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HomeMy WebLinkAboutPLANS,—FACTORY I -BEAN T. 2 X8 W000 CAP '+. 4' THICK SOLD CAP BLOCK Z 8'XB"X16* CONCRETE ASONRY UNITS '-�.•�•: (DRY -STACKED) N A PIER "A" IXISTING CONCRETE NOTE PIER TYPE -A- UAS A SUB (GOOD CONDITION) MAXIMUM HEIGHT OF 32 FROM SUB TO TOP OF P.T. 2 X 8 P.T. 2 X8 WOOD CAP B IER "B" (STH EDITION) & ASCE 7-10 1. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED: 132 mph WIND SPEED 3. WINO EXPOSURE CATEGORY: "D" 4. IMPORTANCE FACTOR: 1.0 5. DESIGN ROOF LIVE LOAD: 20 PSF 6. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500PSF e. OCCUPANCY CLASSIFICATION: R3 6. CONSTRUCTION TYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENTIN A HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. THE FOUNDATION IS DESIGNED TO MEET THE REQUIREMENTS OF THE FEMARS CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER L AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THE HOME DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. •o O F I 6'—D' MAX —0 I SPACING - r(MATEUNE) I of G 0 1 —0 U n MAX ,VA -10" _B" MAX MAX' A I I PERIMETER PIERS ARE ONLY REQUIRED AT THE MANUFACTURER INSTALLED MARKER LOCATIONS AND PLAN W/ q10 N'ODD CREWS MINF�1 EPEEDNETRATONIMEfER RAIL MIN. 14 SCREWS OR SOX SCREW HOLES FILLED. EVENLY SPACED. BRACKET MAYBE OMITTED ONqrTE IF IT IS INSTALLED Fn RT THE MANUFACTURER 2X8 . MIN. PERIMETER RAIL 1. BLOCKING SPACING BASED ON 2OPSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATED AT 80DO POUNDS, BDOO POUND PIERS OR HIGHER MUST BE DOUBLE BLOCKED. 3. STABILJ7ER SYSTEM PER OLIVER TECHNOLOGIES.INC., OR EQUIVALENTAND ALL SIDEWALLANCHORS ARE SPACEDPERPLAN. FOUR FOOTGROUND ANCHOR MAYBE USED. 4. THEMODE1.1101 N'(LONGTUDINAL&LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES AND FRAME TIES. EACH SYSTEM IS REQUIRED TO HAVEA FRAME TIE AND STABILIZERATTACHED AT EACH LATERAL ARM STABILIZING LOCATION. THIS FRAME TIEAND STABILIZER PLATE MUST BE LOCATED WITHIN 16' FROM CENTER OF GROUND PAN. ALL TIE-DOWN GRAADE 11.. STEEL STRRAP�PING 109000 MINIMUM YIELD STRENGTH, .035' MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B (- HOT -DIPPED GALVANIZ ZINC OUNCES PER �WRE FDOOT12PER S R ACE 4750 POUNDS MINIMUM BREAK STRENGTH, MARRO EVERY ADASPE6D3nUAC�HER W/4'IOH. GROUND ANCHORS SHOULD BE CERTIFIED BY J� PROFESSIONAL ARCHITECT ENGINEER AND/OR NATIONALLY RECOGNIZED TESTING CIT TORY. THE MINIMUM ULTIMATE LOADACffY SHOULD BE AT LEAST EQUAL TO 6. ALL TIE DOWN ANCHORS SHALL HAVE AMINIMUM 4.725 I.S. ULTIMATE CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 7. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER SETUP, AND IS INTENDED FOR USE AS APERMANENT FOUNDATION. 8. ALL PIERS SHALL BE CONSTRUCTED OF 8-XS'X16- CONCRETE MASONRY UNITS CONFORMING TO ASTM CDO. 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 10. IAEAM 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 11. ALL MASONRY PIERS MAYBE INSTALLED IN ADRY STACK SUBJECTTO LOCAL JURISDICTION (PER MFG.) EXISTING CONCRETE SLAB (GOOD CONDITID SECTION " — T-1 COLUMN LOADS 10 = 2890 LBS. O = 2890 LBS. V' REVIEWED FI . low Lucie County, Permlttino CODE COMFLIff .Ab ST, L"UCIE C/'PILECOUNTYgOCC FLOOD ZONE INFORMATION -FEMA MAP INDICATES THAT THIS LOT IS IN A FLOODZONE AE WITH BASE FLOOD ELEVATION AT 6' NAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 42' -MINIMUM FINISHED FLOOR ELEVATION TO BE 7.0' O G.A -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS 0 LONGITUDINAL& LATERAL BRACING SYSTEM ®-OLIVERTECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY MATEUNE WALL -4'-0' O.C. OUTRIGGER FLOOR JOUSTS FRAME -P.T. 2X8 WOOD SHIM \-4' THICK SCUD BLOC( CAP S'X16- CMU BLOCKS DRY STACKED PIER SINGLE -STACKED z a o 0 I 1N iV I ANCHOR I IA-A71ON ATION EXISTING CONCRETE INSTALLATION 4'-0' GROUND ANCHORS WITH A 5/8- SHAFT AND A 6' SINGLE DISC OR EQUIV. i0 I SCANNED BY St. Lucie County Senyb EngineeNng SeMma Hwy, Ste. 100 Lake Wales, FL 33853 THESE STANDARDS AND PLANS MEET THE 2017 F.B.C.- RESIDENTIAL(61h E0itlm) CENTRAL INFORMATION CUSTOMER: HOLLOWAY ADDRESS: 138 NETTLES BLVD., JENSEN BCH, FL 34957 MODEL#UKNOWN-20'-0"X3W-0"/35'-0"(HUD) DESIGNEDFOR203188.Scenic PSF ROOF LIVE LOAD ANDI500PSFSOd OL6W: 8635895980 Fax: 1-866-865-2044 w ,senybenglnwIlag.mm info@SenybenglneeNng.mm Wu=ULTIMATE DESIGNWINDSPEED" 170MPH(RISKCATERGORY II BUILONG) V—=NOMINAL DESIGN WIND SPEED= 132MPH(RISKCATERGORYII BUILDING) (TABLE 1609.11) MARKV.RICHTER.P.E.056190 HOMES MH.L FOUNDATION PLAN AND DETAILS PROVIDED BYWebsite: SENYR ENGINEERING SERVICESLAKE SENZWO CAPACITY 1Emall: F- 1318 [ORNMNO M4/-2010 S. SCENIC HWY, STE. 100 l,7 VJ , © mPYRI w 017 WALES, FL 33B63 OFFICE 88&5B9.69B0 sF.�TLT4 INNfRfNelo. tiTw�OT FRILLED TO SCALE LAKE WALES, FLORIDA 33853 SHEET OF HANDRAIL GRIP SIZE 1j"-2, 2 ,;"-2-2 'llffm-wi-- o NONCIRCULAR CIRCULAR RECESSED Perimeter 4" • 64 Perimeter. >6;' "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 LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES, THE RISER ALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE AGENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE SURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE kUFST 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 SOLID RISERS. A NOSING IS NOT REDUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. EACH P.T. POST FASTENED TO P JOIST USING (3) 1/4" X 4-1/2- WOOD SCREWS OR EQUIVALENT, 4'-0" TYP. T. 5/4" X 6 BOARD RAIL CAP 6'-0" MAX OPENINGS SHALL NOT ALLOW THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. THE PASSAGE OF A 4" DIAMETER SPHERE 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. 2 X 2 BALUSTER--' OPENINGS FOR REQUIRED GUARDS ON THE TREADSz SIDE OF STAIR ALLOW A MIN. (3) SIMPSON'S SIDS 1/4" X 4-1/2" SPHERE 4-3/8"TO PASS THROUGH. WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16d NAILS OR EQUIVALENT ATTACH P.T. STEP LANDING FLOOR FASTENE W/ MIN. (1)#B WOTBOTTOM WOOD SCREW OR EQUIV. TO HOST FLOOR MEMBERS USING _ 1/4" X 3-1/2" SDS WOOD SCREWSREWS OR � � EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN T. 2X6 Lj 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 (3) 2 X 12 P.T. STAIR STRINGERS W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) STAIR AND LANDING ILLUMINATION REOUIRED (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16D NAILS OR EQUIVALENT AT EACH 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 2X6 TO POST CONNECTION. 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) 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 EXISTING STRUCTURE i SIDE L —6'-O" MAX��2 X P.T. LUMBERMBER ASPEN OR / 16" D. C. SPACING, FASTEN US 16D NAILS OR EQUAL FASTEN P.T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH MIN, 2-3" SCREWS PER CONNECTION 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 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. 