ......... w co / INTERIOR EXTERIOR V \Vr�ar� s m o N a CL Z.. aitZ6INTERIOR EXTERIOR EXTERIOR INTERIOR t am a a T za za 20 ZE s 'W 13 ? 13 21 / 12 = g `W (� n 13 r Ko 0 Km �1 Ll VERTICAL CROSS SECTION %� VERTICAL CROSS SECTION �1 VERTICAL CROSS SECTION � 5 m a 6 Insw ng configuration 6 Oulswing configuration 6 w W n o U � O O p ¢ d a a INTERIOR EXTERIOR 16 M I_I� ram. 4 VERTICAL CROSS SECTION 6 Inswing configuralion EXTERIOR Z� n INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR za m 7 n INTERIOR 6 VERTICAL CROSS SECTION b J Outswing configuration '�' O, N N L Z Mn: 2/21 12 i sue: N.T.S. owc. Bar: JK c CNK. rn: LFS 3 PMN9N0 NO.; � N FL-15225.5-68 � SHM 6 OF 6 u THERMA TRU 000PS 1 1 e INDUSTRIAL DR_ EDGERTON, OH 43517 "Smooth -Star" and "Benchmark by Therma-Tru" 60" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes -- 105.50" MAX. OVERALL FRAME WIDTH t 2 3 5 5 5 ;� II II I I I Lr �J IL� I I IL11 II ,1 II II II 11 �C J1 If T- -f Y YT r. T T i 2 ILD 4 1 ;w 5 5 II II 0• II II I, I I I, =SI I I 11 II 1. This product anchoring drawing has been developed in compliance with the 6th Edition (2017) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and ratings, 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2015. All other fastener types to be installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but in no instance shall they be less than shown in this drawing. 5. Where shims are used, they must be a "rigid / stiff' material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Buck anchoring 3 Frame anchoring 4 Frame anchoring & bill of materials 5 Horizontal & vertical cross sections 6 Vertical cross sections 68.554r MAX. OVERALL WIDTH 1 2 3 5 5 5 - II II Ir ,I 'I II 11 II II II II (' li �I II II it 11 II II i, ,1 it II II II II II 1 1 1 � I it II t1 II II II , 1, , I 11 II I I 11 II II I i , I Ii 11 I I 11 II II II 11 II ,1 © II it I, II II II II II 11 ,I �Ii ,I II II '=1J LLJJ �_31 000 010i• 01014 0l01� DOUBLE W/SIDELITES OXXO SINGLE W/SIDELITES OXO MAX DESIGN PRESSURE LOCK HARDWARE MFG 8 SERIES MAX DESIGN PRESSURE +47.0 47,0 KWIKSET SIGNATURE SERIES LATCH +40.0 -40.0 KWIKSET SIGNATURE SERIES 780 DEADBOLT 7 zD 37.5LY' MAX. OVERALL WIDTH 74.5U' MAX. OVERALL WIDTH 53'00• MAX• OVERALL WIDTH F 5 5 5 5 5 5 5 A, 5 A 5 4 5 'S- -T -IA G 5 WS 0 O W .0 I I 1 1 I I 11 11 I I SINGLE X MAX DESIGN PRESSURE +67.0 -67.0 r_ _1 , ---7^I, ,Y 7, ,Y r1 ,Y _-71 n u II II II II 11 II it I II !i II ii '1 I' I It It y_1' - Q ICz_ ]I ®' S II II •® 1Y-YI ,Y-YI IY-"YI IY'YI n n r 11 II II II 11 11 ,I it II II II II II II 11 II it 11 !i ;1 1� �l I� 1 I I 1 1 1 1 l i I I I i I I 1 I I I