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HomeMy WebLinkAboutEngineering THE FOUNDATION IS DESIGNED TO MEETTHE REQUIREMENTS OF THE FETIASS CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION,COLLAPSE.AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, ACTORY I-BEAM 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 ATTNE BASE FLOOD. ,TLLCENT T.2 IS WOOD CAP �N`'1 33'-0" _O„ 4'THICK SCUD CAP BLOCK �MA -0' COLUMN LOADS_ — — — — — MAXO=2120 LBS. _ _ _ : o sTA ;,Cs xe x1a coNCRETE O=2120 LBS. _y ASONRY UNITS - •�. Q• \�,� 9 �•" - FACTORY 1-BEAY (DRY-STACKED) - �7 F P:• I Q Y 03 =2055 LBS. ;.ES 0 R G SPIER "A° m I - L5'-10' TYP, Q • S�ONAL "' .. 4 =2055 LBS. o z 7'-0" MAX _ �� +i:•� I F '-0" 5'-10" TYP. A MAX"I AF'��i(�L11�0�3-13-2017 ..:...•. ...,.,• o w• MAX- 7'-0" MAX 2._4•• F-1 11,_D• p•_g" . 'E%ISTINO CONCRETE TE: PIHERE 7Hy7pEpF'A•N/k5q A to (/L/.j7 - SLAB(GOOD CONDITION) u%B 70 TOP OF P.T�2%BOM - -8 O O 1 I ,_D•, '���✓�0111 FION FWTI ACTORY 1-eEAL1 CIE COU-tiTY ELILD LEXISTNOO 2 IS WOOD CAP 0 �.z EKED FOR,C0 L N ® r------ — — ---- -------+ EWED Y FACTORY I-BEAN I PL S A\ P it um IIE KEPT ON JOB xs•coNaLETE a 6'-C" MAX 6'-7 TYP. p INSPECTIOS R'll D ZONE INFORMATIONNRr UNITS 7'-O" MAX -FEMAMAP INDICATES THAT THIS LOT IS INA FLOOD ZONE--STACKED) 0 2'-O"6'-7" TYP. (MATELINE) A MAXI AE WITH BASE FLOOD ELEVATION AT&NAVO U.E "B"' MAX T-D" MAX F-t - - I •LOT BITE GROUND(ESTABU8HE0)ELEVATION184.3.' NI UM FINISHED FLOOR ELEVATION TO BE8.8GRADE - TAESE PLANSANDALL PROP FACTORY I-BEAM SUBJECTTOANYCORRECTIONS- 0IRE.BYFIELDINSPECTORSTHAT CONCEALEDFASTENERSOAATTACHMENTS- SLAB(GOOD CONDITION) 00 _ _ __ — — I;,�, �.k ,Z �,Z €.Z �.�. �,�, �,� 6.z: Y ENEITHALL APPLICABLE ARE THE RESPONSIBILITY OF THE SIR MUMI'&. . zX�oAM - '_ B ITN ALL APPLICAGLE CODES. sl�°e TO o c MAX ' 0"4'-0"o.c. P_, CONTRACTOR STRUCTURAL LOAD LIMITATIONS: MAX MAX F-1 CODE EDITION: FLORIDA BUILDING CODE(OTH EDITION)B ASCE 1.10 SYMBOLS 1. ULTIMATE DESIGN WIND SPEED: _ 37'-O" 170 mph WIND SPEED F.T. 132 mph WHO SPEED G.A. 2. NOMINAL DE SIGN WIND SPEED: o -FRAME TIE-DOWN FASTENED TO GROUND ANCHOR O 3, WIND EXPOSURE CATEGORY: "0" 0-COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR 4. IMPORTANCE FACTOR:1.0 GRn11Nn'ANCHOR INSTAL 1 ATION e. DESIGN ROOF LIVE LOAD: OLIVER TECHNOLOGIES,•TIEDOWN ENGINEERING,OR MINUTE MAN ANCHORS 20PSF Rx gpACKL7 op E�uAL pA�TEryE�To PEgIMETER RVL LONOITU.INALSLATERALBRACINOSY8TEM 8. DE ON FLOORLIVE LOAD: W/110 WOOD SCflEWS MIN.1'PENET HOLE WLLE DIN.14 SCREWS Ofl S01[SCREW HOLES ®AUVERTECHNOLOGIES,TIEDOWN