Laserfiche WebLink
TYPICAL MASONRY <br />WINDOW SCHEDULE <br />WINDOW <br />SIZE <br />BLK OPNG <br />BLK OPNG <br />MULLED PAIRS <br />SH 12 <br />20 X 26 <br />SH13 <br />20 X 38 3/8 <br />SH 14 <br />20 X 50 5/8 <br />SH 145 <br />20 X 57 <br />SH 15 <br />20 X 63 <br />SH 16 <br />20 X 72 <br />SH 1/2 32 <br />27 1/2 X 26 <br />SH 1/2 33 <br />27 1/2 X 38 3/8 <br />SH 1/2 34 <br />27 1/2 X 50 5/8 <br />SH 1/2 <br />27 1/2 X 57 <br />SH 1/2 35 <br />27 1/2 X 63 <br />SH 1/2 36 <br />27 1/2 X 72 <br />SH22 <br />37 3/4 X 26 <br />75 X 26 <br />SH23 <br />37 3/4 X 38 3/8 <br />75 X 38 3/8 <br />SH24 <br />37 3/4 X 50 5/8 <br />75 X 50 5/8 <br />SH245 <br />37 3/4 X 57 <br />75 X 57 <br />SH25 <br />37 3/4 X 63 <br />75 X 63 <br />SH26 <br />37 3/4 X 72 <br />75 X 72 <br />SH32 <br />54 X 26 <br />107 1/2 X 26 <br />SH33 <br />54 X 38 3/8 <br />107 1/2 X 38 3/8 <br />SH34 <br />54 X 50 5/8 <br />107 1/2 X 50 5/8 <br />SH345 <br />54 X 57 <br />107 1/2 X 57 <br />SH35 <br />54 X 63 <br />107 1/2 X 63 <br />SH36 <br />54 X 72 <br />1 107 1/2 X 72 <br />TYPICAL WOOD FRAMED <br />WINDOW SCHEDULE <br />WINDOW <br />SIZE <br />WOOD OPNG <br />WOOD OPNG <br />MULLED PAIRS <br />SH 12 <br />18 1/2 x 25 1/4 <br />SH 13 <br />18 1/2 x 37 3/4 <br />SH14 <br />18 1/2 x 50 <br />SH145 <br />18 1/2 x 56 1/4 <br />SH 15 <br />18 1/2 x 62 1/4 <br />SH 16 <br />18 1/2 x 17 1/4 <br />SH 1/2 32 <br />25 3/4 X 25 1/4 <br />SH 1/2 33 <br />25 3/4 X 37 3/4 <br />SH 1/2 34 <br />25 3/4 X 50 <br />SH 1/2 <br />25 3/4 X 56 1/4 <br />SH 1/2 35 <br />25 3/4 X 62 1/4 <br />SH 1/2 36 <br />25 3/4 X 71 1/4 <br />SH22 <br />36 1/4 X 25 1/4 <br />73 1/2 X 25 1/4 <br />SH23 <br />36 1/4 X 37 3/4 <br />73 1/2 X 37 3/4 <br />SH24 <br />36 1/4 X 50 <br />73 1/2 X 50 <br />SH245 <br />36 1/4 X 56 1/4 <br />73 1/2 X 56 1/4 <br />SH25 <br />36 1/4 X 62 1/4 <br />73 1/2 X 62 1/4 <br />SH26 <br />36 1/4 X 71 1/4 <br />73 1/2 X 71 1/4 <br />SH32 <br />52 1/2X 25 1/4 <br />105 3/4 X 25 1/4 <br />SH33 <br />52 1/2X 37 3/4 <br />105 3/4 X 37 3/4 <br />SH34 <br />52 1/2 X 50 <br />105 3/4 X 50 <br />SH345 <br />52 1/2 X 56 1/4 <br />105 3/4 X 56 1/4 <br />SH35 <br />52 1/2 X 62 1/4 <br />105 3/4 X 62 1/4 <br />SH36 <br />52 1/2 X 71 1/4 <br />105 3/4 X 71 1/4 <br />TYPICAL SLIDING <br />GLASS DOOR SCHEDULE <br />SLIDING <br />GLASS DR. <br />BLK OPNG <br />WD FRAME <br />OPNG <br />5068 <br />62 X 81 1/4 <br />60 3/8 X 80 3/4 <br />6068 <br />74 X 81 1/4 <br />72 3/8 X 80/3/4 <br />8068 <br />98 X 81 1/4 <br />96 3/8 X 80 3/4 <br />9068 <br />1087/8 X 81 1/4 <br />107 1/4 X 80 3/4 <br />10068 <br />122 3/4 X 81 1/4 <br />121 X 803/4 <br />12068 <br />146 3/4 X 81 1/4 <br />145 X 80 3/4 <br />16068 <br />194 3/4 X 81 1/4 <br />193 X 80 3/4 <br />80 HIGH DOORS <br />ARE 97 1/4 <br />80 HIGH DOORS <br />ARE 96 3/4 <br />11 <br />TYPICAL BI-FOLD <br />DOOR SCHEDULE <br />BIFOLD <br />SIZE <br />ROUGH <br />OPNG <br />1/6 <br />19 1/4" <br />1/8 <br />21 1/4" <br />2/0 <br />25 1/4" <br />2/4 <br />29 1/4" <br />2/6 <br />31 1/4" <br />2/8 <br />33 1/4" <br />3/0 (2 DOOR) <br />37 1/4" <br />3/0 (4 DOOR) <br />37 1/4" <br />4/0 <br />49" <br />5/0 <br />61" <br />6/0 <br />73" <br />EGRE55 NOTE: <br />EACH BEDROOM MU5T HAVE ONE WINDOW THAT <br />COMPLIE5 WITH EGRE55 CODES, IF THERE 15 NO <br />ACCE55 TO EXTERIOR THROUGH A DOOR, THE <br />WINDOW MU5T HAVE A MAXIMUM OPENING HEIGHT <br />OF 44" ABOVE FIN15H FLOOR LINE OF THAT <br />PARTICULAR ROOM <br />STRUCTUF,,4L NOTES <br />ID - TWO (2) 2X4 BUILT-UP COLUMN. NAIL <br />PLIE5 PER