I I I r_i,� M o 0: o; Q n � o, g� L \\ o t o 0 \\ N 7 ` O r7 O U N •• O o Z oo Z zo D m C UM =' O 0 " a 10 O. a o oZ �w W 00 v—, z Cro� o a L zw ag �o m w w to N CO a pl Ln 0 �W D a a T DATE: 2121112 i 4 5 6 1 2 3 4 5 6 SCALE: N.T.S. ° 6 6 6 6 6 6 6 6 6 DWG. By: JK m' DOUBLE XX SINGLE W/SIDELITE OX CIIK. BY.. LFS i MAX DESIGN PRESSURE MAX DESIGN PRESSURE DRAWING NO.: z FL-15225.5-80 0 +47.0 -47.0 +40.0 -40.0 sHELT 1 OF 6 N 4 MASONRY _7 OPENING TYP. HEAD & JAMBS 2X BUCK SINGLE DOOR BUCK ANCHORING 4.. II I I MULLION MASONRY 4 II SHOWN FOR OPENING_7 TYP II REFERENCE HEAD I I & JAMBS II II o - II II II 2X BUCK II II II II MASONRY OPENING NOTES: 2X BUCK 1. 2X buck min. S.G. 2 0.55. CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be 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: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW 1/4" 1-1/4" 2" 4" TAPCONa ELCO 1/4" 1-1/4" 1" 4" ULTRACONe MASONRY OPENING kr) M U 2X BUCK i SINGLE W/SIDELITE BUCK ANCHORING II II 4 II II TYP. HEAD I� & JAMBS II ASTRAGAL II SHOWN FOR II REFERENCE II II II II II II II II II II it II DOUBLE DOOR BUCK ANCHORING 4 II II II II 4 II II TYP II II HEAD II II & JAMBS II II II II II II MULLION J i SHOWN FOR II REFERENCE II II II II II II II II II II II 2X '^ BUCK in M 6 T o 4„ SINGLE W/SIDELITES BUCK ANCHORING I 8 A4" +-I— 8,• II I�II ' `MULLION II II II II I I 4 I I SHOWN FOR II MULLION I TYP. II REFERENCE II SHOWN FOR II HEAD II REFERENCE II & JAMBS II I I II I I II II II II II II II II II -ASTRAGAL II SHOWN FOR II II II II II II II II II REFERENCE II II II II II II II II it II II II II MASONRY OPENING DOUBLE W/SIDELITES BUCK ANCHORING ` O'er• N -•. V iIn tj ZQuCO ran omm � o n m 2 n R U N ; O o o 9 o 2 G a Ern omo cv C Na j pta a dad In m Cc � cZ E G a J6. v d z o 00 � 0 mZ 0 v x En �Do is 0 m o �{ 4' It a �JD LL � ono 00 ��w N O Q I F X � N Z L 0 o mL- 2121112 SCALE: N.T.S. DWG. BY: JK fi MM BY: LFS 3 DRAWING NG, a FL-15225.5-80 n SMEEi 2 OF 6 In D., a uI o �3 - I 'I I-- 3" _! 3" f i-1 23" L� F 1 LIn nn I- n° M I w II 110 MULLION uii M Nu MULLION w A Ir I I all T2 nu vi 110 SHOWN FOR all - w - _ I- I Ip SHOWN FOR - w ~o _ W w I— S¢ ta REFERENCE it 2 9 x^ REFERENCE o z a U x Q x IN Q Tti >w — $yC � �� >IwF n JA U — A W/2X BUCK INSTALLATION — IF v Ci �, N �� C3 A W/2X BUCK INSTALLATION [ :� 6 V 9 W/1X BUCK INSTALLATION , /iX BUCK INSTALLATION. — TYP. HEAD & JAMBS — _ — — — TYP. HEAD & JAMBS SEE — DETAIL — SEE — N _ "6„ NOTE 1 SEE a n o wo U t6 i6 DETAIL r f-Ilp — w7¢ 1616 al "4" 'n ¢. >- — IIII 512 g16 tin 5 oi CJ r? 