Loading...
HomeMy WebLinkAboutPLANSALTO. "EAM .i'WO. ': �., WOOD GAP 4' THICK SOLID CAP BLOCK ` 8-XB-X16' CONCRETE ASONRY UNITS ' •K ••�: (DRY -STACKED) A TER "A" E10S71NG CONCRETE NOTE: PIER TYPE -A- OAS A SLAB (G000 CONDITION) SLAB TO TOP OF OFM 8 P.T. 2 X8 WOOD CAP B"WX16' CONCRETE MASONRY UNITS (DRY -STACKED) B IER CONCRETE OD CONDITION) EDITION) & ASCE 740 1. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED: 132mph WIND SPEED 3. WIND EXPOSURE CATEGORY: "0" 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: 1SOOPSF 9. OCCUPANCY CLASSIFICATION: R3 B. CONSTRUCTION TYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT INA HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE PRO. THE FOUNDATION IS DESIGNED TC 1; T14E REQUIREMENTS OF THE FEMASS CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, f' ' ;FERAL t, AND ALL OTHER LOADS DURING THI E FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING :HOME MAX FAC101m 1-BEAM VA FLOOD AND WIND FORCES ATTHE BASE COLUMN LOADS Q = 924 LBS. Q2 = 924 LBS. 11 r I 1 r F fII FI • �� N CE N T R�'• .� CEIV No. 56196 STATE OF O• "J� TONAL 0 r 111111d4-24-2019 cz A 2'-0' iv F -0. 5'-0" TYP. F- 6._pT . MAX MAX I w MAX 6'-0' MAX 6'-0" MAX I mo 14 SPACING 0 (MATEUNE)ffn rrnI ST, TUC. Permitting fAL'TOnY 1-Fa Au FILE COPY FACmRY -B IL8 �o 4'-D• O.C. \�� ��� �� FLOOD ZONE INFORMATION a MAX MAX �G ��O``F�• �o AEWITFEMA MAPINDICATESFLOOD THAT ELEVATIOSLOT IS VD88.N A FLOOD ZONE =1 zo V AEWITH BASE FLOOD ELEVATIONAT 8'NAVD BB. I F '-0' 5'-2' TYP. A 5-2' '2-0. ® G� f�- LOT SITE GROUND (ESTABUSHED)ELEVATION IS 4.3' L1 MAX 6'-O' MAX F-, 6'-0' MAX MAX - `V /�'V ri GO ♦ V ®V -MINIMUM FINISHED FLOOR ELEVATION TO BE 7.0' Qp [ {MINIMUM FRAME PIER HEIGHT =20 INCHES FACTORY 1-BE/,Y .A �• F d - -j - 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. 2 CONCRETE BLOCKS ARE ONLY RATED AT 8DOO POUNDS, 8000 POUND PIERS OR HIGHER MUST BE DOUBLE BLOCKED. 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES,INC., OR EQUIVALENT AND ALL SIDEWALLANCHORSARE SPACEOPERPLAN FOUR FOOT GROUND ANCHOR MAYBE USED GROUND ANCHpORRRIINSSTALLIL_ATION �� pL �� W/ A10 WOOD SOCREWSU MINFAI �PENETW�TPipIMLTER RAIL WITEf MIN, 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. MANUFACTURER8RACKgj MAYBE OMITTED ONSME IF IT IS INSTALLED BY THE , 2X8 . MIN. PERIMETER RAIL ALL TIE -DOWN STRAPS, ETC.. SHALL BE TYPE 1 FINISH B. GRADE I. STEEL STRAPPING 109,000 MINIMUM YIELD STRENGTH, .035" MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B - HOT -DIPPED GALVANIZ ZINC COATING (pASTM STANDARD 123-89A• 6 FACE POUNDDSS MINIMUM BREWOSTRENGTH RMARKED4 EVERY 12 TO 15 INCHESAMANUFAVURQYS NAME AND ASTM SPEC. 953-91J• 1 1/4' WIDTH. GROUND ANCHORS SHOULD BE CERTIFIED BY PROFESSIONAL ARCHITECT ENGINEER AND OR NATIONALLY RECOGNIZ9D LO�AONGIPAC�IIY SHOULD BEMATMULf MINIMUM ULTIMATE TO 4 25 LBS. 4. THEMODEL1101 M(LONGITUDINAL&LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES ANDFRAMETIES. EACH SYSTEM IS REQUIRED TO HAVE 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 BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN Yd 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 V X VX IV 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 [-BEAM CENTERLINE. 