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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online 3/14/17,10:21 PM ' g t ¢ BCIS Home { Log In User Registration ; Hot Topics Submit Surcharge Stats&Facts Publications ! FBC Staff BCIS Site Map Links i Search Ficlida W Product Approval ..�;: USER:Public User u Product Approval Menu>Product or Application Search>A6Iplication Llst>Application Detail MAR 17 2017 a ' FL# FL15255-R2 Application Type Revision PER9l11T7INC Code Version 2014 5t. Lucie Counter, FL Application Status Applied For Comments Archived Product Manufacturer Trinity Glass International Address/Phone/Email 33615 1st Way S Federal Way,WA 98003 (253) 875-7300 andrewn@trinityglass.com Authorized Signature Andrew Na andrewn@trinityglass.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer mm Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15255 R2 COI Certificate Of Independence.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM G155 2004 TAS 201, 202, 203 1994 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRNoHTeKozNKWrapuo8n%2bDyy69msObSh7Pg%3d%3d Page 1 of 6 ' Florida Building Code Online 3/14/17,10:21 PM Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect LF 15255_R2 EEA uiv EEc uivalencyOf Standards.adf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/11/2015 Date Validated Summary of Products j.......................1 ' Go to Page Page 1/2 FL# Model, Number or Name Description 15255.1 a. Fiberglass Door 6'8 Single Opaque"Impact" Fiberglass Door-Outswing Configuration X 9 , 3 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 II INST 15255.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 j Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other: See INST 15255.1 for Design Pressure Ratings, any FL15255 R2 AE EVAL 15255.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1 15255.2 b. Fiberglass Door 6'8 Single Opaque"Impact" Fiberglass Door with "Impact" Sidelite or Sidelites-Outswing Continuous Head and Sill Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLl __ PP 5255_R2_II INST 15255.2. df P ; Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant:Yes Created by Independent Third Party: Yes ; Design Pressure: N/A Evaluation Reports ! Other:See INST 15255.2 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.2.pddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.3 c. Fiberglass Door 6'8 Single Opaque"Impact" Fiberglass Door with "Impact" Sidelite or Sidelites-Outswing Configurations(OX or XO; OXO) ' Limits of Use Installation Instructions j Approved for use in HVHZ:Yes FL1 25 _R2 II_INST 15255.3.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.3 for Design Pressure Ratings,any FL15255 R2_AE EVAL 15255.3.pddf i additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I i i 15255.4 d. Fiberglass Door ^� 6'8 Double Opaque"Impact" Fiberglass Door with or without "Impact" Sidelites-Outswing Configurations(XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2_11INST 15255.4.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.4 for Design Pressure Ratings, any FLIS255_R2 AE EVAL 15255.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes i particulars. https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRNoHTeKozNKWrapuo8n%2bDyy69msObSh7Pg%3d%3d Page 2 of 6 it ` Florida Building Code Online 3/14/17,10:21 PM 15255.5 e. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door-Outswing j Configuration (X) i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 II INST 15255.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.5 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes j particulars. !. 