'v 12I111 ni IIn 1 C,. „D„ E" "C" VIEW "C"-"C" SINGLE DOOR W/SIDELITES VIEW "E"-"E" VIEW "D"-"D" SINGLE DOOR W/SIDELITE SHOWN W/ OPTIO— CORRUGATED FASTENERS, REM 130 (TYP. ALL SIDELITE TO DOOR JAMB CONNECTIONS) SIDELITE/HAR WDARE NOTES: I w �o 1. The sidelite is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) of each B verticoi jamb, from the top down at 13.5. 31" 48.5" & 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 2. For optional sidelite construction with staples, sidelite is direct set into the jamb with (5) 7/6"X 1 C 1 3/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). 3. Latch, deadbolt and hinge locations vary. See Certification Agency Certificate and corresponding test reports for specific dimensions and design pressure ratings. CONCRETE ANCHOR NOTES: 1 I. Concrete anchor locations at the corners may be adjusted to maintain the min. DETAIL "4" edge distance to mortar joints. 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. A A 3. Concrete anchor table: ANCHOR. ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW ® 1/4" 1-1/4" 2" 4" TAPCON ITW TAPCON® 3/16" 1-11N, 3" 1-1/2" A A 1 t DETAIL "l " DETAIL "2 ulUJ w "A"Lu 2 >w MI6 � I ICK FION ICK - SEE 'ION DETAIL D & 1" "A" SINGLE DOOR B 0 DETAIL D 10 0 DETAIL " VIEW W.— A" DATE: 2121112 SME: N.T.S. DWG. BY: JK CHK. BY. LFS DRAWING NO.: FL-15225.5-80 SHEET 3 or 6 I "E" ..C.. 7 u 3" 3„ 3 1 Lll I 3' 4" — U �~ 3„ III II SEE DETAIL "3.. I id SEE SHEET T3 3 II I I 9 II II MULLION SHOWN FOR II REFERENCE �II ASTRAGAL II _ SHOWN FOR REFERENCE I� ONLY II II — II s 16 16 I 16 16 M y 12 I Id 5 II 5 o I III II dl I VIEW "C"-"C" DOUBLE DOOR W/SIDELITES W/2x BUCI INSTALLATIO w/lx BUCI INSTALLATIO TYP. HEAD & JAMBS SEE DETAIL "4" Lj `��� vl ti w wo wow `�.. 30 w 2 .A.. > W 2 V 7 D 6 4 3—I Ht I 3" 6 i ., (I W/2X BUCK X . { t It SEE DETAIL II INSTALLATION A DETAIL /Ix BUCK II INSTALLATION I•y Ci w h TYP. HEAD & v II JAMBS 1 ASTRAGAL) I� n SHOWN FOR REFERENCE w _ ONLY 16 'I 16 II _ <a - 5 II 5 c� !I fit I "A VIEW_'E - E" DOUBLE DOOR VIEW A"- A" SHOWN W/ OPDONAL CORRUGATED FASTENERS. HEN /JO (TYP. ALL SIOELITE TO DOOR JAMB CONNECTIONS) Item DESCRIPTION Material A 10 x 2-1 2 PFH WOOD SCREW STEEL B #10 X 1-3 4 PFH WOOD SCREW STEEL C #10 X 1 PFH WOOD SCREW STEEL I JLO x 3 4 LG. PFH WOOD SCREW Hine to Frame STEEL 4 i 4" x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL 5 1 4" x 1-3 4" ITW PFH CONCRETE SCREW STEEL 9 1/4 - x 3-3 4" ITW PFH CONCRETE SCREW STEEL 10 #8 X 3 PFH SCREW STEEL 11 3 16" x 3-7 4' ITW PFH CONCRETE SCREW STEEL 12 7 4" x 3-14" ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 307 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4" X 2-7 4" PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB (PINE, SG >= 0.42)_ _ WOOD 21 3 4" TNK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2" X 1" X 25 GA. CORRUGATED FASTENER STEEL B 1 C 1 DETAIL "4" A 1 A 7 DETAIL _AIL_" 1., Nl o J M • LL z 4' Q o m z110 zo 1 11 111 a N ,: D i 0 9 Z o V m o 0 H a u g 9 p Do. v E g 4 ro E o y v0 4i y Ir oQ o z cr >o �w 64 } U ,:!5 w� w wJ sDO ^ 1-m �I 000 w� a a 11 0 1 DETAIL "3" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. Scala: N.T.S. _ OWG. sY: JK m CHIC. BY: LFS ORAVANG NO.: R FL - 15225.5 -80 0 SHEET 4 OF 6 N I IN 13 z �ii0_ dm • ��i \�` z o 00 6 uN• % 13 �6CW 1X BUCK J --� N� � — a ya m aafD a W � W Z 0Y' OEl n O Q ~ V Z w� 1 z N h(L 9 OfQ inw _w o �a y W m INTERIOR EXTERIOR A N o h 2X BUCK INTERIOR EXTERIOR INTERIOR EXTERIOR 1 HEAD JAMB- $ To Ixsub-buck 2 HEAD JAMB W ~� Inswing shown O3 HEAD JAMB N oa g $ To wood frame 5 To 2x sub -buck a N c) Inswing shown Inswing shown o o o F x & a a a �2X BUCK 13 J m INTERIOR INTERIOR EXTERIOR 25' MAX. �— SHIM SPACE 1.15' MIN. EMB. 12S' MIN. EMB. TYP. VERTICAL SIDE JAMB $ To 2xsub-buck Inswing shown N EXTERIOR _ 0.15' MIN. C-SINK 0.25' MAX. SHIM SPACE 1.15' MIN. EMB. 5 VERTICAL SIDE JAMB $ To wood frame Inswing shown scALE: N.T.S. DWM ErY: JK CHK BY- LFS DRAWING NO.: FL-15225.5-80 SHEET S OF B INTERIOR EXTERIOR z p r 1 VERTICAL CROSS SECTION Inswing configuration INTERIOR d K4VERTICAL CROSS SECTION 6 Inswing configuration z `OL: 7 W INTERIOR INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Outswngconfiguration EXTERIOR n �1 VERTICAL CROSS SECTION 6 Outswing configuration =U g;�-_� m Q a GJ`a.0.mn \ in .0 7 EXTERIOR 0 o z fnz R E Em zm0 a H u a mD p o a W Z EEy 5~ [. TW r^U�l\jam O Ja VERTICAL CROSS SECTION 6 EXTERIOR IATERIOR PI -- VERTICAL VERTICAL CROSS SECTION 6 Outswing configuration DATE: 2121112 z SCALE: N.T.S. 5 sxc. BY, JK m [Tr: LFS )RAMNO NO.: m FL-15225.5-80 0 N SHEET 6 OF B tT THERMAITRU" 68.50" MAX. `� , .............. ...... aJpp,/i'' m 105.50 MAX. OVERALL FRAME WIDTH _--- OVERALL WIDTH _ 40 % o 3 3 3 3 � N :,`�� z 0 dn THERMA TRU DOORS T r___=, :�' 'r7°�;` r,;; 1 1 B INDUSTRIAL DR., EDGERTON. OH 4351 7 /.....••• Z o io 0 r it lilt OZ� Oy If , I� �I I� �I I� B E@ m m = L 2 1 I 1 1 I I N g L S OIL W 6'8" SINGLE & DOUBLE OPAQUE OR GLAZED DOORS < o; a ""� m a a ,� 11 ,i �, ,� II m g "a w/ & W/our s►DEurES b 1� 11 I� �I II II N E VZ ,i ('� OUTSWING I _ t> o V DIRECT TO MASONRY INSTALLATION 3 4 5 6 3 4 5 6 3 3 3 3 3 3 3 3 0 0� DOUBLE W/ SIDE11rE5 OXXO SINGLE W/ SIDEIlIES OXO � MAX DESIGN PRESSURE MAX DESIGN PRESSUREcW, +55.0 -55.0 +55.0 -55.0 � 3 General Notes �w 37.50" MAX. OVERALL — 74.50 MAX. U f. This product anchoring drawing has been developed in compliance with the 6th Edition f OVERALL WIDTH' D a w WIDTH OVERALL WIDTH O (2017) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the 2 1 2 1 2 a a a Certification Agency Certificate for sizes, specifications and ratings. 