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION 1'-O• B'X16' CMU BLOCK DRY STACKED PIER (PER PLAN) EXISTING a 40 CONCRETE SLAB -1 -1 (GOOD CONDITION)-\"I1 c SECTION"E- " F-, GA. -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 MATELINE '-0' O.C. OUTRIGGER FLOOR JOISTS FRAME I.T. 2XS WOOD SHIM -4' THICK SOLD BLOCK CAP B'X16' CMU BLOCKS DRY STACKED PIER SINGLE -STACKED NCHI1=1OR INSTALL AMON III-1 I ICI I LI I I I I III I I�I BY FASTING CONCRETE INSTp I ATION St. Lucie C 4'-0' GROUND ANCHORS WITH A 5/8- SHAFT AND A 6' SINGLE DISC OR EQUIV. ANCHOR HEAD WITH MIN. 5/8" X 3-1/2' WEDGE ANCHOR OR EQUAL MINIMUM 4- EDGE DISTANCE Senyb Englneering SBMces 318 S. Scenle Hwy, Ste, 100 THESE STANDARDS AND PLANS MEET THE2017F.B.C-RESIDENTIAL(STH EDITION) DRAWING INFORMATION CUSTOMER: ANDREAS ADDRESS: 541 NETTLES BLVD., JENSEN BCH, FL 34957 DESIGNEDFOR2O Lake Wales, FL 33853 CENTRAL NAME MODEL#UKNOWONPL" X39'-0"ETAI"(HUD) FGFROOF LIVE LOAD office: 863.5893980 V.=ULTIMATE DESIGNWNDSPEED- 17OMPH(RISKCATERGORY II BUILDING) Mom' FOUNDATION PLAN AND DETAILS BEARING CAPACITY BEAANDING CAPACITY FIBx: 1-066.8652044 V-=NOMINAL DESIGN WIND SPEED= 132 MPH (RISK CATERGORY II BUILDING) HOMES DATE Website: www.senybenglneadng.GDm Entail IMO@sBnybengineeHng.00m (TABLE 15M.3.1) � �E � II42}p1B PROVIDED BY F-1 MARKV.RICHTERRE#59198 SENYB ENGINEERING SERVICES SCALE 3183. SCENIC HWY. STE 100 COPYMtN1T MIS© LAKE E: 863 M SExY�OfnN•GINfERfKG SEftV'CEs NOTPROJTFDTOSCAE LAKE WALES, FLORIDA 33853 sHFtT1oF1 HANDRAIL GRIP SIZE 1'- r 5 ti E NONCIRCULAR CIRCULAR RECESSED Pelilneler: 4"-8�' Perimelee, >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. *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 BALLS 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, 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 FUGHT 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. OF CURVATURE AT THE LEADING EDGE -OF THE TREAD SHALL BE NO NCH. A NOSING NOT LESS THAN 3/41NCH BUT NOT MORE THAN 1 ROVIDED ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT REQUI —0" T. 2X6 EACH P.T. POST FASTENED JOIST USING (3) 1/4" X 4- WOOD SCREWS OR EQUIVAL T. 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE 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.) 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 TOP & W/ MIN. (1)#8 WOODTSCREW OR QUIBOTTOVM (3) 2 X 12 P.T. STAIR STRINGERS NOTE: 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 /� / 0 I SDS 0" MAX—1 2 X 6 P.T. LUMBER (SP#1 OR SP — 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 THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT, 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 W11HIN 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. „p4-24-2015 CEN No. 56196 O TATE OF /ONAL ­,, , ....,........... V LILT =ULTIMATE DESIGN WIND SPEED = 170 MPH V ASD =NOMINAL DESIGN WIND SPEED -132 MPH (TABLE 1609.3.1) Is semix! Busb) 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL33853 Office: 863-589-5980 Fax: 1-866-865-2044