15255.6 f. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door with"Impact" f Sidelite or Sidelites-Outswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions 1 Approved for use in HVHZ:Yes FL15255 R2 II INST 15255.6.pdf 1 Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation'Reports Other:See INST 15255.6 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.6.pdf i additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.7 g. Fiberglass Door .6'8 Single Glazed "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites-Outswing Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 II INST 15255.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.7 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.7.12df 1 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.8 h. Fiberglass Door 6'8 Double Glazed "Impact" Fiberglass Door with or without "Impact" Sidelites-Outswing Configurations(XX; OXXO) Limits of Use _ Installation Instructions �_ v Approved for use in HVHZ:Yes FL15255 R2_II INST 15255.8.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 y Impact Resistant:Yes Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: See INST 15255.8 for Design Pressure Ratings, any FL15255 R2 AE EVAL 15255.8.12df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. l i 15255.9 i. Fiberglass Door 68 Single Opaque"Non-Impact" Fiberglass Door-Outswing/ Inswing Configuration (X) Limits of Use Installation Instructions I Approved for use in HVHZ:Yes FLIS255 R2 II INST 15255.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes II Design Pressure: N/A Evaluation Reports Other: See INST 15255.9 for Design Pressure Ratings, any FL15255 R2_AEE EVAL 15255.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.10 j. Fiberglass Door 6'8 Single Opaque"Non-Impact" Fiberglass Door with"Non- j Impact"Sidelite or Sidelites-Outswing/Inswing Continuous i Head and Sill Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 II INST 15255.10.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.10 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZlQRNoHTeKozNKWrapuo8n%2bDyy69msObSh7Pg%3d%3d Page 3 of 6 Florida Building Code Online 3/14/17,10:21 PM 15255.11 k. Fiberglass Door 6'8 Single Opaque"Non-Impact" Fiberglass Door with "Non- Impact" Sidelite or Sidelites-Outswing/Inswing Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 11-INST 15255.11.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other:See INST 15255.11 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.11.pdf 1 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 15255.12 I. Fiberglass Door 68 Double Opaque"Non-Impact" Fiberglass Door with or j without"Non-Impact"Sidelites-Outswing/Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 II_INST 15255.12.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.12 for Design Pressure Ratings, any FL15255 R2 AE EVAL 15255.12.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.13 m. Fiberglass Door 6'8 Single Glazed "Non-Impact" Fiberglass Door-Outswing/ Inswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 II INST 15255.13.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.13 for Design Pressure Ratings, any FL15255 R-2- AF 15255.13,pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes i particulars. I 15255.14 n. Fiberglass Door 6'8 Single Glazed "Non-Impact" Fiberglass Door with "Non- Impact" Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions j Approved for use in HVHZ:Yes FL15255 R2 II INST 15255.14.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports l Other: See INST 15255.14 for Design Pressure Ratings, any FL15255 R2 AE EVAL 15255.