Laserfiche WebLink
_ �. _ ,.,:. a r !r .ten ao�.�lIT t �l a �. � r t r m a C � . �11e?II�I i i I •ICI IF -t llllh ' <br />O <br />O O <br />00 MIRRORMIRROR o o ®� o <br />/I ❑ M <br />TIN Q /// M <br />r N _ �t MICRO W/ VENT <br />ao pp 60 © GV i V 04 � W <br />r bo 1`• CD <br />CONT. HANDRAIL b o o Dw o o ry <br />_J <br />o a <br />M M co a M <br />VERIFY RANGE �, <br />RETURN TO WALL DETAIL W/ PLAN <br />T' <br />ASCALE: NTS <br />d� <br />�' ev •.aa � <br />TYP� ARCH DETAIL BATH 2 OWNER'S BATH KITCHEN KITCHEN KITCHEN > e <br />eo o'.„ <br />SCALE: 1,4"=1'-0''(1666)INTERIOR ELEVATIONS <br />�'°. . <br />SCALE: 1/4" =V-0" NOTE: INTERIOR FELEVATIONS WILL BE <br />OR THE REVERSE UNITS. <br />N <br />0 <br />0 <br />Stairway- construction and handrail to conform to the FBC Residential <br />section R311.7 -- c� <br />0 <br />Riser height: <br />The maximum riser height shall be 7 3/4". The greatest riser height within <br />any flight of stairs shall not exceed the smallest by more than 3/8 inch. MIRROR .1 U <br />MIRROR rt MIRROR o _ <br />DRYWALL Tread depth. O i+� co i� ❑Zo <br />The minimum tread depth shall be 10". The greatest tread depth within any _ /�/��� /��� _❑ <br />flight of stairs shall not exceed the smallest by more than 3/8 inch. ? _ _ _ MICRO W/ VENT <br />1 1/2" MIN. CLEARANCE Handrails. Q 00 00 <br />Handrails shall be provided on at least one side of each continuous run of h <br />treads or flight with four or more risers. Handrail height, measured <br />vertically from the sloped plane adjoining the tread nosing, or finish surface - <br />v of ramp slope, shall be not less than 34" and not more than 38". Handrails M o o U o DW O <br />adjacent to a wall shall have a space of not less than 1 1/2" between the M M �`� <br />2RANGE 1 1/4" TO 2" DIA HANDRAIL <br />v wall and the handrails. TDTo the best of the Engineer's knowledge, information and belief, <br />Q NO LESS THAN 34" NOR s <br />[n MORE THAN 38" ABV, TREAD the structural plans and specifications contained within these <br />Grlp-SIZE, drawings comply with the 2020 Florida Building Code - <br />9 NOSING Residential 7th Edition. Engineer's signature and seat is only for <br />Handrails with a circular cross section shall have an outside diameter of at <br />10 <br />the structural engineering portions of the drawing pages bearing <br />METAL HANDRAIL least 1 1/4" and not greater than 2" or provide equivalent graspavility in 6 Engineers signature and seal. <br />� BRACKET compliance with FBCR Section R311:7.7.3. 