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. t 011111,0?12-2 019 NCENT- �NSRo,CEo. 56196 TATE OF . =,Fs OR\�PG� ,'•'S/ ONAL "��.ee� 'T�TTIri1j11L VOLT =ULTIMATE DESIGN W ND SPEED = ITO MPH V ASD =NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 1609.3.1) (3s wn3 gush) 318 S. Scenic; Hwy, Ste, 100 Lake Wales, FL 33853 Office: 863-5895980 Fu:1-866-865-2044 z g ga �&6 `9 W L W € � � 8�$• W fd 00 �a�� I•C Cl a a 02 lilt rTV �8 UP x F rz1 0 V s 3 � m O 9� =Wm r 8Np LoJ�m 11 E=Z me ? zvw 2 > v v a 0 K U Q O DraWnggr. .Numbe STEP CONSTRUCTION Se,k,En&l .d�S� 318 s. scenic H"' Ste 100 Lake Walae, FL31B53 © COPYRIGHT m17 HARDI PLANK SIDING OR EQUIVALENT SKIRTING DETAIL P.T. STUD TO TOP PLATE/RIM JOIST CONNECTION SGL. P.T TOP PLATE. STAGGER SPLICES SIMPSON'S H6 STRAP OR EQUIVALENT. P.T. PERIMETER WALL FRAMING P.T. 2 X 4 STUDS ® 24" D.C. FASTENED USING 16D NAILS. P.T. WALL TO BE COVERED WITH THERMO—PLY (.113 THICKNESS). THERMO—PLY TO BE INSTALLED - -WITH-1=1/4`GALVANIZED ROOFING NAILS OR EQUIV: THE FASTENING SCHEDULE IS 3" O.C. ON ALL PANEL EDGES AND 6" O.C. ON INTERMEDIATE SUPPORTS. ALL JOINTS SHALL OCCUR OVER STUDS. THERMO—PLY TO BE COVERED WITH HARDI SIDING OR EQUIV. HARD[ SIDING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. H2.5 STRAP OR EQUIVALENT. USING 1/2 " X 3-3/4" WEDGE ANCHORS OR EQUIV. ® 3'-0" O.C. W/ (1) 2" X 2" THICK WASHER A SECTION "A" s-2 VENTILATION NOTES 1) VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH A PERFORATED (1/4 INCH MAXIMUM OPENING IN ANY DIMENSION) CORROSION AND WEATHER RESISTANT COVERING THAT IS DESIGNED TO PREVENT THE ENTRY OF RODENTS. 2) A VENT SHALL BE INSTALLED WITHIN 3'-0- OF EACH CORNER OF STRUCTURE FLOOD VENT NOTES P.T. 2 X 4 TOP PLATE TO RIM JOIST CONNECTION FASTENED TO RIM JOIST USING SIMPSON'S 1/4" X 3" SOS WOOD SCREWS OR EQUIVALENT ® 16' O.C. SPACING. (STAGGERED SCREW PATTERN) MATELINE OUTRIGGER -FLOOR JOISTS FRAME -P.T. 2X8 WOOD SHIM B"X16" CMU BLOCKS DRY STACKED /-EXISTING CONCRETE SLAB SIDEWALL PERIMETER PIERS NOT SHOWN FOR CLARITY (REFERENCE PG. F-1) 4'-6" MAX 1) IF HOME IS TO BE PLACED IN A FLOOD ZONE, THE LAP SKIRTING WALLS WILL REQUIRE HYDROSTATIC VENTS. ACTUAL VENT LOCATIONS ARE DICTATED BY SITE CONDITIONS AND WILL BE LOCATED ONSITE BY CONTRACTOR. THE BOTTOM OF EACH OPENING IS TO BE LOCATED NO HIGHER THAN 1 FOOT ABOVE THE GRADE THAT IS IMMEDIATELY UNDER EACH OPENING. 2) FLOOD OPENINGS SHALL HAVE A TOTAL NET AREA OF NOT LESS THAN ONE SQUARE INCH FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. OPENINGS MAYBE EQUIPPED WITH SCREENS, LOUVERS, OR OTHER COVERINGS PROVIDED THAT THEY PERMIT THE AUTOMATIC ENTRY AND EXIT OF FLOOD WATERS. VINYL LAP, HARDI BOARD, OR EQUIVALENT SKIRTING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. STUCCO APPLICATION (OPT.) —WOOD —FRAMED WALLS OMIT THE THERMO—PLY AND VINLY SIDING WITH STUCCO APPLICATION 1/2" MIN. P.T. PLYWOOD FASTENED TO WALL STUDS EVERY 3" ON THE EDGE OF THE P.T. PLYWOOD AND EVERY 6" IN THE FIELD USING 6D NAILS OR EQUAL. THE P.T. PLYWOOD SHOULD BE COVERED WITH FELT .PAPER, METAL LATH, AND STUCCO FINISH. FLOOR JOIST 2"x4" TOP PLATE CONCRETE SLAB t,02;12-2019 y�NCEN r R�'•. NSF".41 1 t� No. 56196 STATE OF Lj O� "L. •etc :S/ANAL �'�ar rdrl lrrl V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH V ASD =NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 1609.3.1) (3 second gusts) 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044