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes 3 particulars. 15255.15 o. Fiberglass Door 6'8 Single Glazed "Non-Impact" Fiberglass Door with "Non- I Impact" Sidelite or Sidelites-Outswing/Inswing Configurations (OX or XO;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLi 255_R2II_INST 15255.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.15 for Design Pressure Ratings, any FL15255 R2 AE EVAL 15255.15.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. { 15255.16 p. Fiberglass Door 6'8 Double Glazed "Non-Impact" Fiberglass Door with or I without"Non-Impact"Sidelites-Outswing/Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 II INST 15255.16.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports I Other: See INST 15255.16 for Design Pressure Ratings, any FL15255 R2 AE EVAL 15255.16.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app-dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRNoHTeKozNKWrapuo8n%2bDyy69msObSh7Pg%3d%3d Page 4 of 6 ` ., 4 0 TRINITY GLASS ¢ INTERNATIONAL Z :o, 37.50"MAX.O.A. ��' •q� .�of ro FRAME WIDTH ��i�, ••......••• y`� >>° °m ''��rrlil•l p1��,`` Z O m o 1„ �•M U N •;Z GLAZED FIBERGLASS DOOR a 8 oOIL yvM• maaE INSWING / OUTSWING o Aa NON-IMPACT Z Z Z �o GENERAL NOTES z O o z 1• This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building v, z Code(FBC)structural requirements including the"High Velocity Hurricane Zone (HVHZ). W W X O a 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base 0w material shall be beyond wall dressing or stucco. X z < a 3. When used in the"HVHP'this product is required to be protected with an impact resistant covering o that complies with Section 1626 of the FBC. ^ of a m $ a a 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the >m FBC.. 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. v. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a N z licensed engineer or registered architect. W o rn 7. Outswing configuration using threshold item#25 meet water infiltration requirements for"HVHT'. 8. Inswing configurations and outswing configuration using threshold item#27 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: ES 3 .TABLE OF CONTENTS FRAME JAMB fyhE pEFCU H Gtaz�p�RaSIGUP M SF) bESPG�GRaz SU .TABLE RAenEs V SHEEN DESCRIPTION _ 1 Typical elevations,design ressures&general notes D1M{ENSlC+N pQSlTlVE NEGATIVE PQ$1TlVE NEGATIVE 2 Door panel details-Bush glazing DATE' z r A • 2/2.7/12. z 3 Door panel details-lip lite glazing WOOD +70.0 70.0 +47.0 -47.0 scAiE N.T.S. ` 4 Horizontal cross sections 5 Vertical cross sections 37.50"x 81.88" PVC Dwr.Dv: . JK d 6 Buck and frame anchoring FIBERGLASS/COMP +60.0 -60.0 +47.0 -47.0 CHK BY. LFS 3 7 Components DRAWING NO.: R 8 Bill of materials FL—75255.13 C SHEEr 7 OF 8 n — — 0 PVC STILE 63 Gl EXTERIOR LOCK BLOCK PVC STILE CAP in PVC COMPOSITE �.. .............. •••••• .�c9I', CAP 1 DOOR SKIN Imo—2.48"--}�1.58" t� TOP RAIL = M in � _• ,; z 0 LVL STILE a n Ij 0.10 FOAM CORE INTERIOR SEE NOTE 2 LVL STILE 0.10" LVL RAIL o E v m ii Zo I r—0.31" 0.19 a L o 9 m c w 1 HORIZONTAL CROSS.SECTION � Li e N 56 t �a oa 2 NOTES: DOOR SKIN o =z i/T'GLASSBtTE— i. Spacing for lite frame screws is as follows: 75,MAX PANEL WIDTH HOT MELT SEALANT 1"O.A.THK GLASS TopJBottam:2-3J4"from each comer and EXTERIOR LITE FRAME equally spaced thereafter(4 total) 21.00'' 1JW TEMPERED Sider.23/4"from each comer and MAX.D:L0. GLASS equally spaced thereafter(8 total) 4 AIRSPACE �z 1/8"TEMPERED G3 G1 m av2i #8 X 1-1/7'PPH SMS GLASS o i/ ALUMINUM _ 1 (SEE NOTE 1) BUM SPACER EXTERIOR INTERIOR