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HomeMy WebLinkAboutBuilding PlansII FRAME PIER FACTORYI-BEAM P.T. 2 X8 WOOD CAP 4" THICK SOLID CAP BLOCK 8"X8"X16" CONCRETE 00 MASONRY UNITS (DRY -STACKED) "A" A PIER -17.5" x 25.5" ASS PAD 4500# CAPACITY NOTE: PIER TYPE "A" HAS A MAXIMUM XISTING PAVERS HEIGHT OF 32" FROM SLAB TO TOP OF P.T. 2 X8 SIDE WALL PIER �-P,T, 2 X8 WOOD CAP 8"X8"X16" CONCRETE -MASONRY UNITS (DRY -STACKED) B PIER "Bjtt�" 13" X 26" ABS PAD 3562# CAPACITY -EXISTING PAVERS NOTE: PIER TYPE "B" HAS A MAXIMUM HEIGHT OF 48" FROM SLAB TO TOP OF P.T. 2 X 8 STRUCTURAL LOAD LIMITATIONS: CODE EDITION: 2017 FLORIDA BUILDING CODE (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 6. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSEMBLY 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 11. THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD PRONE OR ZONE AREA. THE BOTTOM OF THE STRUCTURAL I -BEAM MUST BE LOCATED ABOVE THE BUILDING SIRE FLOOD PLANE LEVEL FOR THIS BUILDING TO BE LOCATED IN A FLOOD PRONE OR ZONE AREA OR THE GRADE AT THE BUILDING SITE MUST BE ABOVE THE FLOOD PLANE LEVEL. THE FOUNDATION IS DESIGNED TO MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, 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. RECEWED NOV 2 5 2020 Permitting Department SL Lucie County TIE- DOWN STRAPS, ETC., SHALL TYPE 1 FINISH B, GRADE 1, STEEL APPING 109,000 MINIMUM YIELD ENGTH, .035" MINIMUM THICKNESS JS OR MINUS .002 IN. - 0.05MM) SH B - HOT- DIPPED GALVANIZED COATING (ASTM STANDARD 123- ): .6 OUNCES PER SQUARE FOOT SURFACE, 4750 POUNDS MINIMUM .AK STRENGTH, MARKED EVERY 12 15 INCHES ( MANUFACTURER'S IE AND ASTM SPEC. D3953-31), 1 " WIDTH. MINIMUM WORKING LOAD OF 3150# AND A MINIMUM 4725 ULTIMATE LOAD CAPACITY. ASTMA-36 (GROUND ANCHORS) MINUTE MAN ANCHOR- GALVANIZED AUGER 5/8" X 48" SHAFT WITH SINGLE 6" DISC (48 INCH MINIMUM ANCHOR SHAFT LONGITUDINAL ANCHOR STRAP 8"X16" CMU BLOCKS DRY STACKED PIER EXISTING PAVERS c SECTION "E-E" F-i FOUNDATION NOTES: I I I 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUNDS PIERS OR HIGHER MUST BE DOUBLE BLOCKED. 3. ALL SIDEWA ORS LLS ANCHORS ARE SPACED C D PER E PLAN AND FOUR FOOT GROUND ANCHOR MAY BE USED. 4. ALL THE MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION. 5. ALL TIE 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 SHOULD BE CONSTRUCTED OF 8"X8"XI6" CONCRETE MASONRY UNITS CONFORMING TO ASTM C90 8. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 9. 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. 10. 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 P.T. LUMBER, CEDAR, OR ABS AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE BEARING PRIOR TO ADDING THE SHIMS. 11. HUD ONLY- THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES AND FRAME TIES. EACH SYSTEM IS REQUIRED TO HAVE A GRARA7 ne Aun crena new ATTArwrn AT CArW i A -Ai crnau niAir i nrennA, n, iun onu 16'-8' 22'-8' f4'-0' .S.1 MAX 'START) (END) _ SPACING 6•-0• v -101 TYP 6'-6" MAX ♦❑ DE WALL TIEDOWNS-4'-0" O.C. r-FRAME OUTRIGGER FRAME ANCHOR INSTALLATION EXISTING CONCRETE INSTALLATION 4'-0" GROUND ANCHORS WITH A 5/8" SHAFT AND A 6" SINGLE DISC OR EQUIV. 11-04-20 &ICEN:ff�'• c E ru%se;.,• y� • No. 56196 TATE OF SS e. ....... •'�G� '1.,411ffllll SYMBOLS 17.5"x25.5" ABS PAD = 4500 LBS. CAPACITY 00 24"x24" ABS PAD = 6000 LBS. CAPACITY (3) 17.5"x25.5• ABS PAD = 9000 LBS. CAPACITY (TOP PAD IS LAID IN THE OPPOSITE DIRECTION TO THE BOTTOM PADS) ®® 13"x26" ABS PAD = 3562 LBS. CAPACITY F.T. -FRAME TIE -DOWN FASTENED TO GROUND ° G.A. ANCHOR -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR -LONGITUDINAL ANCHOR STRAP LOCATIONS 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 EXISTING GRADE= 4.3' 0'e %v Mp%.