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HomeMy WebLinkAboutSTRUCTURE DETAILSRECEIVED CTORY 1-BEAN T. 2 X 8 WOOD CAP 8-XB-X16- Ca1CREM !• ASONRY UMTS �F! (ORY-STAOOai) A IE "A" 2 X 8 WOOD CAP 8 XB-Xt6' CONCRETE t.;t.. MASONRY UNI13 6 IER STRUCTURAL LOAD LIMITATIONS: CODE EDITION: 2017 FLORIDA BUILDING CODE (BTH EDITION) fl ASCE 74 1. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED: 132 mph WIND SPEED 3. WIND EXPOSURE CATEGORY: -D' 4. IMPORTANCE FACTOR: 1.0 a DESIGN ROOF LIVE LOAD: 20 PSF B. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 150OPSF e. OCCUPANCY CLASSIFICATION: R3 e. CONSTRUCTION TYPE: VB 10. THIS BUILDING 13 NOT DESIGNED FOR PLACEMENT INA HIGH VELOCITY HURRICANEZONE AS DEEFFINEDD BBTYTHE FpBFC..1. THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR ��� �ppPRRRppOINNEO ZOBE LOCATED ABOVE WE BUILDING SITE FLOOD NNEEVAR�EA TTHEryNBEor 0�M.pOAF�7XE8TTTEHRUCTpIIRALp 8RE B�ABOHE FLAOD PLANEILDINGT L EE111L0 NGD FACTORY c c 11'-7" DOOR NL% ,—D" V-10" N MAJ 6'-6" FACTORY I -BM —0 4'—O" O. MAX MAX GROUND ANCHOR S1 HAVE A MMMUN WORKING LOAD OF 3150/ AND A M041MUM 47250 ULTIMNM LOAD CAPACITY. ASMA-38 (GROUND ANCHORS) MINUTE MAN ANCHOR- CAVANIZEO ANGER MOOEL / MMM 650-DH 3/4 3/4- X 48- SHAFT WITH SINGLE 6- DISC (4B INCH UNIMUM ANCHOR SHAFT EMBEDMENT) FOUNDATION NOTES: 1. BLOCIONG SPACING BASED ON 2OPSF LIVE LOAD ON ROOFAND 1500 PSF SOIL BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE DOUBLE BLOCKED. 3. ALL SIDEWALL ANCHORS ARE SPACED PER PLAN AND FOUR FOOT GROUND ANCHOR MAY BE USED. 4. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, SPUTS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER CEDAR, ORA13SAND BEARING ATALL CONTACT POINTS SHALL NOT BE LESSTHAN W OF THE BEARING PRIOR TO ADDING THE SHIMS. S. ALLTIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 LB, ULTIMATE CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 6. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER SETUP, AND IS INTENDED FOR USE AS A PERMANENT FOUNDATION. 7. ALL PIERS SHALL BE CONSTRUCTED OF B'X8"X16' CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. 8. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 9. 141EAM SUPPORT PIERS MAY BE INSTALLED LATERALLY(90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN} MUST BE LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE. 10. ALL MASONRY PIERS MAYBE INSTALLED INA DRYSTACK SUBJECTTO LOCAL JURISDICTION 5'-4" D.C. 5'-4" O.C. JUN 10 2019 permitting Department St. Lucie County CODE REVIEWED FOR CODE COMPLIANCE ST. LUCIfE C01UNTY COLUMN LOADS 1Q = 6930 LBS. = 6930 LBS. 30 = 2890 LBS. ® = 2890 LBS. JI.ANNE BY S¢ I I'pie enllci LEGEND 5YMBOL5 v F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR ® 17.5�T15.5" ABS PAD = 3000 LBS. CAPACITY G.A. -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR 13°)26" ABS PAD = 2375 LBS. CAPACITY �-,-LONGITUDINAL ANCHOR STRAP LOCATIONS (3) 17.5'45.5"ABS PAD = BDOO LBS. CAPACITY (TOP PAD IS LAID IN THE OPPOSITE DIRECTION MATDNE WiPoGGER FLOORA)L413 FRAME -0.T. 2K8 WOOD SMM B'X16' CMU BLOCKS ap DRY 6TACXm RAL 2X8 . MIN. PMMEIER RAL Senyb Engineering Services THESE STANDARDS AND PLANS MEET DRAWING INFORMAnoN CUSTOMER: TERRY&KAREN HEIZLER D IGNEDFORM 318.S.ScenlcHwy, Ste. 100 THE 2017F.B.C.