3 <br />0 <br />PWDR BATH 2 OWNER'S BATH W <br />Co Guards. KITCHEN KITCHEN KITCHEN w o E <br />Lu <br />o Guards shall be located along open -sided walking surfaces, including a N N �, S <br />o stairs, ramps and landings, that are located more than 30" and shall be not 0 � S N N <br />BLOCKING AS less than 36 Required guards shall not have openings from the walking (17 8 7) INTERIOR ELEVATIONS 0 `� LO N o <br />Co 9J <br />REQUIRED surface to he required guard height which allow passage of a sphere 4" in 4 <br />m LL U- ii <br />o diameter. SCALE: 1/4" =V-0" NOTE: INTERIOR ELEVATIONS WILL BE @ �, x <br />FLIPPED FOR THE REVERSE UNITS. '—° o zs <br />0 Winders. .� N 3o <br />Winder treads shall have a minimum tread depth of 6" at the narrow end o rn m <br />and shall have a minimum tread depth of 10" at the intersections with the LLZ L N ° d <br />walkline (12" from the narrower side). (9 N o Z �a 00ID Z <br />U W <br />LL <br />7 <br />w ❑ I] <br />39 <br />HANDRAIL DETAILCD z_ <br />� SCALE: 3" =V-0° <br />O Q M <br />PZ � <br />ti <br />O0—i <br />+_J <br />0 42" HALFWALL W! A 42" HALFWALL W/ <br />1 WOOD CAP A f^1 WOOD CAPcc <br />.O <br />to w o <br />O N N <br />10" 10"Vol <br />a`s STAIR DATA" STAIR DATA" wig <br />8 <br />17 RISERS AT 7-9/16 17 RISERS AT 7-9/16" c j <br />10" TREADS w/ 1" NOSE 10" TREADS w/ 1" NOSE m <br />(2) LAYERS OF 3/4" (2) LAYERS OF 3/4" M Z = Z <br />o <br />PLYWOOD PLYWOOD W } <br />E Z <br />" PLYWOOD 314" PLYWOOD? <br />cv (2) LAYERS OF — (2) LAYERS OF ~ � o ¢ o <br />a� °< <br />0 17 17 STANDARD (3) 2X12 17 3/4" PLYWOOD o f a z a z <br />�. a '' PLYWOOD Mi<r Mir N ra o w <br />o �! STRINGERS W/ SIMPSON A35 a, I,_ <o <br />E 16 CONT. HANDRAIL 16 '� CLIP TO FLOOR SYSTEM 16 � Y o & <br />U Z <br />'� --- <br />15 — 15 15 <br />rn ¢ Z <br />a 8� °. <br />Z <br />? ¢ <br />Q w w N F <br />0 14 14 14 dLL <br />CONT. HANDRAIL o <Q �3: <br />o <br />13 13 13 Co Ww a. <br />w <br />Ir =1a ° 3 <br />�_ ui <br />U 1 2 z y r <br />o Q 12 STANDARD (3) 2X12 <br />v =„n Q STRINGERS W/ SIMPSON A35 ��� > M <br />w J 11 A 11 CLIP TO FLOOR SYSTEM 11 <br />vi m U r L) <br />y ¢ 10 10 1Q ¢ OLO <br />CN <br />O <br />w f--- <br />o _ 9 9 (2) LAYERS OF 3/4" 9 = ^ to <br />PLYWOOD 00 i) T Q <br />v co C) <br />0 8 8 oy w 00 (3) 2X12 #2 SYP 8 O <br />g STRINGER CID Cr o O <br />7 7 (2) LAYERS OF 7 A CL7 U) °° Q <br />PLYWOOD CV <br />6 6 2x FRAMED r� 6 _ .'� N LC> <br />cN.t (3) 2X12 #2 SYP WALL .- = O O <br />N 5 5 STRINGER <br />' DRYWALL 1/2" DRYWALL t° 5 = N Mf> <br />2x6 LANDING <br />4 _ 4 �- � N L <br />THRUST BLOCK SECURED TO <br />a <br />o SLAB w/ 1/4"X3 112" TAPCONS @ Ecc c QO <br />16 3 16" O.C. 3\ z 2x FRAMED \ o v <br />WALL Co :? c <br />� a v <br />N 2 2 <br />¢ o <br />N (3) 2X12 #2 SYP <br />JOB NO : 22-06569-06566 <br />STRINGER 1 <br />SCALE : AS NOTED <br />o SHEET NO. <br />(1787) STAIR SECTION <br />m (1666) STAIR SECTION 10 <br />SCALE: 1/2" =1'-0" SCALE: 1/2" =V-0" <br />v <br />v� <br />