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HomeMy WebLinkAboutPROJECT INFORMATION & SPECIFICATIONSTHE FOUNDATION IS DESIGN, MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND LA` I MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOA,' 3Y I -BEAM AND ALL OTHER LOADS DURII:� , tic! BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THLhvmE DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. T: -P.T. 2 X8 WOOD CAP ii I '• '•' 4" THICK SOLID CAP BLOCK 8"XS"X16' CONCRETE ASONRY UNITS "'•�% (DRY -STACKED) A PIE "A" EXISTING CONCRETE SLAB (GOOD CONDITION) T. P.T. 2 X8 WOOD CAP • " '• 8"X8"X16• CONCRETE t ASONRY UNITS • �•; (DRY -STACKED) '•.�' B PIER "B" 1 EXISTING CONCRETE SLAB (GOOD CONDITION) NOTE: PIER TYPE "B" OAS MAXIMUM HEIGHT OF 54 FRO SLAB TO TOP OF P.T. 2 X 8 D LIMITATIONS: UDA BUILDING CODE (5TH EDITION) & 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: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500 PSF 8. OCCUPANCY CLASSIFICATION: R3 9. CONSTRUCTION TYPE: VS 10, THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. in ?'-0" 4'-0' C MAXI MAX FACTORY I —BEAM I o m 1 oz O —0" 5'-6" TYP. NV MAX 6'-0" MAXI FACTORY I —BEAM o O 1 1 F 0 5'-6" TYP N R MAXr6'-O" MA)I IM FACTORY I —BEAM 6'-0" MAX SPACING (MATELINE) -MAX- MAX - - FLOOD ZONEINFORMATION- - - -- -- - -- 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 4.0' -MINIMUM FINISHED FLOOR ELEVATION TO BE 6.0 GROUND ANCHOR INSTALLATION AVER BRACKET OR EQUAL FASJENED TO PERIMETER RAIL W/10 WOOD SCREWS MIN. 1 PENETRATION WITH MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSITE IF IT IS INSTALLED BY THE MANUFACTURER 2X8 . MIN. PERIMETER RAIL r: ::.• r ' ALL TIE -DOWN STRAPS ETC. SHALL BE TYPE 1 FINISH B, GRADE 1, S'fdL StTRAPPING 109,000 MINIMUM YIELD STRENGTH, .035" MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B - HOT -DIPPED GALVANIZED ZINC COATING (ASTM STANDARD 123-89A)• .6 OUNCES PER SQUARE FOOT PER SURFACE 4750 POUNDS MINIMUM Bjjt EAK STRENGTH, MARKED EVERY 12 TO 15 INCHES (MANUFAC,TURER'5 NAME AND ASTM SPEC. Dss953-91 , 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 BY A 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' RECOGNIZF'� DOUBLE BLOCKED. MAX SPACING LOAD NCAP CCITY SHOULD THE MINIMUM LEAST EQLUAL TO 3. STABILIZER SYSTEM PER OLNER TECHNOLOGIES, INC., OR EQUNALENT 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 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 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 I.B. 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 1-BEAM CENTERLINE. 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION COLUMN LOADS 1Q = 3350 LBS. 2O = 3350 LBS. 5'-6VTYP._L__l 6'-0" MAX 2'-0"1 MAX I C"ENT CEN r No. 56 50 STATE OF ' at e" [ OR ' ON AL � 0 1(f 10-0r """'' j 1 1 ST1�. tU�g�teft, COVI_TY O DLNG D ION 499V Rig VIEE4F' Y 1O DATE AjXf PLANS AN D PER?11IT MUST BE KEPT ON JOB OR NO LNSPECTION NViLL BE N ADE. L5:— 6� TYP.