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HomeMy WebLinkAboutDrawing For Floor PlansThe Imperial Limited F-I0FT-1 oaMa °MIFF] 'MHO) ---------- ------------- STANDW OVMM- - - - - - - - - - OPEN LLL I'mo --- --- ---, LLLLLLLL OO OPL 1 ear NB I �+ + LLL - O O o.. LLLLLLLL .................: LL LLLL LLL LLLLLLLLLLLLLLLL ° LL LIBONusLLLLLLLLI I I I LLLUDINIWR601�1-1--. L I 1 LLL LI R00 A LL L LLLL EHE �LLLLLs'-2� x s•-sa_L LL LLLLLLL LLw�+n_ LLLLLLLLLLLLLLLLLL I 1 _ BEDROOM #3 I L'L►I�� ON, L 5H°f 1 LLL , , LLLLLLLLLL -- 8'-4" X 12'-7" LL I j L, LLZ LLL I I `----- -`' LLLLLLLLLL _ LL ,--------- —LL LLLLLLLLLL LL I -- LL I LLLL LLLL ��+ LLLLLLLLLLL LL L x I L LL L ,, LLLLLLL_LLLLLLLLLLLLLLLLLI I L LL LLLLLLLLLLLLLLLLLLLLLLLL , I I I I I ; I I I I MASTER BEDROOM LIVING ROOM BEDROOM #2 ; I t I I I 15'-7" X 12'-7" 21'-6" X 12'-11" X 12'-7" ; I I I I I ' I I L I � L-----------------------------------------------------I 28" X 52" WTOMnaM 1,386 SQUARE FEET 600 Packard Court ■ Safety Harbor, Florida 34695 ■ Telephone (727) 726-1138 www.jach om es. com /A oor—PI an s model IMLT-452100B 2020 (ALL SIZES ARE APPROX.) DESIGNED FOR ZONES it & III © Ot-29-11 HANDRAIL ORM S1F 1i •2 A. Aa � NONCRLCULAR CIRCULAR RECESSED PaemLa:4•.9: Peraieror. apy -HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE SHALL BE NOT LE55 THAN 34 INCHES AND NOT MORE THAN 38 INC ES. -HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS -HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD 50 PLF APPLIED M ANY DIRECTON AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE -HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FUGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF IN FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TOHWALS HANORAILSMADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAILS 2 X 2 BALUS MIN. (3) SIMPSON'S SOS 1/4" X 4-1/2" — WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENED TO HOST FLOOR MEMBERS USING SIMPON'S 1/4" X 3-1/2" SOS WOOD SCREWS OR EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN GUARD DETAIL 2X6 P.T. LANDING CONSTRUCTION 16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR Fl EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. OPENINGS SHALL NOT ALLOA 30" GROUND ANCHOR $� THE PASSAGE OF A 4 01AMETER SPHERE W/ TIE DOWN STRAP qla STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) OPENINGS SHALL NOT f,LLOW (EACH SIDES OF LANDING) THE PASSAGE OF A 4 DIAMETER SPHERE 1.) HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. 2) IMMEDIATE RAILS, BALUSTERS, AND PANEL FILLERS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS INASCF Digitally signed by Mark V R�Ichter -Date: 2020.06.02 ENGINEERING. INC. 18:41:18 -04 00 T. 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 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. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES, AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE 00 NOT PERMIT THE PASSAGE OF A 4—INCH DIAMETER SPHERE. THE MINIMUM TREAD DEPTH SHALL BE 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 TREADS LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER THAN 9/16 INCH, A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCF SHALL E PROVIDED ON STAIRWAYS WITH SOLD RISERS A NOSING IS NOT REQUIRED WHER THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT, -THE PASSAGE OF A 4" DIAMETER SPHERE 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 4'-0" LANDING HEIGHT a 7 STEPS (MIN.) 2 X 4 TOP &BOTTOM ATTACHED TO 5'-0' LANDING. HEIGHT = B STEPS (MIN.) TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH. -t STAIR AND LANDING ILLUMINATION REQUIRED ATTACH BALUSSOM W/ MIN. (1)#8 WOODTSCREW OR EQUIV. CONCRETE OPTION: T. 2X6 IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L-BRACKET OR EQUIVALENT. MIN. UNIFORMLY DISTRIBUTED LIVE LOAD -STAIRS = 40 PSF (1) 2 X 6 P.T. ATTACHED TO POSTS — USING (5) 16d NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. (3) 2 X 12 P.T. STAIR STRINGERS ATTACHED TO P.T. LANDING USING SIMPSON'S LSC ADJUSTABLE STAIR STRINGER OR EQUIV. 1 /8" GALVANIZED CABLE COIL (7 X 7 OR 7 X 19 CONSTRUCTION) MAYBE USED INSTEAD OF THE 1-1/4" WIDTH TIE —DOWN STRAP NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY MARK V. RICHTER, P.E. USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 05-29-2020 SENYB ENGINEERING, LLC CA LIC. NO: 30244 VULT "ULTIMATE DESIGN WND SPEED "170 MPH VASD -NOMINAL DESIGN WIND SPEED" 132 MPH (TABLE 160931) (3 sawed oaft) 50 W. Cesrtsal Ave., Ste. B Lake Wale', FL 33853 ORica: 8633895980 I. Fan: 1.866-865-2044