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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 />SH13 <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 />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 />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 />68 <br />62 X 81 1/4 <br />60 3/8 X 80 3/4 <br />68 <br />F908068 <br />74 X 81 1/4 <br />72 3/8 X 80/3/4 <br />98 X 81 1/4 <br />96 3/8 X 80 3/4 <br />68 <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 />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 />SH 1/2 36 127 <br />1/2 X 72 <br />EGRE55 NOTE: <br />EACH BEDROOM MU5T HAVE ONE WINrO,, ---AT <br />COMPLIE5 WITH EGRE55 CODES, IF TIC 1514 <br />ACCE55 TO EXTERIOR THROUGH A DOOR T-E <br />WINDOW MU5T HAVE A MAXIMUM OPN G-;E&6 l <br />OF 44" ABOVE FIN15H FLOOR LINE OF Tr•�:T <br />PARTICULAR ROOM <br />22'-4" <br />cf) <br />N <br />BEDROOM 2 <br />8'-0" FLAT CLG. a <br />CARPET <br />5065 BI-FOLD <br />p--------- <br />R/5 <br />53 <br />1'-0" <br />3 <br />IT-b" <br />4 \ <br />v <br />� \ <br />w <br />e \ <br />FAMILY ROOM <br />4'-0"x8'-0" <br />CLG. <br />CARPETD <br />CONC. PAD <br />3:12 <br />VAULT/ <br />cr <br />"R <br />C / <br />O <br />/ <br />/ <br />11' 0 <br />COND. <br />42"x42" <br />A/C PAD <br />OWNERS SUITE <br />_ 8'-0" FLAT CLG. <br />CARPET <br />-E O 14'-2" <br />L� <br />25-5H TEMP. i <br />EGRE55 <br />I� <br />n 1� <br />0 <br />ED BATH 2 <br />BEDROOM 3 I <br />1 TB. CLG. <br />CARPETLAT CLG. <br />T.P.-TILE <br />1 2065 BI-FOLD <br />II'-4' it 2' 8' b'-0 <br />6-0" CLG. <br />CARPET, <br />2668 <br />HDR. AT T-0" <br />N � <br />> G H4 <br />53 3'-0" <br />BEARING WALL W/ UPLIFT AND <br />DOUBLE STUDS UNDER EACH <br />TRU55 <br />4 5H, <br />Ib" DEEP <br />19 <br />CAFE <br />VAULT[ <br />'-8' <br />FLEX <br />8'-0" FLAT CLG. <br />BEDROOM 4 CARPET <br />8'-0" FLAT CLG. <br />_e CARPET <br />N ' <br />3'-0' 8'-4" <br />5066 BI-FOLD <br />NOME <br />I <br />I <br />I <br />II <br />I I <br />o <br />o <br />Ell <br />10n <br />�- <br />— <br />I <br />KITCHEN <br />VAULTED CLG. <br />TILE <br />... �_�__.q■■a; - <br />cC <br />53 <br />BEARING WALL W/ UPLIFT AND <br />I 5TUD5 AT 12" O.C. MAX. SPACING <br />L FOR THESE WALL5 ONLY <br />EDGE OF 5LA5 <br />2" BEYOND WALL <br />'NEONMNM MINNOW, <br />1■ mi ; „ , ■■ ■ <br />■moll■■ <br />.- <br />FLAT HEADER <br />SEE ELEVATION <br />LL <br />I <br />I <br />I <br />— Q I <br />q 6 <br />_ i <br />CVC o <br />a00 <br />;t <br />3068 <br />2 <br />1 <br />p <br />o <br />o <br />a <br />u, <br />�I <br />zl <br />of <br />nl <br />X <br />e <br />�I <br />QI <br />H <br />O <br />�I <br />z <br />z; L <br />of <br />v <br />o <br />a <br />0I <br />e <br />1 <br />of <br />ZI <br />�I <br />C) <br />o <br />s <br />al <br />�I <br />O <br />z <br />12" CM.U. COLUMN <br />T.O.M. AT 6-0" A.F.F. <br />(TYP. OF 4 AT PORCH) <br />FLAT HEADER <br />5EE ELEVATION <br />FLAT HEADER <br />5EE ELEVATION <br />FLAT HEADER <br />5EE ELEVATION <br />a <br />co <br />o-� <br />0 ■ INDIGATE51$5 <br />♦ INDICATE5 215 <br />DAVIS BEWS <br />DESIGN GROVP <br />L50 STATE STREET EAST <br />OLDWAR,RX)MA 34677 <br />813 . 925 . L300 TEL <br />813.925.1800 FAX <br />W W W.DAVLSBEWSCAM <br />TAMPA • L7EQWEI <br />�-� EST. 1994 r� <br />M e N.I <br />,.�.co O; - <br />®� oZ 4 <br />P <br />m a 3 z <br />■■■ '■■ <br />_® <br />d®oe�'• .®®••• o . �� ��� <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 />STRUCTURAL- NOTES <br />lO - 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 />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/S5" 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 />O(2) <br />H2 <br />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 />FOLM S4 SEE PIA FM <br />BEAM WALL CALL-otnMiEN <br />1/2" FLITCH PLATE <br />STRAPS AREA, <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 />RNAUE / 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 BAFHFS AT EAVE) <br />GARAGE SEPARATION <br />[R-11/R-13 KRAFT FACE <br />(GARAGE / LIVING) <br />LIVING 22'1E 5-F. <br />GARAGE &1I 5.F. <br />ENTRY 12& S.F. <br />TOTAL 60. FT. 3021 5-F. <br />FLOOR PLAN - B <br />5CALE: 1/4" = I'-0" <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 a! C) <br />N n <br />t"0 <br />_ M p <br />U LLn <br />N Ln <br />Q CL LL- <br />M <br />z z E <br />U a� <br />z C <br />wWo <br />J Q <br />�o <br />Oz <br />�5 <br />w� <br />Lu < w <br />z zUJI <br />�o z <br />00 W <br />f N <br />ono <br />U W N <br />m <br />Z z <br />U <br />Z <br />z CL <br />9 0 �� <br />OO <br />U <br />Z �z <br />U-. � W <br />III z W Q LL Z <br />v <br />O o o <br />k O �—� zaZU <br />W 0 Z U <br />a H UVI <br />0z <br />z N ^N, a S <br />J Ln , v azz <br />��oa <br />W <br />� of <br />fo <br />,� Z Z <br />m 00 z z -c Lu <br />n � om <br />rn m aIn- <br />SCALE <br />: AS NOTED <br />DATE : 7/17/2018 <br />VERSION NO. <br />100 <br />SHEET NO. <br />■ <br />1 It F__ l 1- --F I <br />