3 3 3 3 3 3 �, 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment �-- � m to base material shall be beyond wall dressing, stucco, foam, brick and other wall I r - coverings. ,r_-sl 't_-s' 't= s' 'ram s' ,� 1 5 7 S i 3 F--T 5= -� ,� =tom 3 S T F-i 3 n_ r 'I I' 3. Fastener embedment depths, edge distances and center -center distances shall be as � = 2 2 > V' I' '1 I' 'I'i specified by the fastener manufacturer but in no instance shall they be less than shown in 2 N C! , 1 ,� 1 4 I !' '1 'I �' 'i 4 , , 4 UO Z this drawing. w 2 e L�_-�I L= �. r s It_ y �,— s, It_-y e n v �� w I o �¢ 2 0 2 2 0 2 P 4. Where shims are used, they muss be a'Yigid /stiff' material that complies with the b requirements of the FBC. I I I I i t l I I I, 1 I II II II i, W 1 1 I 1 ,I 1, H 5. Positive and negative design pressure requirements for use with this drawing shall be T (L IL determined by others for specific jobs in accordance with the governing code. - — n N 5 6 5 6 3 4 5 6 6. Site conditions not covered by this drawing are subject to further engineering analysis. 3 3 3 3 3 3 3 3 N o a N SINGLE X DOUBLE XX SINGLE W/SIDELTE OX MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE N — �z Srandardstrike +55.0 -55.0 +55.0 -55.0 +55.0 -55.0 DATE: 2121112 sale: N.T.S. SDcuriry shBra +65.0 -65.0 OW0. BY: JK LOCK HARDWARE MFG B SERIES DRK. Br. LFS DRAWING NO, KWiKSET SIGNATURE SERIES LATCH KWIKSET SIGNATURE SERIES 780 DEADBOLT FEET I F 68M SHEET 7 OF 5 TABLE OF CONTENTS 1 I I i I I I I I 1 1 I I I I I I I I 1 I SHEEP# DESCRIPTION 1 Typical elevations, design pressures &general notes 2 Horizontal cross sections masonry 3 Vertical cross sections masonry 4 Frame anchoring 5 Frame anchoring &bill of materials I \ HORIZONTAL CROSS SECTION �Q J Outswing configuration 4-9/16"jamb G C E Fn INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 2 Outswing configuration 6-9/16"jamb 3 HORIZONTAL CROSS SECTION 2 Outswing configuration 44-9/16"jamb EXTERIOR /�l KHORIZONTAL CROSS SECTION Outswing configuration 6-9/16"jamb to -a`pi••o �. ��V Mnl z ri`tQ om Y.. / ••cam. N ,; ?