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HomeMy WebLinkAboutPLAN & PROPOSED WORK)RY I -BEAM T. 2 XB WOOD CAP Z • '"'-4- THICK SOLID CAP BLOCK 8"X8"X16" CONCRETE -• '• ' ASONRY UNITS • y: (DRY -STACKED) A PIER "A" THE FOUNDATION IS, NED TO MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND LATERA, �IEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, AND ALL OTHER LOAW u�inING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THE HOnne'UOE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. -0" 4'-0O.C. 6'-0' MAX MAX IDE WALL SPACING F, F -zT oA r- �I LLU FACTORY I -BEAM JUI mI v O zO R IMAXrW-6" MAX VG CONCRETE NOTE: PIER TYPE 'A" NAS A -" -6' I 17'-C (GOOD CONDITION) SLAB TO TOP OF P T 2 X 80M O FACTORY I- Luj P.T. 2 XB WOOD CAP ~ 8"X8"X16" CONCRETE ASONRY UNITS 4% (DRY -STACKED) N e IER "B" frRADF EXISTING CONCRETE SLAB (GOOD CONDITION) STRUCTURAL LOAD LIMITATIONS: :ODE EDITION: 2017 FLORIDA-BUILDING CODE -(6TH-EDITION) & ASCE 7-10_ 1. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED: 132mph WIND SPEED 3. WIND EXPOSURE CATEGORY: "D" 4. IMPORTANCE FACTOR: 1.0 5. DESIGN ROOF LIVE LOAD: 20 PSF S. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500 PSF 8. OCCUPANCY CLASSIFICATION: R3 9. CONSTRUCTION TYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. I I 100 F '-0" 5'-11" TyP v �W MAX 6'-8" MAX IN o �o VGA S:A: o b" xv �yG:A: G e-0014'-0" O.C. MAX MAX -6" MAX 2'-0-I MAX 1 6,-0" MATE LINE SPACING A F-1 6'-0" ;IDE WALLA SPACING THESE PLANS AND ALL PRGPO^ED VII ARE SUBJECT TO ANY CORRECTIONS ' ° REQUIRED BY FIELD INSPECTORS TH) NpR tip M1MAY BE NECESSARY IN ORDER TO , KY WITH ALL APPWCA09 CAD) SL c, 3 -0. (IDE WALL SPACING�� -,-A CJ A-— '-0" - MAXI 0 ol: i -11" TYP j_ 6'-6" MAX 2'-0" MAX 0 GAr� -IGA G.A-lea- G.AE370 G GROUND ANCHOR INSTALLATION Aye BRACKET OR EQUAL FASIENED TO PERIMETER RAIL W/ ETRATION W MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSITE IF n- IS INSTALLED BY THE MANUFACTURER 2X8 MIN. PERIMETER RAIL x r.• 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. - O.O5MM) FINISH B - HOT -DIPPED GALVANIZE ZINC COATING ((ASTM STANDARD 123-89A .6 OUNCES I�ER SQUARE F007 PER S RFACE 4750 POUNDS MINIMUM BREAK STRENGTH, MARKED EVERY 12 TO 15 INCHES_(MANUFA�TURER'$ NAME AND ASTM SPEC. u 953-91 1 1 4' WIDTH. GROUND ANCHORS SHOULD BE 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. CERTIFIED BYq PROFESSIONAL' ARCHITECT 2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE 4'-0' O.C. ENGINEER AND/OR NATIONALLY, RECOGNIZED DOUBLE BLOCKED. MAX SPACING LOAD CAPACITY SHOULD THE MINIMUM ULTIMATE TO 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES, INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE 4725 LBS. SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAY BE USED. 4. THE MODEL 1101 "V'(LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST 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 18" FROM CENTER OF GROUND PAN. 5. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE 1-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 ABS AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 213 OF THE BEARING PRIOR TO ADDING THE SHIMS. 6. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 LB. 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 A PERMANENT FOUNDATION. 8. ALL PIERS SHALL BE CONSTRUCTED OF 8" X 8' X 16" CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. 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 LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE. 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION I SCANNED 8y St Lucie CaMy MAX COLUMN LOADS Q = 3075 LBS. n2 = 3075 LBS. ST. IATCTE COUNTY REVIEWED FOR CC R9VIEWEj) B �NCEN r ......... /Q�C �� C E NSA; j, ,• o. 56196 -° STATE OF o�ssFC OR P G\,, ♦ .......... II. ob•DNF ` T , . � `d3-15-2018 DATE _ 27 r F NS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE AUDE. FLOOD ZONE INFORMATION - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT T NAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 4.0' -MlblUUM+61NISWE[IfLOORliibEWAT40N TMEAfli ise nwA SYMBOLS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 0 G A. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR • -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR Q -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL & LATERAL BRACING SYSTEM ® -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY Z-SIDEWALL MATEUNE WALL�j] TIEDOWNS-4'-O" O.C. 8"X16' CMU BLOCKS V AME OUTRIGGER DRY STACKED PIER (PER PLAN) FLOOR JOISTS FRAME 8"X16' CMU BLOCKS DRY STACKED PIER < g T. 2XB WOOD SHIM Q EXISTING ip CO 4" THICK SOLID BLOCK CAP CONCRETE SLAB I -I 8'X16" CMU BLOCKS 1) MIS (GOOD CONDITION)1M,� DRY STACKED PIER I SINGLE -STACKED ili ANCHOR INSTALLATION " I-III-1 I 1-1 I I-' AN EXISTING CONCRETE JN STALLATION 4' SINGLE GROUND ANCHORS WITH A 5/8- SHAFT AND IT 6' SINGLE DISC OR EQUIV. OPTIONAL TIEDOWN-ANCHOR HEAD AND TENSION BOL ,K,;-. E I� " _ ANCHOR HEAD WITH MIN. 5/8' X 3- WE ANCHOR DR EQUA6r MINIMUM 4" EDGE DISTANCE F-1 Senyb Engineering Services THESE STANDARDS AND PLANS MEET DRAWING INFORMATION CUSTOMER: RICHARD & DEE BOISCLAIR (LOT # 847) DESIGNED FOR 20 318 S. Scenic Hwy, Ste. 100 THE 2017 F.B.C. - RESIDENTIAL (6TH EDITION) ADDRESS: 10701 S. OCEAN DR.,, JENSEN BEACH, FL 34957 PSF ROOF LIVE LOAD NAME: Lake Wales, FL 33853 CENTRAL MODEL # UKNOWN- 21'-8" X 57'-0"/30'-0" (HUD) AND 1500 PSF SOIL Office: 863-589-5980 Vuu =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) M•B•j• FOUNDATION PLAN AND DETAILS BEARING CAPACITY Fax: 1-866-805-2044 Vim=NOMINAL DESIGN VIAND SPEED=132MPH (RISK CATERGORY11BUILDING) 1609.3.1) HOMES PROVIDED BY DATE: WebsiLe: vvww.Senybengineering.CGm Email: Infb@senybengineaHng.com (TABLE �I.1 11-05.ZDIB Rom. az ze zo13 F- MARK V. RIGHTER, P.E. It 66196 �]) SEN1�B ENGINEERING SERVICES SCALE: 318 S. SCENIC HWY, STE. 100 © COPYRIGHT 2015 LAKE WALES, FL 33853 OFFICE: 863-589-5980 EN1'3 F7V'vg"LE=4 [NC SERYI+^_E3 NOT PRINTED TO SCALE LAKE WALES, FLORIDA 33853 SHEET 1 OF 1 HANDRAIL GRIP SIZE 114'" ..Z3. 9 141" 2" 2; max. ---'• — g,g C SC r1a je Rml. CS' R�E 'NONCIACULAR CIRCULAR RECESSED P'edrnelea: 48," Perimeter: 7�$' *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. *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 FASTENEp 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. 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 3/8 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 REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. 4'-0" TYP.� _p T. 5/4" X 6 BOARD RAIL CAP 6'-0" MAX I� T. 2X6 OPENINGS SHALL NOT ALLOW EXISTING STRUCTURE / EACH P.T. POST FASTENED TO PERIMETER—J " ��2 X 6 P.T. LUMBER (SP#1 OR SP#2) JOIST USING (3) 1/4" X 4-1/2• SIMPSON'S SDS —0 MAX 16" O.C. SPACING, FASTEN USING WOOD SCREWS OR EQUIVALENT. 16D NAILS OR EQUAL FASTEN P.T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH MIN. 2-3" SCREWS PER CONNECTION THE PASSAGE OF A 4" DIAMETER SPHERE THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. N� /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. 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) 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.) ATTACH BALUSTERS TOP &W/ MIN. (1)#8 WOODTSCREEW ORBOQOM (3) 2 X 12 P.T. STAIR STRINGERS 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 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. �tt111f ,,43-15-2018 .�' ........... kCT. 0 ENSF. 56196ATE OF :•, 7 OR S �G L .. �'• ANA ttt V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH VASD =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 E 1.t�, m 5 s to a �, w 1 a- LU Q AWN W = 89� N o U � a v e W vV J o %t1' yq5q /�L 6 W F� rn 0 g xQ < _j ❑LL 0 Mu m a,4-o �oomUj o��wz o� =<�W � z�� 8 is W rA cc o U b� m 03� Cn 3 a` 12 0 IY a, U Q Drawing Number. S1 STEP CONSTRUCTION Senyb Engineering SeMces 318 S. Scenic Hwy, Ste 100 Lake Wales, FL 33853 © COPYRIGHT 2015 a 4% 4 I VINYL SIDING, HARDI BOARD, 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" O.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 VINYL LAP SIDING OR EQUIV. VINYL LAP SIDING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. P.T. BOTTOM PLATE TO STUD CONNECTION: SIMPSON'S 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-1 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" SDS WOOD SCREWS OR EQUIVALENT ® 16" O.C. SPACING. (STAGGERED SCREW PATTERN) MATELINE WALL OUTRIGGER FLOOR JOISTS FRAME -P.T. 2X8 WOOD SHIM 8"X16" CMU BLOCKS DRY STACKED EXISTING CONCRETE SLAB SIDEWALL PERIMETER PIERS NOT SHOWN FOR CLARITY (REFERENCE PG. F-1) 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. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. EXISTING CONCRETE SLAB 1''' "03-,15-2018. �NCENT '�,�• C,E NSF% : o. y6196 :� = ATE OF %% ,,' S/' •.....•• \� 0NAL ��lflll�ll, Cr I ' h". O U x O U ItLo rn c0 # M LY _I ❑u_ A301) 2 o di Z �~ Z W o W 2J INI C 0) Drawing Number. Skirting Details Engineering Services 8 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 © COPYRIGHT 2013 in