F o 2 INTERIOR LITE FRAME —� a o GLAZING DETAIL 0I Flush Lite Frame ui a a i o ' —1/2"GLASS BYTE m ax COO HOT MELT SEALANT 1"O.A.THKGLASS EXTERIOR LITE FRAME H �.; ^ SEE NOTE 1 o SEE IJ8"TEMPERED GLASS :2 h o DETAIL 1 —:AIR SPACE z + W o FF � i/ 1/86'TEMPERED GLASS #8 X 1-1/7'PPH SMS ALUMINUM&BUTYL (SEE NOTE 1) SPACER SYSTEM INTERIOR LITE FRAME G3 GLAZING DETAIL Mahogany LBa Frame n LVL RAIL d h u �W 1.21" �— DETAIL 1 PVC COMPOSITE z 40 FIBERGLASS DOOR E BOTTOM RAIL with FLUSH GLAZING . itARDINARE CHART ° Dnn: 2/27/ 12 e MANUFACTURER NIODEC -- DVa sr: N JK u 2 VERTICAL CROSS SECTION FOAM OR DOOR SKIN:MIN.URETH NE KNOB: SIGNATURE SERIES 2 Danwic•No,;LFS o FOAM CORE MATERIAL:POLYURETHANE 1 I MAHOGANY LITE FRAME FLUSH LITE FRAME KWIKSET DEADBOLT:SIGNATURE SERIES(980) FL-15255.13 ABS or PC/ASA ABS or PC/ASA srreer 2 of 8 9 1.58" DOOR SKIN to PVC STILE EXTERIOR LOCK BLOCKF—\ PVC STILE CAP 0*3, CAP " O.V2.48!------- 1.58" -4 % PVC TOP RAIL zyi 10 .. .......... LVL RAIL CS I"111111C OZ ro)10 ZO STILE LVLSTILE FOAM CORE G2 SEE NOTE I C, iii z M0.u INTERIOR =0 d W 0.311, % Qt a D- U) HORIZONTAL CROSS SECTION DOOR SKIN ;!�.'�Z".'�:�",.,� M 0:a, E 0z 35.75*MAX. Lj 8 PANEL WIDTH to ;0 zi 21.0(Y' MAX.D.1-0 O. LIP LITE FRAME zo ABS or PC/ASA M HOT MELT SEALANT F--I/2"GLASS BYTE Q6 O EXTERIOR INTERIOR I OA THK GLASS 0 EXTERIOR LITE FRAME G2 118'TEMPERED GLASS AIR SPACE C! 1/8PTEMPERED GLASS #8 X 1-1/2"PPH SMS ALUMINUMALUMINUM&BUTYLTYL SEE NOTE I (SEE NOTE 1) SPACER SYSTEM SEE INTERIOR LITE FRAME FOAM CORE COO LD�GIAZING VErAll V) ABS off RAM DETAIL I G2 LIP LITE FRAME ABS or PC ASA DETAIL I ...... ... .. . ....... .. ........... ..... ---------- .......... -............................ ................ ..........-,-... ........ .............. CMVTURUXER L; LVIL RAdL--,,, ANOPA ODE ....................... ss: . .... .. . .............. ................ KIINIKSET KNOB: SIGNATURE SERIES DEADBOILT.-SIGNATURE SERIES(980) PVC BOTTOM RAIL DATE` 2/27/12 FIBERGLASS DOOR PANEL rS sc"L, N.T.S. with Up LITE GLAZING NOTE: MO.BY: JK 1.Spacing for lite frame screw is as follows: CHK.BY. LFS FIBERGLASS DOOR SKIN:MIN.0.079"THK. Top and Bottom:2"from each corner and at centerline(3 total) FOAM CORE MATERIAL:POLYURETHANE Sides:2"from each comer and equally spaced thereafter(8 total) rf'�VERTICAL CROSS SECTION DRF NO.: FL—15255.13 SHEET_2L ' 1 2 EMB.(TYP.) `-%4 A. L��' 1 2 3 P C G * ity? ` c rL n � o to W CO 40 �/��� ��%�� z d'm 111 III V N z m 1 v \ v z oZU 4 INTERIOR 12 \ �' a u g o L a c V n maa� � - 9 p $z op 4 $ a 3 z EXTERIOR z 23 �M A 3 r U m U E 3 HORIZONTAL CROSS SECTION 1-1/4"MIN. 4 Shown w/1Xsub-buck 1-1/4"MIN. o EMB.(1YP.) 3 4 5 EMB.(1YP.) o _ L 5 5 5 L a a C 0.15' 0.15" C m C'SINK C'SINK <c ° F (TYP.) �P.) ° 1 2 3 1 2 3 v o INTERIOR INTERIOR W o 12 40 40 12 0 o P � v ' Z ° N F— 2 n = p Z Z C EXTERIOR EXTERIOR pA1E: 2/27 12 2 D 24 26 23 b4 B p SCALL, N.T.S. `_ B 18 E DwD.BY. JK d E WK B11. LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION DRAWING NO.: a Q Outswing shown-Inswing also approved4 Outswing shown-Inswing also approved FL-15255.13 c sHEV_�L OF �•6 in ''8'moi rn a •v. �V' g� =oro BQ C �n1•Ittt in o m o IL mort�i o °v 9 `oa C yv mda� c 40 'o Q CZ .12 . �; F 1 2 3 Sa 12 �sz Z9 Lo "�'' EXTERIOR INTERIOR 40 o EXTERIOR INTERIOR 1 2 3. w 2 VERTICAL CROSS SECTION 1 VERTICAL CROSS SECTION EXTERIOR INTERIOR 5 shown w/1x sub-buck } $ Outswing shown N U Inswing also approvedo z 40 0 12 a a z p 27 �m r; P EXTERIOR INTERIOR E d a y 40 N Q z EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION � I $ Outswing sill 12 5 a I s ji _25 - x P <a Z C 2/27/12 z a scue N.T.S. c °. -_ owc.BY.. JK d G za cmK ev: LFS 3, m 3 VERTICAL CROSS SECTION 5 nRawwc VERTICAL CROSS SECTION 5 Outswing sill-high dam FL-15No 255.13 $ Inswing sits R smEET 5 of 8 r-- T — 4„ SEE HINGE 6"(TYP.) ``0`,````�* rr DETAIL I J�� rT 0•k i�'• y� � GCM D v L 2X BUCK �'�.