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HomeMy WebLinkAboutBuilding plans (2)THE FOUNDATION IS 1: NED TO MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND LATERAL 'MENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, -FACTORY I -BEAM AND ALL OTHER LOADS,-jRING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THE HOME--. TO FLOOD AND WIND FORCES AT THE BASE FLOOD. �.T. 2 XB WOOD CAP 39'-0" "". 4° THICK SOLID CAP BLOCK Z • 8"X8"XIB" CONCRETE ASONRY UNITS (DRY -STACKED) A PIER "A" E%ISTING CONCRETE NOTE: PIER TYPE "A" BIAS A SLAB (GOOD CONDITION) MAXISLAB TO HEIGHT OF OFT34 TOP XRROM 'P.T. 2 X8 WOOD CAP '• 8'XB"X16" CONCRETE ASONRY UNITS (DRY -STACKED) B IER ' CONDITION) (STIR 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: "0" 4. IMPORTANCE FACTOR: 1.0 6. DESIGN ROOF LIVE LOAD: 20 ESE 6. DESIGN FLOOR LIVE LOAD: 40 PEE 7. MIN, ASSUMED SOIL BEARING CAPACITY: 1600 ESE 8. OCCUPANCY CLASSIFICATION: R3 8. CONSTRUCTION TYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. 1,-0„ 4'-0„ ( MAXf MAX Im I DI oZ I I o I '-0" 5'-10'I TYP ow MAXI 6'-8"I MAX -10Y TYP 6'-8" MAX MAX I I COLUMN LOADS 1O = 3080 LBS. O2 = 3080 LBS. 11TrLI.I rlieli i E No. 5 6 T • F FS ••C• 0 R '��4ntrl IoNK 1'-04-2017. `lfni I jn1FACTORY I -BEAM MAX F. . 0o r-- ----jdj -c.. LIM rnj I.,AX1 O FACTORY I -BEAM LW u a 111AAA 6'-0" MAX L5'-10" TYP. 6'-8" MAX 1 O '-0' 5'-10" TYP. A MATELINE) z'AX FLOOD ZONE INFORMATION W MAX 6'-8" MAX F-1 MAX - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE N AE WITH BASE FLOOD ELEVATION AT 6' NAVD 88, -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 42.' FA TORY I -BEAM -MINIMUM FINISHED FLOOR ELEVATION TO BE 6.0' LLU_ _ _ _ 7SYMw C.A. G.A. G.A. G.A. G.A. G.A. GA.-O" 4'-0" O.C.0 B MAX MAX F_1 F-1 39'OLS 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1800 PSF SOIL BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 6000 POUND PIERS OR HIGHER MUST BE DOUBLE BLOCKED. 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES,INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE SPACEOPERPLAN FOUR FOOT GROUND ANCHOR MAYBE USED W/ R10 WODD SCREWS MIN• 11 PENETRRA ITONIMETER RAIL WITH, MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSRF IF IT IS INSTALLED BY THE MANUFACTURE 2X8 . MIN. PERIMETER RAIL ALL TIE -DOWN STRAPS, ETC„ SHALL BE TYPE 1 FINISH B, GRADE 1, STEEL STRIPPING 109,000 MINIMUM YIELD STRENGTH, .035' MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - O05MM) FINISH 8 - HOT -DIPPED GALVANIZE ZINC COATING (ASTM STANDARD 123-B9A' .6 OUNCES PER SQUARE FOOT PER S RFACE 4750 POUNDS MINIMUM BREAK 5'IRENGTII, MARKED EVERY 12 10 15 INCHES f9ANUFACRIRE1 NAME AND ASTM SPEC. D 53-91, 1 1 4" WIDTH. GROUND ANCHORS SHOULD BE ENGINEER1LgqABBNDAOR NASONALLY �R�E�COGNIZED LOAONC PACIIGNOULDHBEMATI LEASTU EQUAL TO 4725 �S. 4. THE MODEL 1101"V"(LONGITUDINAL&LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES ANDFRAMETIES. EACH SYSTEM IS REQUIRED TO HAVE A FRAME TIE AND STABILIZER ATTACHED AT EACH LATERALARM STABILIZING LOCATION. THIS FRAME TIE AND STABILIZER PLATE MUST BE LOCATED WITHIN 18" FROM CENTER OF GROUND PAN. 5. WOOD SHIMS MAYBE INSTALLED WHEN NECESSARY BETWEEN THE ]-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 213 OF THE BEARING PRIOR TO ADDING THE SHIMS. 6. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,726 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"X8°X 16"CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. 8. 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 o F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR G.A. -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR 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 MATELINE WALL TIEDOWNS-4'-O" O.C. 8"X16" CMU BLOCKS AME OUTRIGGER DRY STACKED PIER (PER PLAN) FLOOR JOISTS FRAME 8"X16" CMU BLOCKS DRY STACKED PIER 4 s .T. 2X8 WOOD SHIM z 4 EXISTING N w 4" THICK SOLID BLOCK CAP kT N jp CONCRETE SLAB I -I g"Xi6° CMU BLOCKS 'O -0 -I N v (ION) CONDITION)�N,a DRY STACKED PIER .17 VV SINGLE -STACKED -:N ANCHOR INSTALLATION EXISTING CONCRETE INSTALLATION 4'-0" GROUND ANCHORS WITH A 5/8" SHAFT AND A 6" SINGLE DISC OR EQUIV. OPTIONAL TiEDOWN-ANCHOR HEAD AND TENSION HOLT SECTION " - ANCHOR HEAD WITH MIN. 5/8" X 3" WEDGE ANCHOR OR EQUAL F_I MINIMUM 4" EDGE DISTANCE Senyb Engineering Services 378 S. Scenic Hwy, Sle.loo Lake Wales, FL 33853 THESE STANDARDS AND PLANS MEET THE 2otaea.a-RESIDENTwU51h Edition) CENTRAL TRAL DRAWING INFORMATION CUSTOMER: IMBORDINO ADDRESS: 949 NETTLES BLVD., JENSEN BEACH, FL 349 MODEL # UKNOWN- 20'-0" X 39'-0" (HUD) T�� 4E I N I R20 �PSIo PL,p,E LOAM (ChDt 9PSF SOIL NAME: Office; 863-589-5980 V,,=ULTIMATE DESIGN WIND SPEED= 170 MPH (RISK CATERGORY II BUILDING) M,eJ, �1i FOUNDATION PLAN AND DETAILS ,A, BEARING CAPACRY Fax: 14866-865-2044 Vim=NOMINAL DESIGN WIND aPEED=132 MPH (RISKCATERGORY II BUILDING) ifi09.3.1) HOMES GATE: Website: www.senybengineenng.com Email: IOTO@SBOybeOgIRSSNOg.COm (TABLE py��, ` g'4'1 �* 07-2&2917 PROVIDED BY F�1 318 S.S ENICHRICHTER,Y. STE.56196 318 S. SCENIC HV✓Y, STE. 100 �=g 0 SEWS ENGINEERING SERVICES SCALE: © COPYRIGHT 2016 LAKE WALES, FL 83853 OFFICE: 863489-6980 _ _ _,. 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