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. - . . . -1- TYPICAL MASONRY WINDOW SCHEDULE WINDOW SIZE BILK OPNG BILK OPNG MULLED PAIRS SH 12 20 X 26 SH 13 20 X 38 3/8 SH 14 20 X 50 5/8 SH 145 20 X 57 SH 15 20 X 63 SH16 20 X 72 SH 1/2 32 27 1/2 X 26 SH 1/2 33 27 1/2 X 38 3/8 SH 1/2 34 27 1/2 X 50 5/8 SH 1/2 27 1/2 X 57 SH 1/2 35 27 1/2 X 63 SH 1/2 36 27 1/2 X 72 SH22 37 3/4 X 26 75 X 26 SH23 37 3/4 X 38 3/8 75 X 38 3/8 SH24 37 3/4 X 50 5/8 75 X 50 5/8 SH245 37 3/4 X 57 75 X 57 SH25 37 3/4 X 63 75 X 63 SH26 37 3/4 X 72 75 X 72 SH32 54 X 26 107 1/2 X 26 SH33 54 X 38 3/8 107 1/2 X 38 3/8 SH34 54 X 50 5/8 107 1/2 X 50 5/8 SH345 54 X 57 107 1/2 X 57 SH35 54 X 63 107 1/2 X 63 SH36 54 X 72 107 1/2 X 72 TYPICAL WOOD FRAMED WINDOW SCHEDULE WINDOW SIZE WOOD OPNG WOOD OPNG MULLED PAIRS SH12 18 1/2 x 25 1/4 SH13 18 1/2 x 37 3/4 SH14 18 1/2 x 50 SH145 18 1/2 x 56 1/4 SH15 18 1/2 x 62 1/4 SH16 18 1/2 x 17 1/4 SH 1/2 32 25 3/4 X 25 1/4 SH 1/2 33 25 3/4 X 37 3/4 SH 1/2 34 25 3/4 X 50 SH 1/2 25 3/4 X 56 1/4 SH 1/2 35 25 3/4 X 62 1/4 SH 1/2 36 25 3/4 X 71 1/4 SH22 36 1/4 X 25 1/4 73 1/2 X 25 1/4 SH23 36 1/4 X 37 3/4 73 1/2 X 37 3/4 SH24 36 1/4 X 50 73 1/2 X 50 SH245 36 1/4 X 56 1/4 73 1/2 X 56 1/4 SH25 36 1/4 X 62 1/4 73 1/2 X 62 1/4 SH26 36 1/4 X 71 1/4 73 1/2 X 71 1/4 SH32 52 1/2X 25 1/4 105 3/4 X 25 1/4 SH33 52 1/2X 37 3/4 105 3/4 X 37 3/4 SH34 52 1/2 X 50 105 3/4 X 50 SH345 52 1/2 X 56 1/4 105 3/4 X 56 1/4 SH35 52 1/2 X 62 1/4 105 3/4 X 62 1/4 SH36 52 1/2 X 71 1/4 105 3/4 X 71 1/4 TYPICAL SLIDING GLASS DOOR SCHEDULE SLIDING GLASS DR. BILK OPNG WD FRAME OPNG 5068 62 X 81 1/4 60 3/8 X 80 3/4 6068 74 X 81 1/4 72 3/8 X 80/3/4 8068 98 X 81 1/4 96 3/8 X 80 3/4 9068 1087/8 X 81 1/4 107 1/4 X 80 3/4 10068 122 3/4 X 81 1/4 121 X 803/4 12068 146 3/4 X 81 1/4 145 X 80 3/4 16068 194 3/4 X 81 1/4 193 X 80 3/4 80 HIGH DOORS ARE 97 1/4 80 HIGH DOORS ARE 96 3/4 TYPICAL BI-FOLD DOOR SCHEDULE BIFOLD SIZE ROUGH OPNG 1/6 19 1/4" 1/8 211/4" 2/0 25 1/4" 2/4 291/4" 2/6 311/4" 2/8 331/4" 3/0 (2 DOOR) 37 1/4" 3/0 (4 DOOR) 37 1/4" 4/0 4911 5/0 61" 6/0 73" SH 1/2 36 27 1/2 X 72 42 "x42" A/C PA COND. EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 65'-011 18'-2" 1 10'-4" 4'-10" 31'-8" 1 .O" SHOWER -A SHOWER