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HomeMy WebLinkAboutPlansE_� EXISTING CONCRETE SLAB (GOOD CONDITION) XRY I -BEAM T. 2 XS WOOD CAP THICK SOLID CAP BLOCK 8'XB'Xl6' CONCRETE MASONRY UNITS (DRY -STACKED) A ER "A„ T. 2 X8 WOOD CAP 8"X8'XI6' CONCRETE r, e TER "B" (GOOD CONDITION) LSTH EDITION) B ASCE 740 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 S. DESIGN ROOF LIVE LOAD: 20 PSF S. DESIGN FLOOR LIVE LOAD: 4D PSF SOIL BEARING CAPACITY: 1500 PSF LASSIFICATION: R3 1 TYPE: VB ' IS NOT DESIGNED FOR PLACEMENT IN A HIGH ANE ZONE AS DEFINED BY THE FBC. THE FOUNDATION IS DESIGNED TO MEET THE REQUIREMENTS OF THE FEMAS5 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATII AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPUFTAND ON 20PSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. ILY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE AND LATERAL MOVEMENT DUE TOTHE EFFECTS OF WIND AND WATER L OF THE HOME DUE TO FLOOD AND WIND FORCES ATTHE BASE FLOOD. PERIMETER PIERS ARE ONLY REQUIRED AT THE MANUFACTURER INSTALLED MARKER LOCATIONS AND PLAN GROUND ANCHOR INSTALLATION A BRACKET OR EQUAL FASTENED TO PERIMETER RAIL W 10 WOOD SCR MIN. 1 PENETRATION MIN. 14 SCREWS OR 50% SCREW HOLES FILLED. EVENLY SPACED. BRACKET ANBE OMnT T ONSFE IF IT IS INSTALLED BY THE MANUFACTURER 2X8 . MIN. PERIMETER RAIL ALL TIE -DOWN STRAPS. ETC., SHALL BE TYPE 1 U'GRADE STEEL 035N9MINIMMYIELDSTRENGTH..03* MIIMUMTHICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B - HOT -DIPPED CALVANIZEEpp ZINC COATING (ABTM STANDARD 123-89A):.6 OUNCES FER SQUARE FOOT PER SUURFACE 4750 POUNDS MINIMUM B�EA1C SIRENGTH. MARKED EVERY 12 TO 15 INCHES (NANUFACTIRER'$.PM. AND ASIM SPEC. 953-91 , 1 1 4 WIDTH, J-MM IIZER SYSTEM PER OLIVER TECHNOLOGIES, INC., OR EQUIVALENTAND ALL SIDEWALL ANCHORS ARE SPACED PER PLAN. FOUR FOOT GROUNDANCHORTAY BE USED. 4. THEMODEL1101 V(LONGITUDINAL&LATERAL PROTECTION) ELIMINATES THE NEED FORMOST STABILIZER PLATES AND FRAME TIES. EACH SYSTEM IS REQUIRED TO HAVE A FRAME TIE AND STABILIZER ATTACHED AT EACH LATERAL ARM STABILIZING LOCATION. THIS FRAME TIE AND STABILIZER PLATE MUST BE LOCATED WITHIN 1S' FROM CENTER OF GROUND PAN. 5. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER CEDAR, DRABS AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2G OF THE BEARING PRIORTO ADDING THE SHIMS. S. ALL TIE DOWN ANCHORS SHALL HAVEA MINIMUM 4.725 LB, ULTIMATE CAPACITY AND SHALL BE INSTALLED PERTHE MANUFACTURERS SPECIFICATIONS. 7. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER SETUP, AND IS INTENDED FOR USE AS A PERMANENT FOUNDATION. 6. ALL PIERS SHALL BE CONSTRUCTED OF W X B'X16'CONCRETE MASONRY UNITS CONFORMING TO ASTM COO. B. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 10. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (W DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE. 11, ALL MASONRY PIERS MAYBE INSTALLED INA DRY STACK SUBJECT TO LOCAL JURISDICTION �5bS-0"y ST. LUCIE COUNTY BU G REVIEWED FOR COMPL N E REVIEWED BY PLANS AND PtKMLIVlu-*� "—' SITE OR NO IN. WILL COLUMN LOADS 1Q = 2505 LBS. O = 2505 LBS. 1I, I I I If 1,, 1, '�AC.ENrCEPjs�R'-,. %�y� o. 56196 °. STATE OF :F CLr. FS,F4 OR \. PG\ %. S TONAL D THESE I IAII n , -12-2 19 PLANS AND AL WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED OYFIELD INSPECTORS THAT COY�CESWY �N�DERTO% Y A PLC �d � e CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE E WITH BASE FLOOD ELEVATION AT 6' NAVD 88. .OT SITE GROUND (ESTABLISHED) ELEVATION IS 4.2.' �y G.A.F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR 11T -:OLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR TECHNOLOGIES, TIEDOWWN ENGINEERING, OR MINUTE MAN ANCHORS JDINAL I LATERAL BRACING SYSTEM TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS L BRACING SYSTEM ONLY IDEWALL MATELINE WALL TIEDOWNS-4'-0' O.C. 8'XIS' CMU BLOCKS AME OUTRIGGER DRY STACKED PIER (PER MFG,) FLOORJOWS FR E B'X16' CMU BLOCKS a y DRY STACKED PIER .T. 2XB MOOD SHIN Z ¢ r 4' TNICK SOUD BLOCK CAP .