� ) 6 -0 MAX 2'-0"1 1 MAX n 1 7 [PLANS AN0 44 III POSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT. — — — — — — — — p®Y{B�Eg�kf@�C�Sp�/A.fRg�plAy9aORDER-TO: E-1 MAX B COMPL i HI ALL" A*'PPLICAgW tg9PAA r. v F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR 0 G.A. • -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 IDEWALL MATEUNE WALL-�] TIEDOWNS-4'-O" O.C. B"X16" CMU BLOCKS AME OUTRIGGER DRY STACKED PIER (PER PLAN) FLOOR JOISTS FRAME B"X16" CMU BLOCKS g T. 2X8 WOOD SHIM Z DRY STACKED PIER Q EXISTING i-1 to CONCRETE SLAB I _I (GOOD CONDITION)C4 y 4' THICK SOLID BLOCK CAP 8"X16' CMU BLOCKS o DRY STACKED PIER .17 SINGLE -STACKED 'N I I NIA ANCHOR INSTALLATION SECTION "E-E" EXISTING CONCRETE INSTALLATION F-t 4'-0" GROUND ANCHORS WITH A 5/8- SHAFT AND A 6" SINGLE DISC OR EQUIV. 0- D Sen b Engineering Services Y 9 9 318 S. Scenic Hwy, Ste. 1GO Lake Wales, FL33853 THESE STANDARDS AND PLANS MEET THE 2014 F.B.C. - RESIDENTIAL (5th Edition) D CENTRAL DRAWING INFORMATION CUSTOMER: •ERR NE .. `r �' -(p� � � ,..,l, ADDRESS: 2124 NETTLES BLV 11125N BEACF{F 5 MODEL#UKNOWN-24'0"�X, 3.7'- HUD} i "T �� � DESIGNED FOR20 PSF ROOF LIVE LOAD AND 1600 PSF SOIL NAMe: Office: 863-5895980 Vuu=ULTIMATE DESIGN NAND SPEED =170MPH (RISK CATERGORY I I BUILDING) M•B•j• FOUNDATION PLA AfdI�E��ILSd BEARINOCAPACrrY Fax: 1-866.8ongine4 Vim=NOMINAL DESIGN WIND SPEED= 132 MPH (RISKCATERGORY II BUILDING) (TABLE 1609.3.1) HOMES BY CCC11i °A�� Email: fb@sennybengineering.cam Email: Info®senybengineering.com �,� ,� 09-132018 PROVIDED F 1 MARK V. RIGHTER P.E. # 58198 SENYB ENGINEERING SERVICES SCALE: NOT PRINTED TO SCALE © COPYRIGHT 2016 318 S. SCENIC HWY, STE.100 LAKE WALES, FL 33853 OFFICE: 863-5895980 BGTr.Ya Ehiti i+t EZINC:EttYY a S _ AOL+neinrrrinsilndBeLLynC"mp"oy LAKE WALES, FLORIDA 33853 SHEET 1 OF 1 HANDRAIL GRIP SIZE 1q"-2" u 4" max. r exegg A- 9Cr f NONCIRCUiLAR CIRCULAR RECESSED Reri11e1 ; 4' - 6''°" Perimeter., >64" *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 3/8 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 8'-0" MA) THE GUARDS MAYBE WOOD, ALUMINUM,- VINYL, OR--EQUIVALENT.-- 2 X 2 BALUSTER---`T. MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2" g WOOD SCREWS FOR RIM JOIST TO POST M CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENE N, TO HOST FLOOR MEMBERS USING SIMPON'S •' 1 /4" X 3-1/2- SDS WOOD SCREWS OR a EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN o - P.T. 2X6 I 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 W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) 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. .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. 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 & BOTTOM W/ MIN. (1)#8 WOODTSCREW OR EQUIV. (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 —O" MAX---I\—2 X 6 P.T. LUMBER (SP#1 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 STAIR AND LANDING ILLUMINATION REQUIRED MS I 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) 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. NCEN7 .-SCE .ti No. 6 - STA OF OR S/ '•.......•� VULT =ULrIN k�16�, Sidi ;;WN[ N VASD=NOD481� I WIND (TABLE 1609.3. )"' (3 second gusts) 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax:1-866-865-2044