S ROUND u 1 .BATH ■I O 25-SH * EGRESS BEDROOM 4 8'-0" FLAT CLG. CARPET r 4068 BI-FOLD - -N R/S OLki oa a e OWNERS SUITE O8'-0" FLAT CLG. CARPET 4'.2" S3 - 8'-0" 4' 0"x8' 0" - CLG. H4 GONG. PAD 1-0" ~ BEARING WALL W/ NDR. AT � D UPLIFT AND STUDS S AT 12" O.C. 14'-1" 3411 4 � O FAMILY ROOM / 3;12 VAULTED CLG. n, VAULT CARPET / O � .;, m :f N.B. 25'-1" 4'41 I 25-5H 25-5H * EGRE55 * EGRE55 WN i 0 2'-6" I BEDROOM 3 BEDROOM 2 I (TYP.) 8'-0" FLAT CLG. 8'-0" FLAT CLG. CARPET _ CARPET c!J ao I K I 83 I �I 10'4" 10'-4" I of � 4065 ISI 40b6 �I BI-FOLD "' BI-FOLD Q I `' — — — — — — — — — r -- HANSENBOX I1 11 R/S R/S AT 36" AFF. I I I I o 1 CLG. 2868 lIl! 11 I a ` I o 2'-10" 1'-411 2'-411 I'-2" 6-211 b' 10" I I I 22'-0" 2668 J ---- ---- N u',uN. I -%a i 3 CAR GARAGE SR/S = _ LG �I oIJ 8'-0" PLT. HT. — — — — — — — - I'-2" r - TILE L i — W.I.C. Q BATH 2 DRYER VENT I Q CLG. I L � D'c -011 ucr T.B. THRU WALL o I oc CARPET CLG. CHASE A H. z g II 168 T.P. Q I I' 4 IR"� EDGE OF SLAB 3'-6" 2' 31/2" N 5'-0" 4'-411 2" BEYOND WALL 3 � I e - L — JBEARING"O 53 BEARING WALL W/L — t" G 8' 0' a; �•E•WALL n°� HDR. UPLIFT AND STUD---------R/S H4— 53 r AT T-0" AT 12" O.C. - = I � HDR. AT -0' -- - . FOYER Cv N I 4 '�: � BEARING WALL W/ BEARING WALL W/ ri: � o Q) J2' n Q 9'-4' FLAT CLG. _r UPLIFT AND STUDS e UPLIFT AND STUDS 611 a 6„ 7TILE 3068 al; 9' 8" AT 12" O.G. an 3'-0" AT 12" O.C. $i 511 �* 3'_011 an 11511 51_011 2'_111 S'-811 VOLUME 9-4" -- 9'-4" e CLG. CLG. CLG. �� C 31_411 b -411 — 6� v S7 A — - - - - - PORCH I _ _ - Q Zia a, u ` _ T "1 8' - 0" I CLG. A.F.F.1 CAFE I I - - i Y'-2" 246 :o co u s VAULTED TILE CLG. -9 I l I I O Y es w o B F NDR AT T-8" PWDR E0l 10 81-011 1 TB. FLEX - I — - -- CLG. 8'-0" FLAT CLG. O CARPET j \ I - I T.P. SA e KITCHEN N — VAULTED CLG. TILE 2665 - PANTRY - - OPT. REF. CLG. --- 35S^H N ------- --- --- 55H. 9 Am a III v FLAT HEADER (SEE ELEV.) ao "� FLAT HEADER (SEE ELEV.) 9 all FLAT HEADER (SEE ELEV.) ";> 1 110 DEEP — — — — — I--- 58'-81, 65'-01, 33'-T FLAT HEADER (SEE ELEV.) 12" CM.U. COLUMN T.OM. AT 1'-0" AFF. (TYP. OF 4 AT PORCH) 1_011 ■ INDICATES 105 ♦ INDICATES 205 FLOOR PLAN — B SCALE: 1/4" = 1'-0" 0 STRUCTURAL NOTES 0 - TWO (2) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/S5." TIED