%N c°o� GO °°v F11.E C�pY �0 I MAP INDICATES THAT THIS LOT IS A FLOOD AE B.F.E. 4' SITE GROUND (ESTABLISHED) ELEVATION IS PIER HEIGHT = 18 INCHES FOR FLOOD ZONES, HYDROSTATIC VENTS MUST BE USED TO ALLOW FLOOD WATER TO FREELY ENTER AND EXIT THE STRUCTURE. NON -ENGINEERED VENTS MUST PROVIDE 1 SQ. INCH OF OPENING FOR EVERY 1 SO. FOOT OF STRUCTURE SPACE. VENTS MUST INSTALLED NO HIGHER THAN 12" ABOVE FINISHED GRADE. FOR ENGINEERED VENTS, FOLLOW MANUFACTURER'S INSTRUCTIONS FOR QUANTITY AND INSTALLATION. ALL MATERIALS BELOW BASE FLOOD ELEVATION BOTH STRUCTURAL AND NON-STRUCTURAL WILL BE CONSTRUCTED OF "FLOOD RESISTANT MATERIALS" CLASS 4 OR 5 NFIP. ALL LUMBER AND SHEATHINGS TO BE PRESSURE TREATED .40 CCA OR BETTER FASTENED WITH Senyb Engineering Services THESE STANDARDS AND PLANS MEET DRAWING INFORMATION CUSTOMER: RICHARD P. 8 ELIZABETH A. BLABER DESIGNED FOR20 50 W. Central Ave. THE 2017 F.B.C. - RESIDENTIAL (6th EDITION)- EXPOSURE "D" CENTRAL ADDRESS: 309 NETTLES BLVD, JENSON BEACH, FL 34957 PSF ROOF LIVE LOAD NAME J F P Suite B Vw.T =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) MANUFACTURER: JACOBSEN HOMES- 13'-4" X 39' (HUD) AND 1500 PSF SOIL BEARING CAPACITY Lake Wales, FL 33859 Vim=NOMINAL DESIGN WIND SPEED = 132 MPH (RISK CATERGORY II BUILDING) MOBILE FOUNDATION PLAN Office: 863-589-5980 Fax: (TABLE 1609.3.1 ) V. # 58196 EDATE: HOMES51 11-03-2020 PROVIDED BY F www.senybengineering.com ybengineedng4 MARK RIGHTER, P.E. 50 W. CENTRAL AVE. SUITE B Senyb En®le"peg � nd"s SCALE: LAKE WALES, FL 33853 O KE E C H O B E E SENYB ENGINEERING SERVICES © W%pIGM 3011 OFFICE: 863.589.5980 An Engioeering and Uesign Company NOT PRINTED TO SCALE LAKE WALES, FLORIDA 33853 SHEET 1 OF 2 HANDRAIL GRIP SIZE NONCIRCULAR CIRCULAR IR311.S.63 Type 11 Pe*mler.4"-ei 11w '2r' 3:_ , IM1 E RECESSED IR311.5.6.3 Type IIJ Perimeter: >8 '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. GUARD DETAIL In 2X2BALUS 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 O.C. FLOOR JOISTS USING (5) r*UIVALENT AT EACH JOIST CONSTRUCTION 16d NAILS OR TO RIM JOIST CONNECTION. OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4' DIAMETER SPHERE STRAP TO OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4' DIAMETER SPHERE 30" GROUND ANCHOR W/ TIE DOWN STRAP WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) NOTES: 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 IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. 4'-0" 5'-0" . 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 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 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID 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 TO TOP & BOTTOM W/ MIN. (1)#8 WOOD SCREW OR EQUIV. LANDING HEIGHT = 5 STEPS (MIN.) 4-0 LANDING LANDING HEIGHT = 7 STEPS (MIN.) 5'-0" 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. IIIMIN. UNIFORMLY DISTRIBUTED LIVE LOAD - STAIRS = 40 PSF (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 11-04-2020 ,�rll�rrrrrii �NCENr •,� C E NSF 0. 56196 '� = ATE OF 0 R � •��C� 0NAL '''firrr 1IIis► V ULT -ULTIMATE DESIGN WIND SPEED -170 MPH VASD NOMINAL DESIGN WIND SPEED -132 MPH (TABLE 160941) (3 second 9uab) 50 W. Central Ave., Ste. B Lake Wale% FL 33853 Office: 863.589-M Fax: 14RHM W2044 0 � IGI a U6 LL x F- f �n w W W to J o W J W WIm OQY U2=O IL I $ . &cd m� Z z r2 DmWing Number. S1 STAIR CONSTRUCTION Senyb Er*mw g Sarvl. 50 W. Card Ave. Levee Writes, FL 33853 © ooPrRwHr 2ov