ENGINEERING,OR MINUTE MAN ANCHORS 7.MIN.ASSUMED SOIL BEARING CAPACITY; 1000PBF 4 PSF RUED,EVENLY SPACED. LATERAL BRACING SYSTEM ONLY 8.OCCUPANCYCLASSIFICAT19N: R3 KFT M lE OMITTED ON RE IF IT I�IN AIIF BY 1HE M LFACTLRER 9.CONSTRUCTION TYPE: VB 2%B.MIN.PERIMETER RAIL 11 THIS BUILDING I8 NOT DESIGNED FOR PLACEMENTIN A'HIGH ALL TIE-GOWN$TRAPS ETC. SWLLL BE TYPE 1 ' ' VELOCITY HURRICANE ZONE AS DEFINED BY THE FSQ _ RNISH B,GRADE.1.SIEEL'I+TRAPPING 109,000 IOEWALL MATEIINE WALL MINIMUM YIELD STRENGTH,.035'MINIMUM THICKNESS TIEOOWNS-4'-0'O.C. (PLUS OR MINUS.002 IIN.GA-LyOA.NO¢SMMMM)I CRATIN�G(pA�51M5p6L1TAApN�OA�RD 17p3-SBA):pF=B�NCE axis CMU BLOCKS FRAME OUTRIOCER 0(NIROS MINIMUM BRFAGOWNOTI�UU,MMCNL'D4EVERY DRY STACKEO.PIER - 1pp 70 5 INCHES(MANOF,,LLCCfTURERNAME (PER PUN) FwDRJtl3fe AN0 A5 SPEC.D7883-Et),1 14-YAOTH. F FOUNDATION NOTES: N g g� AAME 8'X1a'CMU BLOCKS 1. BLOCIDNO SPACING BASED ON 20P9F LIVE LOAD ON ROOF AN076W P8F301L BEARING CAPACITY. OCERTIA BCYN/O�fl�5fl0Ef�I0NAL ARCHRECT DRY STACIfED PIER ENGINEER ANO/OR NA ORALLY RECOGNI26D ¢ T.2KB WOOD SHIM ,J 2.CONCRETE BLOCKS ARE ONLY RATED AT SOW POUN08,8000 POUND PIERS OR HIOHERMU9TBE 4' 0'O.C. 7E 5TING UTB0770RRFY��T7HEE MNNIMI�M 11�71MATE F Z Z a DOUBLE BLOCKED. - _ MAX SPACING LAAO CAPACITY SNOUlO 9E�T LFASf EQUAL To EXISTING iN iD 4'THICK SCUD BLOCK CAP g N i0 3.STABILIZER SYSTEM PER OLIVER TECHNOLOGIES, OR EQUIVALENT AND ♦72B LBS - CONCRETE SLAB I•I 6'XIS'CMU BLOCKS 'Do 1 SPACED PER PLAN.FOUR FOOT GROUND ANCHOR MAY BE USED.. _ (GOOD CONDImON) N'f 0RY STACKED PIER •I I, wl� 4.THEMDDEL 1101 M(LONORUOINALSLATERAL PROTECTION)ELIMINATES THE NEED FOR MOST STABILIZER PLATES ' : SINGLE-STACKED Div AND FRAME TIES.EACH 8Y8TEM 18 REDUIRED TO HAVE AFRAME TIEAND BTABILIZERATTACHED AT EACH IATERALARM .•: ., ., ,..•.. STABILIZING LOCATION.THIS FRAME TIE AND STABILIZER PLATE MUST BE LOCATED WITHIN iW FROM CENTER OF GROUND PAN. {FT T7T TI7 TT( — TTT — - S.WOODBHIMS NEE STALLED WHEN NECESSARY BETWEEN THE 143EAMAND THE TOP OF THE PIER SHIMS BHALLBEFREEOF' �TJ—T�ID- •�JJ JJJ III=mJll=m—JJ1 JJ1 —LU— KN0T9,9PLR9 AND SIMILAR IMPERFECTIONS.SHIMS SHALL BE OF P.T.LUMBERCEDAR,ORABSANOBEARINO ATALL CONTACT TT- 'T—TTT ANCNM INST,V1AnON '� r POINTS SHALL NOT BELESSTHAN In OF THE BEARING PRIOR TO ADDING THE SHIMS. .. FxwnxG oN R INc*u AnaN —�—�- 8.ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,726 LB.ULTIMATE CAPACITYAND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 4'-0•GRWND ANCHORS N17H A 5/9•SHAFT AxD A T.THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOMEAFTER SETUP,AND IS INTENDED FOR USE ASA PERMANENT FOUNDATION. 