� �` o °n °D z n m 0 N .. N x c v Z o Z o ° Eo m cw Q` 5oLa a a MT n m G: u. a C O vv m Lv N E oZ u p 41 z INTERIOR t a N} b A �O Cl (rO UV) g5 QlU zz cal L, N � 0 0 a 4a J J � m m p EXTERIOR 5 HORIZONTAL CROSS SECTION 2 Outswmg configuration 6-9/16"jamb NTE, 2121112 SCALE; N.T.S. Iwo. BY, JK M. er: LFS )RAKING NO.: FL-15225-68M SHEET 2 Of 5 v z 4 I S MAX. MIN. W EXTERIORINTERIOR VERTICAL CROSS SECTION 3 Outt/16ngamobnfiguration j1 1.25" MIN. EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 3 OutMg configuration 6-9/ 16lamb 1.5' MAX. za EXTERIOR INTERIOR rY1 VERTICAL CROSS SECTION Outswing configuration EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 3 Outswing configuration m z 'O% •y. �. oiM •� M o N EXTERIOR INTERIOR n° z° o a v 2 mZCi Eo m m a ato 9 . CC z.0 a �"' m dnm i� £ v 7 w E y E `0 A 16 'cc Ul a 'na 4 VERTICAL CROSS SECTION 3 Outswing configuration ¢ v� EXTERIOR INTERIOR VERTICAL CROSS SECTION 3 Outswing configuration U 2m N riff >W j O K a o. MALE, N.T.S. s MO. BY: JK m :NK. BY: LFS 3 7RAWNG NO.: � FL-15225-66M o N :NEED 3 OF EXTERIOR INTERIOR VERTICAL CROSS SECTION 3 Outswing configuration U 2m N riff >W j O K a o. MALE, N.T.S. s MO. BY: JK m :NK. BY: LFS 3 7RAWNG NO.: � FL-15225-66M o N :NEED 3 OF 3" C T, _ I `I II II III iI VD&91�16'HEAD -I Typ TYP.@HEAD I i 6HEAD MULLION SHOWN FOR ^ -_ REFERENCE 1 - ZE ZE U G 6-9116" JAMB O TYP. @ JAMBS - H 4-9/16" JAMB - 16 - NIun 12 iiu l a 1 iiii - t6 �e VIEW "C"-"C" SINGLE DOOR MIDELITES SEE -- DETAIL "5" p \ n i o D 6-9/16" HEAD I m TYP. @ HEAD F 4-9/16" HEAD _ a w � o R MULLION SHOWN FOR n b U O REFERENCE G 6-9J16"JAMB — TYP. @ JAMBS f Ti- - H 4-9/16' JAMB — k SEE DETAIL "4" VIEW "E' -"E" VIEW "CI -"VI CONCRETEANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjolnts, additional concrete anchors may be required to ensure the "MAX ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN: MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW TAPCON® 1/4" 1-1/4" 2" 4" ELCO 1/4" 1 1/4" 1" 4" ULTRACON® Irw ® 3/16" 1-1/4" AS SHOWN AS SHOWN TAPCON SIDELITE NOTES: 1. The sidelite is direct set into the jamb with (12) #8 x7' pfh. wood screws. There are (4) at each vertical jamb, from the top down at 13.5, 31 , 48.5" & 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside corners. I SEE IL"Z'& T SINGLE DOOR W/SIDELITE VIEW "B"-l" B„ I„AA �6„I—� _ i to in N �6-9J16"HEAD TYP. @ HEAD o 4-9/16" HEAD w o � 1,.� 6-9/16"JAMB- TYP. @ JAMBS h A-9116" IAMB N o L•�,-'U n z Z °u°n _J co ,f P1 i l l l l U N Q7 z $ pO iozo E Ew m 0 v gig 9o=a \ ' E a m D- IL {n V m sLL N 0 o° � d ao SEE - DETAIL"1" M �+ SINGLE DOOR VIEW "A" -"A" DETAIL"I" DETAIL 7' o 0 ❑ Standard 1:3 27 H ^mow o ❑ o N 27 N_o z 26 DETAIL "4" H DATE, 2121/12 24 Standard p SCALE; N.T.S. DWG. BY: JK CHK, BY; LFS DETAIL "S' DETAIL "Y' DRAMNG NO, Security FL-15225-68M SHEET _�L OF S a 2 E v VIEW "C"-"C" "r. �T I� I 11 0 SEEDETAIL "6" f p 6-9/16"HEAD TYP. @ HEAD II _ F 4-9/1b" HEAD�I ASTRAGAL 11 MULLION SHOWN FOR 11 SHOWN FOR _ REFERENCE 11 REFERENCE _ 16 ONLY II it it _ 12 II 5 it All l .E DOUBLE DOOR W/SIDELRES -- 3" G 6-9/16" JAMB TYP. @ JAMBS H 4-9/lb"JAMB 91� 4p 16 SEE J DETAIL"S" o I 1 12 BILL OF MATERIALS ITEM d DESCRIPTION MATERIAL C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" ELCO OR ITW PFH CONCRETE SCREW STEEL E MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" x 2-1 /4" ELCO OR ITW PFH CONCRETE SCREW STEEL G 3/16" X 2-3/4" ITW PFH CONCRETE SCREW STEEL H 3/16" X 2-1 IN'ITW PFH CONCRETE SCREW STEEL 5 1 /4" x 1-3/4" ELCO OR ITW PFH CONCRETE SCREW STEEL 11 3/16" x 3-1 /4" ITW PFH CONCRETE SCREW STEEL 12 1 /4" x 3-1 /4" ELCO OR ITW PFH CONCRETE SCREW STEEL 16 1 /4" X 2-1 IN'PFH ITW CONCRETE SCREW STEEL 24 1 #9 X 3/4" PFH WS I STEEL 26 #9 X 1" PFH WS STEEL 27 # 10 X 1-3/4" PFH WOOD SCREW STEEL 3" rYl 7' r__ __i 6' I I II e-iil SEE DETAIL"6" 166 HEAD CL: HEAD ,II F o Lj ASTRAGAL II O SHOWN FOR REFERENCEONLY 116-9/16"JAMBTYP. @ JAMBS 4-9/16"JAMB II II SEE DETAIL w o N 11 ■1 • V �, at a n * Q—Z n o bid= �+n � 2 �'•O� RIq Cq � a', n �� N ID onf0Z TT 1�T U N •• 0 ZU IZ v L O C m N C 9 C w a u g oB n� o 0 0. mda� V m 9 4 C 0 z °c o ni G Jk: [1i VIEW "E"= E" DOUBLE DOOR VIEW "A" -"A" (" 11 0 27 DETAIL "6" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME 26 AS SHOWN. 24 DETAIL "S" H T 26 24 DETAIL "1" ;CkE: N.T.S. )wc. BY: JK m :Hr. BY: LFS 3 )BAWING NO.: R FL-15225-68M a ;HEET 5 GF 5 N THERMAITRU 0 THERMA TRU DOORS 119 INDUSTRIAL DR.. EDGERTDN, OH 43 51 7 "Smooth -Star" and "Benchmark by Therma-Tru" GLAZING DETAILS General Notes 1. The Glazing Details shown correspond to those specified in the test reports listed in the Certification Agency Certificate for Florida Product Approval No. FL-15225.5 as follows: Certification Nos.: NI005327-R5 N1005329-R4 N1005330-R5 N1005331-R5 BITE C 9/16" GLASS 3/4" O.A. THICKNESS 1/8"TEMPERED i— AIR SPACED �— I/8"TEMPERED -- SPACER BACKBEDDING SEALANT by Bostik Findley Inc. FLUSH GLAZED LITE FRAME •o c ZzNn_ om '\� /•••. �� J O ID t0 1t��`` HICKNESS �►►tl►Pi o a0 Z 1/8"TEMPERED UN •• a z o Z chi m 56zIL R d na m m a a a AIR SPACED \! m v_° o0 O c C yj fJ 1 /8" TEMPERED ... SEALANT by Bostik Findley Inc. MOLDED OPEN LITE FRAME E O.A. THICKNESS 1 /8" TEMPERED AIR SPACED 1 /8" TEMPERED 'ACER JING SEALANT by Bostik Findley Inc. PVC LITE FRAME BTS LITE FRAME O.A. THICKNESS 1 /8" TEMPERED AIR SPACED 1/8"TEMPERED :R SEALANT by Boslik Findley Inc. OAM 2121112 = Bcaue: N.T.S. D&G. BY. JK m CHK. BY: LFS N FL-75225.5 SHEET —L oP 1