�.� EXISTING I I CONCRETE SLAB I _I (GOOD CONDITION) T'3 a e'X16' CMU BLOCKS 2020 DRY STACKED PIER I 1 Mp 9 Nt2F-STACKED IN i J ANCHOR ICONCRETI SCANNED c SEC ON "E—E" IN E%ISTINC CONCRETE INSTALLATION 4'—U' GROUND ANCHORS WlH A 5/8' SHAFT AND A �� F_, 8' SINGLE DISC OR EQUIV. St. Lucie County ANCHOR HEAD WITH MIN. 5/e' X 3-1/2- WEDGE ANCHOR OR EQUAL MINIMUM 4' EDGE DISTANCE Senyb Engineering Sendree 318 S. scenic Hwy, Ste. 100 THESE STANDARDS AND PLANS MEET DRAWINOINFOWAATION CUSTOMER: SCHROTH ADDRESS: 2164 NETTLES BLVD., BCH, FL 34957 DFSIGNE0 wR2D FSFROOFUVELOAD LRKB Wales, FL 33853 THE 2017 F.B.C.- RESIDENTIAL EaDlcRl CENTRAL MODEL # UKNOWN- 201-O" X 48'-13738'-O" (HUD) AND1500 PSFSOIL NAF/E: Office: 863589.5980 V.,-ULTIMATE DESIGN WIND SPEED= 17OMPH(MSKCATERGORYII BUILDING) MB. FOUNDATION PLAN AND DETAILS BEARING CAPACITY Fax: 1.866-865-2044 V.-NOMINAL DESIGN WIND SPEED= 132 MPH (RISK CATERGORY II BUILDING) 1609.d1) HOMES f�ss PROVIDED BY a Webslle: wwa.senybeng)neering.COM (TABLE 1�--1 ,`(`1Email: F-1 Info@senybenglneering.COm MARKV.RICHTERP.E.p55196 1C `m4r319 SENYB ENGINEERING SERVICES B' 318 S. SCENIC HWY, STE 100 vl © CDPYRpM 417 LAKE WALES, FL 33M OFFICE: 663-seas9Ro SENT3 ENC;�E¢IING.'EILVI^_E< LAKE WALES, FLORIDA 33853 SHEET OF HANDRAIL GRIP SIZE 1� 1 g E da 9. 2m NONCIRCULAR CIRCULAR RECESSED Pefimeter4•-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. 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. 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/B INCH. OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER NCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHE tOVIDED ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT REQUIRED WHERE Y,_O, „ � .T. 5/4" X 6 BOARD RAIL CAP EXISTING STRUCTURE EACH P.T. POST FASTENED TO PERIMETER JOIST USING (3) 1/4" X 4-1/2• SIMPSON'S SDS WOOD SCREWS OR EQUIVALENT. 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 ---I. OPENINGS FOR REQUIRED GUARDS ON THE z SIDE OF STAIR TREADS ALLOW A MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2" SPHERE 4-3/8 TO PASS THROUGH. WOOD SCREWS FOR RIM JOIST TO POST n CONNECTION, (5) 16d NAILS OR EQUIVALENT ATTACH BALUSTERS P.T. STEP LANDING FLOOR FASTENE i z W/ MIN. (1)#8 WOOD TSCREW OR BOTTOM 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 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 REQUIRED (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 2 X 6 P.T. LUMBER (SPJI OR SP#2) 16' O.C. SPACING, FASTEN USING 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. 1, 111 r„0?-12-2019 01% CENT 0'' '� CENS••%y No. y56196 °•� TATE OF w S/ .�\ ANAL \00' BY St. Lucie County V ULT -ULTIMATE DESIGN WIND SPEED = 170 MPH VASD =NOMINAL DESIGN NAND SPEED -132 MPH (TABLE 1609.3.1) IS SeCond gusts) 318 S. Scenic Hwy Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044 o 128 I a_N H o m a I o � 58 J J �r sQ UrT�z� L =5 U i2 r;! F—H O Ux f• (/f r ¢ in o� Ex Gjm m a JZN o�8z�w mm..Q� m :+ a 12 B @ v v v R❑ tt U ¢ ❑ Drawing Number. STEP CONSTRUCTION Senyb E,Inemn95eNms 318 S. Scenle Hwy. Sfe 100 lake Mt... FL3?B83 © COPYRItl =7 1� D JJ j .L.I U LL C ACTORY I XW8 T. 2 8 WOOD CAP 4- THICK SOLD CAP BLOCK Z 8-XB-X16- CONCRETE ASONRY UNITS '� •'�•: (DRY -STACKED) N " - - - -- - A IER „A" EXISTING CONCRETE NOTE PIER TYPE "A- VAS A SLAB (GOOD CONDITION) MAIMUTPOF32OM SLAB OHT X P.T. 2 X8 WOOD CAP CONDITION) (6TH EDITION) & ASCE 7-10 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 5. DESIGN ROOF LIVE LOAD: 20 PSF U. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500 PSF 8. OCCUPANCY CLASSIFICATION: R3 B. CONSTRUCTIONTYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. THE FOUNDATION IS DESIGNED TO MEET THE REQUIREMENTS OF THE FEMABS CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION,COLLAPSE, AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFTAND OVERTURNING OF THE HOME DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. PERIMETER PIERS ARE ONLY REQUIRED AT THE MANUFACTURER INSTALLED MARKER LOCATIONS AND PLAN GROUND ANCHOR INSTALLATION p Wyy/IIRR*x10 W�0 SCREWSMIMINFA1 PENETP I7PION NEIEER RAIL WIl}( MIN. 14 SCREWS OR 5OX SCREW HOLES FILLED, EVENLY SPACED. ----- ____ 2XB . MIN. PERIMETER RAIL 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 15DO PSF SOIL BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE DOUBLESLOCKED. 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES, INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE SPACEDPERPLAN. FOUR FOOT GROUND ANCHORMAY BE USED. 4. THE MODEL 1101 V(LONGITUDINAL&LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES ANDFRAMETIES. EACH SYSTEM IS REQUIRED TO RAVE A FRAME TIEAND STABILRERATTACHED AT EACH LATERAL ARM STABILIZING LOCATION. THIS FRAME TIEAND STABILIZER PLATE MUST BE LOCATED WITHIN 18- FROM CENTER OF GROUND PAN. 5. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF KNOTS. SPLITS. AND SIMILAR IMPERFECTIONS SHIMS SHALL BE OF P.T.LUMBER.CEDAR. OR ASS AND BEARINGAT ALL CONTACT POINTS SHALL NOT BE LESS THAN 213 OF THE BEARING PRIORTO ADDING THE SHIMS. 6. ALLTIE DOWN ANCHORS SHALL HAVE AMINIMUM 4,725 LB. ULTIMATE CAPACITY AND SHALL BE INSTALLED PERTHE MANUFACTURER'S SPECIFICATIi 7. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOMEAFTERSETUP, AND IS INTENDED FOR USE AS A PERMANENT FOUNDATION. B. ALL PIERS SHALL BE CONSTRUCTED OF WX B"X 16'CONCRETE MASONRY UNITS CONFORMING TO ASTM COO. 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 10. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE 11. LOCALJURISDICTION ALL TIE —DOWN STRAPS, ETC.. SHALL BE TYPE 1 FINISH B, GRADE 1, STEEL STRAPPING 109.000 MINIMUM YIELD STRENGTH, .035- MINIMUM THICKNESS (PLUS OR MINUS .002 IN. — 0.05MM) FINISH B HOT —DIPPED GALVANIZIEp ZINC COATING (ASTM STANMRD 123-89A):.6 OUNCES PPEN SQUARE FWT PER SUURFAC 4750 POUNDS MINIMUM BREAK SATCRTEUNGTH. MARK EVERY PNDroASfM SPEHC�D3995AM.TU 91J, R�1/4, WUTH. GROUND ANCHORS SHOULD BE CERTIFIED Err PROFESSIONAL ARCHITECT ENGINEER AND/OR NATIONALLY RECOGNIft TESTING LI TORY. THE MINIMUM ULTIMATE LOAD CAP SHOULD BE AT LEAST EQUAL TO COLUMN LOADS 11) = 2505 LBS. n = 2505 LBS. 3I,I I rT F7, A,, No. 56196 BIP STATE OF 10+2-12-2019 REVFB*Fd°I R CODE COMPLIANCE ST. LUCIE COUNTY BOCC FLOOD ZONE INFORMATION - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT 6' NAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 42.' -MINIMUM FINISHED FLOOR ELEVATION TO BE 7.0' 0° GA. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR 0 -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL & LATERAL BRACING SYSTEM 13 -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY DEWALL MATEUNE WALL TIEDOWNS-4'-0' O.C. B-XIB- CMU BLOCKS AME OUTRIGGER DRY STACKED PIER (PER MFG.) V FLOOR JOMS rr FRAME 8-%I6- CMU BLOCKS DRY STACKED PIER a y 6 3 .T. 2X8 WOOD SHIM Z < EXISTING CONCRETE SLAB (GOOD CONDITION) iO iD I I n a 4- THICK SOLD BLOCK CAP .