6'SINGLE DISC OR EOUIV. .8.ALL PIERS SHALL BE CON87RUCTED OF W X S'X16,CONCRETE MASONRY UNITS CONFORMINGTO ASTM COO. OPmON,LL npOOWN-ANC oil HEAD ANO TENSION BOLT B.INSTALL BLOCK PIER ON EACH SIDE OFALL EXTERIOR DOOR OPENINGS. ANCHOR NERD WITH MIN.5/B'X a WEDGE ANCHOR OR EQUAL 10.INSTALL SUPPORTPIERS MAYBE INSTALLED LATERALLY(90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN).MUSTBE ° MINIMUM 4'EDGE DISTANCE LOCATED DIRECTLY BELOWTHE I-BEAM CENTERLINE. QE-E" - _ 11.ALL MASONRY PIERS MAYBE INSTALLED INADRY STACK SUEUECTTO LOCAL JURISDICTION Senyb Enillneerl U SoMws CUSTOMER: MORABITO THESE STANOARCSANO PLANS MEET DRAWING WFOflLUPON OEBIONEO FOR3O 3108.8cema Hvry,Ste THE 2o14F,R0-RESIDENnnuMnamna,l_ DDRESS: 140E NETTLES BLVD.,JENSEN BEACH,FL 3495 PSPROOPLNELOAD Lake WAIG.,FL 33853 CENTRAL NAME. MODEL III UKNOWN-20'-0"X37'-0'133'-0"(HUD) AND I3m PSF SOB ORL09:863-M$SBO Vw,:ULTIMATE DESIGN WHO SPEEDO ITOMPH(RISKCATERGORY II BUILDING) Maj. FOUNDATION PLAN AND DETAILS OPARINO CAPACITY FBI:1.888A85-2044 V-"NOMINAL DESIGN NAND SPEED"132 MPH(RISK CATERGORY II BUILDING) HOMES - WebsBe:WWW,eenybengineedng.Icm (TABLE160).3.1) �Ns DAYS: 'PROVIDED BY I III Email:ID1o®sonybengineedgg.com MARKV.RICHTEF P.E.a8WB8 o3°°aWT 3 FI 318 a.SCENIC HWY,STE.1W SEMB ENGINEERIN®SERVICES rpLl) �pu SCALE: ,�1!3)_: 9 1 LANE GOFFICE:88368FIL K9898033 ser+vr.Fr-�:c<&au:a:o:iF� NOTPRXTEDTOSCALE LAKE WALES,FLORIDA zxEErl'SF'1 ©coPrw0xr 3413 - HANDRAIL' GRIP SIZE STAIR TREAD AND RISERS_ � THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER 1�-2, SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF'THE fit ADJACENT TREADS, THE GREATEST RISER HEIGHT VATHIN ANY FLIGHT D 1 OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/4 INCH. JI 1i-2' g A. THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE E 'a yyWN1� . fi MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION 8 S' '. 16• f4 OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. � � 2 THE GREATEST TREAD DEPTH 141 ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE INCH P SMALLEST BY MORE THAN 3/6 INCH. Av THE RADDI/II�US OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE ND GRORE THAN 1-1EATERTHAN b G D NCNCIRCULAR CIRCULAR RfiCEBBED HALLBBE PROMDED ON STAIRWAYS WITH SOLID 6 INCH. A NOSING NOT LESS THAN RSERS.A4 INCH UNOSING T NOT IS NOT REQUIRE b4WHERE S THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. Pedmelet:4••B; Perimeter.'6" EXISTING STRUCTURE •/'� ��@@@Ba -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. N "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 1 W LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO ^R TRANSFER THIS LOAD THROUGH THE SUPPORTS TO,THE STRUCTURE: L 4'-0"TYP. EACH P.T.POST FASTENED TO PERIMETER 2 X 6 P.T.LUMBER(SPN1 OR SP@2) 6'-0"MAX •T, 5/4" X 6 BOARD RAIL CAP JOIST USING(3)1/4"X 4-1//2-SIMPSON'S SDS '-0' MAX 16'O.C.SPACING,FASTEN USING WOOD SCREWS OR EQUIVALENT. 160 NAILS OR EQUAL OPENINGS SHALL NOT ALLOW FASTEN P.T.5/a DEDIGNc TO P.T.2X6,J016rs WITH THE GUARDS MAYBE WOOD,ALUMINUM,VINYL,DR EQUIVALENT. THE PASSAGE OF A 4"DIAMETER SPHERE MIN.2-3•SCREWS PER CONNECTION 2 X 4 TOP &BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWSzi. _ ON INSIDE FACE. z O 2 X 2 BALUSTER OPENINGS FOR REQUIRED GUARDS ON THE .W . i - SIDE OF STAIR TREADS SHALL NOT ALLOW A - MIN. (3)SIMPSON'S SDS 1/4"X 4-1/2" 5 SPHERE 4-3/8" TO PASS THROUGH. U WOOD SCREWS FOR RIM JOIST TO POST n ft _ CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENE W%MCN. (1)#8 BALUSTERS TO OR EQUIV. TO HOST FLOOR MEMBERS USING SIMPQN'S 1/4" X 3-1/2" SDS WOOD SCREWS OR X EQUIV. AT 12"O.C. STAGGERED SCREW PATTERN _ o .T. 2X6 _ 2X6 P.T. LANDING CONSTRUCTION 16" O.C. FLOOR JOISTS USING(5) 16d NAILS OR CONCRETE OPTION: EQUIVALENT AT EACH JOIST TO RIM JOIST IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND t CONNECTION. ANCHORS AND TTEDOWN STRAP CAN BE OMITTED. �4', 30" GROUND ANCHOR THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING R n m W/TIE DOWN STRAP - (3) 2 X 12 P.T. STAIR STRINGERS CONCRETE SLAB USING SIMPSON'S L-BRACKET OR EQUIVALENT. `�G, STRAP-70 WRAP AROUND P.T. 2 X 6 TIGHTLY h Zz z (DO NOT OVER TENSION STRAPS) - �' b n (EACH SIDES OF LANDING) m of O STAIR AND LANDING ILLUMINATION REQUIRED 4STA #PA�3-20'I(1) 2 X 6 P.T. ATTACHED TO POSTSUSING(5 16D NAILS OR EQUIVALENT AT EACH t^ These plans end speclAce6ons '.• onaPo&Iy.lh Secllan 1609 oItne Drawing Nuber:3'-6"LANDING HEIGHT=5 STEPS(MIN.) 2X6 TO POST CONNECTION, iCr �, 201.FBGReISIDAI el(501 EmDon) 5.,�4'-0'LANDING HEIGHT=7 STEPS(MIN.) • -VULT•ULTIMATEDESIGN WINO 6PEE0.170 NPH196. STEP CONSTRUCTION VASO-NOMINAL DESIGN WIND SPEED 6 132 MPH NOTE: OF f (TABLE 1609.3.1) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING • O•, •� (7eamMgueb) ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION ' F'F�OR\gyp'�_ , 6n10E gNauW6�Jou ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER '�'SS/ONAL•• ` 31Lake ORS.IeWles,F35880� ALL FASTENERS IN CONTA T WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL �.,,,,I„1� Fax:1-aBeess2D44