- RESIDENTIAL (6THEDMON) CENTRAL ADDRESS: 6401S.INDIANRIVER DR.,F 982 PSF ROOF LIVE LOAD Kai. Lake Wales, FL 33853 Phone:863-5895980 VaT ULTIMATE DESIGN WIND SPEED = 170 MPH(RISK CATERGORY II BUILDING) Vim DESIGN HOMES MODEL#MOD-1643:24'-O"X40'-0"- N- ig PSF SOIL fiRE.1A6`IG CAPACITY °"'91 -NOMINAL WIND SPEED =132MPH (RISK CATERGORY11BUILDING) (TABLE 109a1) FOUNDATION PLAN ANB'DE�QrZ COIWPg CATS: Fax: 1-866-865.2044 aw1-2019 "9 PROVIDED Big MARKV.RICKTER, P.E.058196 318 S. SCENIC HWY, STE. 100 LAXE WALES, FL 3i&53 ��G S ILL..�� SENVB ET:GI NEFRiNG 6ERV10E5 ��.a,� SENYB ENGINEENIN10%761644D �® ��p�J Big OF1 3DALB: OFFICE: 8635895980 AA o" =s = e" mFauT NOTPRNTEDTOSCALE LAKE WALES, FLORIDA33853 F 0 2� max. NONCIRCULAR CIRCULAR PeriD1D1eY4' - B 1,11' -$i' RECESSED Perimelee s6." *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. *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 _OAD OF 50 PLF APPLIED IN ANY DIRECTION 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 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 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAILS. 2 X 2 BALUS MIN. (3) SIMPSON'S SDS 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" SDS WOOD SCREWS OR EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN 2X6 P.T. LANDING CONSTRUCTION 16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. 30" GROUND ANCHOR W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) T. 2X6 STAIR TREAD AND RISERS 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 DO 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 TREAD'S 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 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLD RISERS. A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. T. 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE (1) 2 X 6 P.T. ATTACHED TO POSTS — USING (5) 16d NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. 2 X 4 TOP & BOTTOM ATTACHED TO 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. ATTACH BALUSTERS W/ MIN. (1)#8 WOOD 3'-0' LANDING HEIGHT = 5 STEPS (MIN.) 4'-0' LANDING HEIGHT - 7 STEPS (MIN.) 5'-O' LANDING HEIGHT = 8 STEPS (MIN,) STAIR AND LANDING ILLUMINATION REQUIRED CONCRETE OPTION, 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, (3) 2 X 12 P.T. STAIR STRINGERS ATTACHED TO P.T. LANDING USING SIMPSON'S -SC ADJUSTABLE STAIR STRINGER OR EQUIV. REVIEWED FOR 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 ,1L IlrIA5-02-2019- oA E N r •NSF•cti�% No. 56196 p . STATE OF .rLQ , :,FSS�<OR1. C®DE 16 OM S o LUCRE ��F E 89 �8 �aI 0 Kj W w>" N F W §8� to rc a5>i� S$ J LL Q 00, 'pAa '(19 C] f� O Ux w N x w q�mo b O jm C N W J aJ LL m 06 .. WQ..OZ 'm -No 9 E � -tt � U p O1 W oU �r oa w �mmmiU� m d E N c@ 3 a o K U Q O Drawing Number. sl STAIR CONSTRUCTION Senyb EngineeringSai¢s 318 S. Scenic Hwy.Slc 1W Lek. Walee, FL 33 © COPYRI T M17