�...�. 8-X76- CMU BLOCKS 2010 DRY STACKED PIER I � SINGLE -STACKED a N m'O I I nla • I I ri' I I II D SECTION "E—E" F_1 - I DHI IJ I IA-1 I IDN I I L—I I hTI I I—�LI I I II I I I I1T rncnNn CON BETE NCTA I ATION 4'—W GROUND ANCHORS 1WTH A 5/8' SHAFT AND A 8' SINGLE DISC OR EQUIV. SCANNED BY' St. Lucie Count OPTIONAL TIFOOWN—ANCHOR HEAn AND TENaON BOLT ANCHOR HEAD WITH MIN. 5/8- % 3-1/2- WEDGE ANCHOR OR EQUAL MINIMUM 4- EDGE DISTANCE Senyb EnOTneaftSeMOes 318 S. Scenlc Hwy, Ste. 100 THESE DPAWINGINFOPMADON CUSTOMER: SCHROTH ADDRESS: 2164 NETTLES BLVD., JENSEN BCH, FL 34957 p�ROOp LIVE Lppp SF ROOF FLIVE LOAD Lake Wales, FL 33853 THE 2017 F B C-RESIDENTIAUBh Editiml RESIDENTIAL CENTRAL MODEL #UKNOWN-20'-0"X 48'-0'/38'-0"(HUD) ANDISX)PSFSOIL O(flea:B68-589S9B0 V.,-ULTIMATE DESIGN WIND SPEED= 170 MPH (RISK CATERGORY II BUILDING) Maj. FOUNDATION PLAN AND DETAILS eEARwG CAPACITY Fax 1-866.865-2044 V.=NOMINAL DESIGN WINDSPEED=132MPH (RISK CATERGORYlIBUILDING) HOMES PROVIDED BY �A�: Website: www.senybengineeNng.com (TABLE 16m.3.1) l�`"111�/"1 F-1 Email: infa@senyeengineedng.com MAAKV.RICHTER,P.E#68188 \ 1 s 02�-201B SERB ENGINEERING SERVICES . 318 S. SCENIC HWY, STE,100 `,-%r SCALE, © DppyRpM p17 LAKE WALES, FL 338+9 OFFICE: 887589-6a80 SENY}BNC.'.NE[11N0 E[RVIeES A• rt, ,� =•w awn NOTPRINTEDTGSCALE LAKE WALES, FLORIDA 33853 sHEErt oF1 f 2; mar NONCIRCULAR 1:" - 2: CIRCULAR RECESSED MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER ILL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE iACENT 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. S GREATEST TREAD DEPTH WITHIN ANY FUGHT OF -STAIRS SHALL NOT EXCEED THE ,_LEST BY MORE THAN 3/8 INCH. E RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER AN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES ALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS, A NOSING IS NOT REQUIRED WHERE THAN TREAD DEPTH IS A MINIMUM OF 11 INCHES. Petimelel:4'"6j' Perimelec>6, 11 EACH P.T. POST FASTEN JOIST USING (3) 1/4- X "HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE II WOOD SCREWS OR EGUn 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 RANSFER.THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. -0" T 5 4 X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE 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. 2 X 2 BALUSTER --I, OPENINGS FOR REQUIRED GUARDS ON THE Z SIDE OF STAIR TREADS SHALL NOT ALLOW A MIN. (3) SIMPSON'S SDS 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 BALUSTERSP.T. STEP LANDING FLOOR FASTENE W/ MIN. (1)#8 WOODTSCREW ORBOTTOM EQUIV. TO HOST FLOOR MEMBERS USING .. y 1/4" X 3-1/2" SDS WOOD SCREWSREWS OR OR EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN .T. 2X6 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 REQUIRED (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.) N OTE: c� 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 •% SDS L/-6'-O" MAXJ'1-2 X 6D.C.P.T. LUMBER ASPEN OR 16" . 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 WATHIN 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. i rtjQ�-12-2019 .•��NCEIN �,''•,, CENS� . �.� NO. 56196 TATE OF A .5� 5�l.�,OR\QP�� O V ULT =ULTIMATE DESIGN WIND SPEED -170 MPH V ASD =NOMINAL DESIGN WIND SPEED =132 MPH (TABLE 1609.3A) (3 sewn gusts) 318 S. Scenic MN' Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044