TO THE BOTTOM PLATE W/ (2) 5IMP50N 5PH4. O - THREE (3) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." ANCHOR WITH HTT4 AT BASE. 03 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL PLIES PER TYP. DETAIL "8/55." ANCHOR WITH HTT4 AT BASE. HEADER SCHEDULE MARK HEADER SIZE REMARKS 1 (2) 2x6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) 2x8 #2 SYP W/ 1/2' FLITCH PLATE (2) 2x10 #2 SYP W/ U 1/2" FLITCH PLATE H4 (2) 2x12 #2 SYP W/ 1/2" FLITCH PLATE HS (2) 1 3/4" x it 1/4" LVL (2 OE Fb-2950) H6 (2) 1 3/4" x 9 1/4" LVL (2 OE Fb-2950) H7 (2) 1 3/4" x 16" LVL (2 OE Fb-2950) R.A.G. (2) 2x4 #2 SYP W/BEII WEAL EIIWHEN 1/2" FLITCH PLATE STRAPS ARE REwm. • VERffY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. • • SEE PLAN FOR DETAIL CALL OUT FOR CONNECTMS AND REQUIRED STUDS. * * WIND PRESSURES REFER TO DETAIL SHEETS "SN" FOR REQUIRED WIND PRESSURES WALL LEGEND MASONRY HGT. AT 8'-0" A.F.F. 2x FRAME WALL NON -BEARING _ 24" O.C. W/ SINGLE TOP PL. LOAD BEARING WALL W/ UPLIFT LOAD BEARING WALL W/ UPLIFT AND DOUBLE STUDS UNDER EACH ;;,, ,; ,,;,. ,; TRUSS W/ SIMPSON SPH4 AT TOP AND BOTTOM PLATE. (1) PER DBL. STUD INSULATION REQ. LOCATION RNAUE / TYPE EXT. CONC. WALL R-4.1 HIGH PERM EXT. FRAME 2x4 R-11/R-13 KRAFT FACE EXT. FRAME 2x6 R-19 KRAFT FACE CONDITIONED CLG. R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACE (GARAGE / LMNG) LIVING 2443 5F. GARAGE (055 5.F. ENTRY 141 5.F. TOTAL 50. FT. 3239 5.F. DAVIS BEWS DESIGN GROUP L50 STATE STRFEr EAST o1.I76MAR, RA)RMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAWSBEWS.COM TAIVIPA • LDENVER -_ - -� EST. 1994 O : •. oil III z � o\p : � �_ VORTEX ENGINEERING, LLC. 2w607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 '. `k : a 813.704.4842 ��6,'•.•••• �C'J�a` COA 28035 d * R �`� PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O N Z 0 � r, �(/')M� M � n Q4-)�In O Q i- u- C)- oC c^ U M Q a 00 IT J CD �O 5 oZ 5 w� zg w¢wx °° z1z 00 w �gWZ w f J 8��N m�o OV) Z Z C)ezZ }0 Z � p a m3 OO boo o�'c� J U. w�a aoa O z �J rNI LLZ1 ce O� 00 < ��O ILL Q Q z In N Worz 3Z8 w J .-a 4 Q Z �ZS °° a Z a Z vZ m � 0000 � UJI O QZ Ja qZ LL ¢ a'n co a SCALE : AS NOTED DATE : 10/4/2018 VERSION NO. 100 SHEET NO.