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TYPICAL MASONRY <br />WINDOW SCHEDULE <br />WINDOW <br />SIZE <br />ELK I <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 />1 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 />SH14 <br />18 1/2 x 50 <br />SH145 <br />18 1/2 x 56 1J4 <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 />1 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 />BILK 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 />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 />291/4" <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 />SH 1/2 36 <br />27 1/2 X 72 <br />b- <br />EGRE55 NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIES WITH EGRESS CODES, IF THERE IS NO <br />ACCE55 TO EXTERIOR THROUGH A DOOR. THE <br />WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT <br />OF 44" ABOVE FINISH FLOOR LINE OF THAT <br />PARTICULAR ROOM <br />22'-4" <br />HB. <br />O <br />"TEMP.051 <br />u, <br />o <br />I� <br />BEDROOM 2 <br />BEDROOM 3 <br />8'-1 FLAT CLG. <br />8'-0" FLAT CLG.CARPET <br />�. <br />CARPET <br />II -4 <br />2 8 <br />6 -0 <br />A A <br />12' <br />15'-a" <br />" <br />5068 5I-FOLD 6-0" CLG. L4 SH. <br />CARPET �. 16" DEEP <br />53 — HDR. AT T-0" <br />Qi <br />BEARING WALL W/ UPLIFT AND <br />\ DOUBLE STUDS UNDER EACH <br />TRU55 <br />FAMILY ROOM <br />4 -0 x8 -0 VAULTED CLG. <br />CARPET <br />GONG. PAp= 3:12 <br />VAULT 'T <br />,n <br />M � / <br />O f <br />COND. <br />42 N42" <br />A/C PAD <br />OWNERS SUITE <br />8'-0" FLAT CLG. <br />CARPET <br />Lu m 4E O 14'-2" <br />19'-8" <br />BEDROOM 4 <br />8'-0" FLAT CLG. <br />CARPET <br />3'-0" 1 „ b' <br />5068 51-FOLD <br />R/5 <br />N <br />FLEX <br />8'-0" FLAT CLG. <br />CARPET <br />3'-011 51_011 <br />=T, <br />HDR. AT T-8" <br />I 10 <br />CC <br />BEARING WALL W/ UPLIFT AND <br />I °, n STUDS AT 12" O.C. MAX. SPACING <br />o FOR THESE WALLS ONLY <br />c CAFE I I Eo lui <br />VAULTED CLG. I �\ / <br />/ \ n EDGE OF SLAB <br />2" BEYOND WALL <br />KITCHEN <br />VAULTED CLG. <br />TILE <br />3'-0" 10' 2" 2' 4" 6' 4" n <br />HDR. AT T-V <br />y R/A ; a <br />"` PANTRY 2468 v I r <br />2868 A.N. n 8'-0" �, � <br />3'-b" "' �* 8' 6" CLG. i I �I ,� 1= Q <br />e I I 1 1= <br />tr 30" H. 5 5H. 3 I I a <br />PLATFORM 16" DEEP <br />101won <br />01-11p, <br />, <br />I <br />11,ri <br />1■ <br />■ <br />�� <br />" <br />�■ <br />proll <br />W'm <br />NINE <br />■ <br />.�■mm <br />IN <br />■ <br />�� <br />� <br />� <br />•" <br />•" <br />�_gA■ICJI <br />'' <br />■■����I <br />�■ <br />,�riI\, <br />a <br />�■ <br />I��I III"III'lull'IIIII Illllil■�� �; I�:Illllllllllllllllllll'II <br />I III�:Illllllllllllllllll <br />lllllll I I'I�:I I'IIIIIIIIIIIIII <br />lll�l� <br />111 l lll��l l llllllll Illlllll llll <br />llllllll�:lllil l 111 <br />40'-4" <br />FOYER <br />9'-4" FLAT CLG. <br />TILE <br />C <br />5'-4" <br />FLAT HEADER <br />SEE ELEVATION <br />J I <br />ao = U I <br />o <br />I <br />I <br />I <br />I <br />III -a, `r <br />3068 <br />2 <br />D <br />of <br />01 <br />n <br />w <br />�I <br />-4 <br />a <br />Iz <br />COI <br />= <br />� <br />nl <br />I <br />X <br />� <br />co <br />al <br />O <br />�I <br />LnL_ <br />z <br />of <br />v <br />o <br />c� <br />n <br />o <br />�I <br />of <br />Lu <br />ZI <br />of <br />o <br />o <br />L <br />11�I <br />�I <br />Q <br />12" C.M.U. COLUMN <br />T.O.M. AT 6-0" AFf <br />(TYP. OF 4 AT PORCH) <br />FLAT HEADER <br />SEE ELEVATION <br />FLAT HEADER <br />SEE ELEVATION <br />FLAT HEADER <br />SEE ELEVATION <br />s <br />v <br />0 ■ INDICATES 1 #5 <br />♦ INDICATES 2 15 <br />l <br />co <br />c <br />w to <br />a: '�0 <br />10 z <br />°i'® .1�wmae <br />.d„�,.�e�•• <br />e �� <br />" �® <br />5TRUCTUR,4L_ NOTES <br />ID - 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 "8/55." ANCHOR <br />WITH HTT4 AT BASE. <br />O3 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL <br />PLIES PER TYP. DETAIL "8/55." ANCHOR <br />WITH HTT4 AT BASE. <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />O(2) <br />H1 <br />2x6 #2 SYP W/ <br />1/2" FLITCH PLATE <br />O(2) <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 />(Z) 20 #2 SYP W/ <br />LLOW QJS4 SEE PLAN FOR <br />BEARING BEWALLCALL-OUTWHEN <br />1/2" FLITCH PLATE <br />STMAREREQUIRED. <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-11/11-13 KRAFT FACE <br />(GARAGE / LIVING) <br />LIVING 2210 5.F. <br />GARAGE (Oil 5.F. <br />ENTRY 12(o S.F. <br />TOTAL 50. FT. 3021 5.F- N <br />FLOOR PLAN - B <br />SCALE: 1/4" : 1411 <br />Y <br />DAVIS BEWS <br />DESIGN GROVP <br />150 STATE S'I'R= FAST <br />OL.DSMAR, FLORIDA 34677 <br />813. 925. L300 TEL <br />813.925.1800 FAX <br />NVVvW.DAVISBE V5.COM <br />TAMPA • DEIVVER <br />EST. 1994 <br />oil il III <br />VORTEX ENGINEERING, I.I.C. <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 I 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 O <br />ON <br />4 �.a'O <br />>_ (n M O <br />O <br />h <br />M L n <br />d Ln i <br />Q iJ LL Lf ) <br />z E 00 <br />oC U Q <br />z �3: <br />W Wo <br />J O <br />J <br />0z <br />�O <br />w� <br />a� <br />x� <br />w¢�� <br />z��oo <br />zw¢a <br />0-1w <br />J <br />O0. <br />0�2o <br />(� w 1i N <br />�Lo <br />Zo <br />2 U <br />Ew <br />z 5 <br />Lu <br />o u J <br />��upa <br />U. �Q <br />0 yj <br />a�� <br />o c z Lu <br />c �� zQ-Z <br />wwG <br />Y <br />Q LA p'o�°z <br />O' w <br />z N EU< <br />Ll1 LinN <<ZZ <br />ego¢ <br />LLcnw <br />� <br />di 2: 2 Q29 <br />�D z z �no <br />i--I J Y <br />m co Z Z 8 <br />g � apm <br />m a 0- <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />VERSION NO. <br />100 <br />SHEET NO. <br />102 <br />