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0 <br />TYPICAL MASONRY <br />WINDOW SCHEDULE <br />WINDOW <br />SIZE <br />BLK OPNG <br />BLK OPNG <br />MULLED PAIRS <br />SH12 <br />20 X 26 <br />SH 13 <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 />SH16 <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 />SH12 <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 />SH15 <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 11234 <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 />0 <br />0 <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 />211/4" <br />2/0 <br />25 1/4" <br />2/4 <br />29 1/4" <br />2/6 <br />311/4" <br />2/8 <br />331/4" <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 />COMPLIES WITH EGRE55 GOES, 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 />FARROW <br />.0 <br />i0.t� .off 'V✓� <br />��jFS•. ORtDP;'��� <br />sO 11���`\`` <br />51-RUOTURAL NOTES <br />TWO (2) 2X4 BUILT-UP COLUMN. NAIL <br />PLIES 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 />PLIES PER TYP. DETAIL "6/55." ANCHOR <br />WITH HTT4 AT BASE. <br />30 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL <br />PLIES PER TYP. DETAIL "6/55." 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 CIE Fb-2950) <br />R.A.G. <br />(2) 2x4 #2 SYP W/ <br />FOLLOW Q/S4 SEE PLAN FOR <br />BEARING WALL CALL -OUT WHEN <br />1/2" FLITCH PLATE <br />STRAPS 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 />24" O.C. W/ SINGLE TOP PL. <br />LOAD BEARING WALL W/ UPLIFT <br />LOAD BEARING WALL W/ UPLIFT <br />AND DOUBLE STUDS UNDER EACHc� <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 221a 5,F, <br />G,4R,4GE G I 5.F. <br />ENTRY 12& 5.F. <br />TOTAL SCE. FT. 3021 5.F. <br />FLOOR PLAN - B <br />5CALE: 1/4" : 1'-0' <br />y <br />DAMS BEWS <br />DESIGN GROUP <br />150 STATE STREET EAST <br />OLDSINAR,1.7..OR1DA 34677 <br />813 . 925.1300 TEL <br />813.925.1800 FAX <br />W W W.DAVISBEWS.CAM <br />TAIVIPA • DENVER. <br />EST. 1994 � <br />VORTEX ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />1.877.6VORTEX (686-7839) <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />ANDREW J. MEISHEID, P.E. #83217 <br />ASBED A. AVEDIKIAN, P.E. #86623 <br />1 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 MANUF. LAYOUT TO <br />DETERMINE ANY LOAD BEARING CONDITIONS AND <br />RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER <br />TRUSS LOAD INFORMATION IS SUPPLIED TO THE <br />ENGINEER. <br />SEALED FOR STRUCTURE ONLY <br />O <br />Z 0 <br />O�� <br />��MLn <br />N LLn <br />L- LL <br />Q ` <br />r-. <br />� U Q. � <br />z��� <br />w wo <br />J O <br />l0 <br />Oz <br />0 <br />w� <br />za <br />E Q <br />w Q w <br />z�zoo <br />Z Lu ¢ Q <br />0 w W <br />J <br />n. <br />aLo <br />OCJ W z N <br />0°z0 <br />Ovwi <br />zzz <br />ry ru <br />zw <br />Z 0 a� <br />W <br />p Ln� <br />0 J OH <br />U cn 0 J <br />Z Qz¢ <br />LL�a <br />w � <br />z wa�0 <br />Q E�0� <br />oa6o <br />k p �� zozv <br />� �\`' < Y � <br />Z00 �'(\V\ °o°'wz <br />Z Lr14n N2: w<ao <br />LL � �lazz <br />J �OOQ <br />LLi di � z � <br />�o <br />O^1 Z Z O' O <br />m 00 Z Z JLY <br />g g ao <br />rn <br />O m a a <br />SCALE : AS NOTED <br />DATE : 4/9/2019 <br />VERSION NO. <br />loo <br />SHEET NO. <br />lm2 <br />�.� T� _ ll� .:, <br />_ �. _ - -.:.. 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