TYP. DETAIL "8/55." TIED TO <br />THE BOTTOM PLATE W/ (2) 51MP50N 5PH4. <br />O - THREE (3) 2X4 BUILT-UP COLUMN. NAIL <br />PLIE5 PER TYP. DETAIL "8/55." ANCHOR <br />WITH HTT4 AT BA5E. <br />O3 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL <br />PLIE5 PER TYP. DETAIL "8/55." ANCHOR <br />WITH HTT4 AT BASE. <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) 2x6 #2 SYP W/ <br />1/2" FLITCH PLATE <br />H2 <br />(2) 2x8 #2 SYP W/ <br />1/2" FLITCH PLATE <br />H3 <br />(2) 2x10 #2 SYP W/ <br />1/2" FLITCH PLATE <br />H4 <br />(2) 2x12 #2 SYP W/ <br />1/2" FLITCH PLATE <br />H5 <br />(2) 1 3/4" x 11 1/4" <br />LVL (2 OE Fb-2950) <br />H6 <br />(2) 1 3/4" x 9 1/4" <br />LVL (2 OE Fb-2950) <br />H7 <br />(2) 1 3/4" x 16" <br />LVL (2 OE Fb-2950) <br />R.A.G. <br />(2) 2x4 #2 SYP W/ <br />MR <br />BEARING t WALL CACA L�-OUT WHEN <br />1/2" FLITCH PLATE <br />MAPS ARE REQUIRED. <br />• VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. <br />• • SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS. <br />* * WIND PRESSURES <br />REFER TO DETAIL SHEETS "SN" FOR <br />REQUIRED WIND PRESSURES <br />WALL LEGEND <br />MASONRY HGT. AT 8'-0" A.F.F. <br />2x FRAME WALL NON -BEARING <br />- <br />24" O.C. W/ SINGLE TOP PL. <br />LOAD BEARING WALL W/ UPLIFT <br />LOAD BEARING WALL W/ UPLIFT <br />AND DOUBLE STUDS UNDER EACH <br />TRUSS W/ SIMPSON SPH4 AT TOP <br />AND BOTTOM PLATE. (1) PER DBL. <br />STUD <br />INSULATION REQ. <br />LOCATION <br />R-VAUE / TYPE <br />EXT. CONC. WALL <br />R-4.1 HIGH PERM <br />EXT. FRAME 2x4 <br />R-11/R-13 KRAFT FACE <br />EXT. FRAME 2x6 <br />R-19 KRAFT FACE <br />CONDITIONED CLG. <br />R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACE <br />(GARAGE / LIVING) <br />LIVING 2218 S.F. <br />GARAGE (o 17 S.F. <br />ENTRY' -4.4 S.F. <br />TOTAL SCE. FT. 2939 S.F. <br />FLOOR PLAN - A <br />5CALE: 1/4" = 1'-0" <br />y <br />Davis BEws <br />DESIGN GROUP <br />150 STA1-E ST'R.EEI' EAST <br />OLDSMAR, FLORIDA 34677 <br />813.925.1300 TEL <br />813.9'L5.1800 FAX <br />W W W.DAVfSBEWS.CAM <br />TAMPA • DEIVVER <br />�� FST.1994 ��� <br />16 2111 �11 1�1 <br />VORTEX ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />813.704.4842 <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />ANDREW J. MEISHEID, P.E. #83217 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE <br />ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE FLORIDA BUILDING CODE, <br />RESIDENTIAL 6TH EDITION (2017). <br />THE ENGINEER HAS NOT REVIEWED THE <br />PRE-ENGINEERED TRUSS MANUR LAYOUT TO <br />DETERMINE ANY LOAD BEARING CONDITIONS AND <br />RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER <br />TRUSS LOAD INFORMATION IS SUPPLIED TO THE <br />ENGINEER. <br />SEALED FOR STRUCTURE ONLY <br />O <br />Oo <br />r~ � O <br />� Ln M O <br />O <br />Q��� <br />N O LLo <br />L L�. <br />a <br />z <DC U Q � <br />z� u <br />w w0 <br />J O <br />J <br />OZ <br />�o <br />w <br />z a <br />w¢�� <br />zo-zoo <br />C)Lz Lu�< <br />az <br />�o-1w <br />a <br />�Uo <br />LLJ <br />Ow u N <br />Z Z <br />}o <br />zW <br />Z � a <br />p �� <br />OO -I H <br />U to 0 <br />Zw � <br />QLL �Q� <br />0wo <br />J o11714 �� <br />` Lu IL U- <br />V a � Z <br />cCi' z 1714 �O� <br />p �� za"o <br />w w < <br />�oQo <br />z N N =~Z <br />Z N 2:$ (D < <br />N <br />Lu Lu z x <br />av <br />00 Q Q =QLL <br />t0 Z Z (DO J ° <br />�--I Q 9 U <br />00 Z Z <br />0 '� g 0 <br />0ca <br />� m a a <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />VERSION NO. <br />iso <br />SHEET NO. <br />