�''•........•' fig`�� omm TYP.HEAD F IXBUCK �'/n*I�p� � o Hai ro z AND JAMBS — o a x z TYP.HEAD E m z m v i~ AND JAMBS l� o N, 9 o cc a X BUCK $�j 2X BUCK a` _ m a a O 9 4 m E 4 z° D J4. k DOOR d FRAME 22 ^0 ^O z w MASONRYHINGE SEE MASONRY N OPENING 1 DETAIL OPENING _ m zT- TYP.SILL 64 2X BUCK R m PD o M IXBUCK a v o � a 23 l� BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB. STRIKE PLATE DETAIL N z Masonry construction d o CONCRETEANCHORNOTES., W W T.Concrete anchor locations at the comers 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 Ilka may be required to ensure the MAX ON CENTER'dimension are not exceeded J 2X BUCK 1 2X BUCK 3. Concrete anchor table: ANCHORMIIJ MtN.CLEAR�INCI MIN;:C4EQRACJCE H IXBUCK H 1X BUCK EMBEDMENT TOMASOWRY` TO...... Ni o iYPE.., Sfll EDGE.. ::.:... .....:ANCHOR::t_ 26 26 0 m �o 0 ITW ® 1/4" 1.1/4 2., 4„ 24 24 Z E3 TAPCON DATE: 2/27/12 °z Elco 1/4" 1 U4^ t" 4" 18 18 Ste: N.T.S. o. ULTITW " 1-1/4" 3" 1.1 J2" Mr.By. JK m' TAPCON 3Ji6CHK.ar: LFS WOOD SCREW INSTALLATION NOTES: HINGE DETAIL I HINGE DETAIL 2 DRAWING No.: N 1.Maintain a minimum 518"edge distance,I"end distance,&1"o.c.spacing of FL-15255.13 0 wood screws to prevent the splitting of wood. SHEET 6 OF 8 " i w =o k;��•F�'sY` �n a _ 0.7S' v -�1 1.25 I-- fi„ w Zt A a .75' 1 � z 0.81" A, „ 1.3T' N r, �0 F#" 3! ggc TN' o ��a t 'Dp y 1 �,R —�I Lou, ,3,V O O � �y P X ...M000 O m � O m� D o —v a � ° 0- 0 76" 00 � o CID N N w 0 ' z 1 in o A O o m � \\11111 l lllf/y No.43909 •.*� PRODUCT: Documents Prep By,�� •• �� ' TRINITY GLASS INTILyndon F. Schmidt // *' Iv z N P.E. No. 43409 //I/I•�D�At.v'\\�\ Ut o /�l/l/IINj1t\ cNir"' r` ,y v PART OR.ASSEMBLY- BUILDING.CONSULTANTS, INC. 103/02715 UPDATE TO STH ED.. (2014)FBC. -JK t!lea/1/ P.O. Box 230, Valrico. FL 33595 h N NO DATE gy COMPONENTS IY�VV Phone No.: 813.659.9197 REVISIONS FBPE C A. No..9813 ©2012 R.W.OWL01H.C.-ITANTB INC. n �\\�'•• .dpi` W Q. BlU OF MATERIALS Z°,� •o n REM R DESCRIPTION MATERIAL A 1X BUCK SG>=0.55 WOOD �tys z 2X BUCK SG- SPACE WOOD C '�.���''•.. ..... �`.�`�\ > D 114"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �hf# I tt►` �y 8 rmi 10 i MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI I• N E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE g E o m c w F 1 14'X 3-3/4"PFH ITW CONCRETE SCREW STEEL a N rpi 9 g r m H 1/4"X 3-1/4"PFH ITW CONCRETE SCREW STEEL w a m d a a J #9 X 2-1/4"PFH WS STEEL g z°, L #8X2-1/7'PFHWS STEEL `� M 3/16"X 3-1/4 PFH ITW CONCRETE SCREW STEEL o 3 a V' P 1/,VX 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 1 JAMB(FINGER-JOINTPINE-SG>=0.42) WOOD 2 JAMB PVC z 3 JAMB FIBERGLASS/COMP 5 INSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUMINUM } 6 DOOR BOITO-M SWEEP PVC m 8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL o 12 WEATHER STRIP QEBD650 Q-LON - 18 3.983'X 4.0"HINGE MIN 0.098"THICK STEEL o m 19 SILLKEY PC/ASAof 1- 22 DEADBOLT STRIKE PLATE STEEL a 23 LATCH STRIKE PLATE STEEL ELI le 24 #9 X 5/8"PFH WS STEEL m 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. 26 #9 X 1.0"PFH WS STEEL 4 27 OIITSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. a 40 1 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - N 64 #8'X 2'PFH WOOD SCREW STEEL z o 0 0 " R �w < M O 2 ZU w� 2/27/12 i ScuE N.T.S. E DwD.er. JK m" cHK.BY: LFS 3 DRAWING NO.i - 2 FL-15255.13 " 0 SHE£f $ OF $ N