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201-011 20'-0" T-8" 164" 164" 3'-8" T-8" 164" SYMMETRICAL 801-011 201-011 201-0" TYP. TYP. 55 55 �� (2) 39"x59" SH (2) 39"x59" SH 00 I EGRESS EGRESS 0 0 EGRESS I EGRESS B4 2x4 HALF WALL o q i � 2x4 HALF WAL B4 _ � 10 3-24 c066d, W/ WOOD CAP I O O W/ WOOD CA � 10 3-24 i --G--F.----- I ---C��- i �6�°�b - 0. BATH _ _ _ - _ 2 39"x59" SH 2 39"x59" SH _ - - 0. BATH x _ 8'-0" CLG. TILE 8'-0" CLG. ' TILE M O _ EGRESS EGRESS 4_S R/SH R/SH 4 EGRESS EGRESS ,� - _ _ _ _ _ _ -SH AV—Tco 0. SUITE I= 0. SUITEto T 8'-0" CLG. CARPET I PW 01 I �1 6� 8'-0" CLG. CARPET D1 E8 I I ti� c� TYP. I =Ico = I ;., I �? co T/ co R/SH - - =0 4-SH I - I \ I -A__LAALtP I I I /\ _AALL_r___L_L I I 4-SH R/SH �•. :: �;:1 ;. 1 •O• 1 . 1 f11� •, •, CARPET CARPET • I.1 • ri '' ice\,, ,, , /'1' �� ��,, • 0. BATH 0. BATH •i i• . t : i• 1 TILE -84 1 2x6 LL 1 j .� • NOWN LAUNDRY MM ONES 8'-0" CLG. 2668 NEW NOWN TILE B.F. OWES IIIIIIIIIIIN R/!H OWES FIES 60 05- LOFT LOFT . 1 '1• ,,I, 1 OWESmom•••' 1 •lip : 1 �n� : 1 .. AUNDRY,, --jAUNDRY 1 1 �� • •-0"f 1 r j :^: `'4 tT.O.M.I �, NINONi► 1 i BATH #2 �u CLG.., mBATH #2 1 11 I�11168 TILE 1 •F. f IBEDROOM i CARPET • ill, �� '.. •11• i�� •. •i Ia# IN 1 1� • 111'` I i". ••• •••1 • , BEDROOM #3 BEDROOM #3 ,` \�\ CARPET CARPET`040 _Z\Z11 cir •�I• , ' BEDROOM 'IEGRESS•n• 1 •1 /• : 1 •' •1 1 •1t• L CARPET.. :.I: . t; . ;:; 1 11 BEDROOM ., .I EGRESS EGRESS EGRESS. . •1 i• •i • ro \�`\O`111'7\`11t\1�1 `1�`\Z�`_�'t',1\�\ O • 1 1 1 1 / 1 • 1 1 S-0" 0� CP 0 W.I.C. 8'-0" CLG. CARPET INSULATION REQUIREMENTS WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) LOCATION R-VALUE /TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 9'-4" TOP OF MASONRY WALL EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 18'-8" TOP OF MASONRY WALL GARAGE SEPARATION R-11/R-13 KRAFT FACED -2HOUR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL (LANAI), W/ SHAFT LINER BOTTOM SIDE OF DECK NGBOVE TO WINDOW SIZE 12 13 SCHEDULE R.O. CMU R.O. FRAME (Flange) (Fin) TYPE 20 x 26 18 4 X 25 4 S.H. 20X38 187'X374 S.H. -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 14 20X50j 181X50 S.H. -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 15 20 X 63 18 4 X 62 j S.H. 16 20 x 72 18 4 X 71 j S.H. 1112 27 1/4 X 26 26 X 25} S.H. 1113 271/4X38j 26x37 S.H. TYP. INTERIOR WALL 1 H4 27 4 X 50 j 26 x 50 S.H. BEARING WALL 11-15 271X63 26X621/2 S.H. 1116 274X72 26X711/2 S.H. 22 37 4 X 26 36 j X 25 1/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36 } X 50 S.H. 25 37 4 X 63 36 } X 62 1/2 S.H. 26 374X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 j 52 } X 37 S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 J X 71 4 39X59 40 X 59 N/A DOUBLE 39X59 79 X 59 N/A AREA TABULATION (1666) 1ST FLOOR 2ND FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY LANAI TOTALAREA AREA TABULATION (1787) 1ST FLOOR 2ND FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY LANAI TOTAL AREA FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 GO SEE SN SHEET OH SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 S.H. S.H. HEADER SCHEDULE S.H. MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" 674 FLITCH PLATE 992 H2 (2) - 2X8 #2 SYP W/ 1/2" 1666 FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" 264 FLITCH PLATE 98 (2) - 2X12 #2 SYP W/ 1/2" 120 H4 FLITCH PLATE 2148 H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 759 (2) - 1 3/4" X 9 1/4" 1028 H6 LVL 2.0E Fb=2950 1787 H7 (2) -1 3/4" X 16" 265 LVL 2.0E Fb=2950 67 H8 LVL 2.0E Fb=2950 2131 Follow Q/S4. See Plan for RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Bearing Wall Call Out When Straps are Required ' VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS General notes 1. R302.6 (Table 302.6) If water based ceiling texture material is used, Provide 1/2" gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note 1/2" sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. 4. R302.7 Any accessible space under a stairway shall be protected with gypsum board. 5. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 7. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 8. R612.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannot pass N �..tio co >N< o -c o �- c9 f. N r L7 c15 Q r C; 03 p_ ,-W r , cv To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q O M 8 N N IT S n 0MM ao 0,i ^ J QC M d0, J L W J LL LL 55 a- Z 13� _ W -ern a o M _ Y, t6N(0 W0 2,;; m w co °' ILZ . N N Z a J Z OU o o V M .�- Z N c+1 00 CO Z o Q � a (nv) n M z U o � jl_ w m 0 V N � w g U w � 8 �• _Q c U) Y �1 N 44t r_ CD M M o � z z a � J w QE O >� �o Z® CJca H to _C1O -0 0a Z o E O L as z az rn ¢ y U n 0 o Zz Z J G Z fn F oM i; CL oLL a nF W U � <o J CD <CD _ ��0 O w a 'mod' 01 a � 3 o T N > T i ai m i- cfl 00 or�0 T O O Q = atea O N CV Lr) II- O N O M Q (� N r (D •� ' CV LO O Z M Z � E 0 „ m FL E 0 U cc Q p JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 6