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F <br />M� <br />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 />SH 13 <br />20 X 38 3/8 <br />SH14 <br />20 X 50 5/8 <br />SH145 <br />20 X 57 <br />SH15 <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 />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 />SH13 <br />18 1/2 x 37 3/4 <br />SH 14 <br />18 1/2 x 50 <br />SH 145 <br />18 1/2 x 56 1/4 <br />SH15 <br />18 1/2 x 62 1/4 <br />SH16 <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 />1_1 <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 />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 MUST HAVE ONE WINDOW THAT <br />COMPLIE5 WITH EGRE55 CODE5, IF THERE 15 NO <br />ACCE55 TO EXTERIOR THROUGH A DOOR THE <br />WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT <br />OF 44" ABOVE FIN15H FLOOR LINE OF THAT <br />PARTICULAR ROOM <br />..RANI.. 4 p <br />�O.••��c FZ N cc <br />q• NO •'�_ <br />STATE OF <br />��o�F ��ORIOP �cr�•, <br />STRUCTURAL_ NOTES <br />lO - TWO (2) 2X4 BUILT-UP COLUMN. NAIL <br />PLIES PER TYP. DETAIL V55." TIED TO <br />THE BOTTOM PLATE W1(2) 51MP50N 5PH4. <br />O - THREE (3) 2X4 BUILT-UP COLUMN. NAIL <br />PLIES PER TYP. DETAIL "8/55." ANCHOR <br />WITH HTT4 AT BA5E. <br />33 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL <br />PLIES PER TYP. DETAIL "8/55." ANCHOR <br />WITH NTT4 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 />FOLLOW Q/S4 SEE PLAN FOR <br />BEARING WALL CALL -OUT WHEN <br />12 " FLITCH PLATE <br />/ <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 />- <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 <br />GARAGE <br />ENTRY <br />TOTAL 50. F <br />DAVIS BEWS <br />DESIGN GROVP <br />150 STATE STREET FAST <br />OLDSMAR, FLORIDA 34677 <br />813.925.1300 TEL <br />813.925.1800 FAX <br />W W W.DAVISBEWS.COM <br />TAN4PA • DEN\/ER- <br />EST. 1994 r�_- <br />oil, <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 />NDREW J. MEISHEID, P.E. #83217 <br />vf ASBED A. AVEDIKIAN, P.E. #86623 <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 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 />i <br />O <br />Z C) <br />Oar, <br />0 <br />Fes-+ M O <br />o��� <br />d Ln <br />L U- <br />Q U Q� <br />Z � � <br />w Wo <br />J O <br />d- <br />Oz <br />�o <br />Low <br />aCL <br />w¢�� <br />z 00 <br />uz <br />0�f2o <br />zu < <br />=o�z <br />0- J <br />a �LL. o <br />� w 04 <br />z @ <br />Lu <br />z z <br />}o <br />o zw <br />z oLu <br />5 <br />o " O ~ <br />� <br />U cn 0 J <br />z Lu <br />U. mace <br />0wo <br />E ce <br />^ �o <br />W w a w w <br />Z wOj <br />O r �"�� zdwU <br />(�I in zu� <br />LuIw-Ya <br />Z 00 oo~z <br />aw <br />w Lo (� "<agLc <br />MR< <br />W W N"z� <br />w <br />w <br />00r_q Z Z °�Q0 <br />m ll <br />Q W O <br />00 Z Z <br />10 <br />g g om <br />SC LE : AS NOTED <br />2210 5.F. DA 4/9/2019 <br />(Oil 5.F. VER ION NO.. <br />2939 5,F. 100 <br />EET NO. <br />FLOOR PLAN - A <br />SCALE: 1/4" = 1'-0' <br />101 <br />