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rn a< 3 m L0 L0 N z v N O J to 0 m N v v c N O J co 0 c 60 16 15 2x6 BEAM 14 SLOPED CEILING F- TO MAINTAIN 7'-5" 13 HEADER HEIGHT 12 I v 2x8 #2 SYP JOISTS @ LANDING 11 @ 16" O.C. w/ SIMPSC N A35 Q CLIP OR LUS26 HANGER TO I W 10 LEDGER U I 2x12 HDR. w/ (3) 2x S DS AT g "PLYWOOD @ EA. END FOR BEARING _ LANDING STANDARD (3) 2X12 8 STRINGERS W/ SIMPSON A35 LIP TO HDR. 6 1x TREADS (TYP.) 2x8 LEDGER #2 SYP w/ CONT. (3) 16d NAILS TO STUD 5 HANDRAIL u' 4\ 3\ I J I I I I I II I _3 I J S6 S6 I I 1 I I = t1 I it ¢ TYP @ 2 STORY = c o TYP @ 2 STORY 41 5 7 9 I I `r = co MASTER I r 10 -_ _= 11_ SUITE 8'-0" FLAT CLG. 12 `r I -- I v oa = co -;o W14 -CARPFT I I -In - - - `14 - H8 6 I LO H8 6 D2 r W I LOFT D2 15 16 R.A.G. - _ 8'-0" FLAT CLG. CARPET 16-8" 4'- 3,_71" U) -, - -_---T--I T-821" T_92„ 2-4- 6 5'4" 2'-6" - r N DR ER VTE 2868 0o = I I w =W I� I BEDROOM 2 I ' 0 m r,� 00`r° IH I p AAX I 8'-0" FLAT CLG. I co - FT I 00 fnI CARPET G U co 3�"x,Z2� �� ATTIC - I I -----1 -J o o I a I I �r MflEIIATH Q Q li49GeESS _ j 8' T. LAT CL r i0 = A SO 5' j = 6'-1 N EXT. WALL 4'-0" BC). 10" ° HU _ 2-41" Q 5' 4" co O� 13'-7J" W 2 to N H1 e D2 N TO BE 2X4 #2 DC 2668 SPF STUD @ FIBERpp GLA S SIM. w/ TB R&S 2668 _ ------------- 16" O.C. U.N.O. SURROUN o ri cc 3.5" x 5.25" 3 PL 1.8E 60"X36" ----------- _ =W z 2,_3" N D2 FB = 2900 SHOWER M0 Z co N - _ � N 4068 B.F. T 0 I I J N 4068 B.F. I IT 3' 1n 8'-10" r S6 7 c _ ( I TYP @ 2 ST RY `� O 6-51" 13'-0" r 11'-8"0: I I T ROOF G.T. - - - �- oo OOP - - _ w O = 4 LO H2 4 O 3 �I I 1 T BEDROOM 3 W" Cl) '-0"F� TC G. D2 I I 8'-0" FLAT CLG. I D2 W• I.C. I BEDROOM 4 CARPET 18'-0" FLAT CLG. I I 1 TYP @ 2 STORY 8'-0" FLAT CLG. I 19 `D 1 I CARPET I I J Cc-� FIBERGLAJ S6 SURROUN R&S EGRESS TYP @ CORNERS 1 U.N.O. D2 I THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. 2 \ STAIR CALCULATIONS: TOTAL RISE = 19-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the waikline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. rIN CONT. HANDRAIL RETURN TO WALL DETAIL. A SCALE: NTS SEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER MIN. (3) 2x STUDS REQ'D GENERAL FLOOR @ END OF LANDING CONSTRUCTION NOTES BELOW HDR. BEAM. = 2x8 #2 SYP JOISTS @ LANDING °_ @ 16"O.C. w/ SIMPSON A35/USP STANDARD 3 () 2x12 MP34 OR LUS26 HANGER ON STRINGERS w/ z EA. SIDE SIMPSON A35/USP 7MASONRY MP34 CLIP TO MASONRY OR WOOD WALL, FLOOR SYSTEM OR Cr SEE PLAN LANDING FRAMING o 2x8 #2 SYP (P.T. IF MASONRY Z WALL) CONTINUOUS LEDGER R2ECt'D @ END OF a w/ (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR LU TO EA. STUD. ((2) 1/4"X3 1/2" STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO WALL) GENERAL LANDING FRAMING INFO= SCALE: N.T.S. Y-17 MAX LANDING LENGTH HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. 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 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS * WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25} S.H. 13 20X38J 18JX371 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 181 X 62 } S.H. 16 20X72 18}X71J S.H. 11-12 271/4X26 26X25} S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 251/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 501 36 } X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. i�enor.�l AIM- R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. 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. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 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 at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M 1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 O +26.6 / -32.2 GSE SEE SN SHEET OH SEE SN SHEET 'j 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 2582 427 35 3044 LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND FLOOR PLAN - B1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1/ SCALE: 14n=1 r-0" GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED lOj��te� \`��\\11\tllllPid • C "•f ��*GV 00 (L O F crll" O w ^_ V ° ao z C9 .,. . i F `O .•,, ROFESSlO�\\ /i°/Nff111I! llll'��\\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. l` a � � 00 g Lo O OI J J M N , N co LL' 2M� fr J U W 0V tri 6 •5 LL 3? LL LL a n. M W M awa 0 Z �rLL Qa� ZO co 0 W � OC W =15CC mm0° 2EMrn ao�0 Z UM .2 N O Q fn 0 N Q M Z 0 H ° < z d ❑❑❑❑ W Z N th Z � MtnX -8 2,Cn U w g � 0 L11 0 �N U w �- E = 0 8 a S� M iJ Z LL r�R Q E o s i a �° m v'o 5. oa o ° N ¢ J f0 (n C C z y U U Ooff Z Z W 42 3 CL 8. 1 LL �� �° U N W =C W U za a Jyyz 6 Q °~ � ° >a= gl u 120L J ui L _= T > CIO CL C .2ca CO m '^ Y o 0 LO CV = T E M CV)N Z Z = 3 E Q E T m '0 °3 ii U Q p = � JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. 1.1