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Home My WebLink AboutMULTI-WIDE TIE DOWN PLACEMENTIN THE FOUNDATION/PIER SYSTEM IS DESIGNED TO RESIST FLOOD ELEMENTS OF FLOTATION, COLLAPSE AND LATERAL MOVEMENT PER FEMA CRITERIA FOR EXPOSURE "D" LOCATIONS. SLAB AND FOOTINGS ARE EXISTING 36" HIGH INYL RAIL 4" CONCRETE FLATWORK UNDER STAIRS e 0 SEE DECK t II STAIR DETAILS o� WLu jLj ufj) V-6" MIN TO VEN� (2) THIS SIDE - --------- ------- --I---- --- F — — 3'-0" CLEAR r � 0 0 0 8"x8�xi6" 0 -055 BOCK O O O PIERS 0 - [ IODULAR, i+-41." 4'-10" 8" 4'-6" S" 4'-611 8" 4'-6" 1.81, i i O O O � O O 0 0 PROVIDE ACCESS i DOOR t rr�, vnCD F_ S^ "1. 6'-4'1 1.411 5�_8�1 p_4" -8" 1'-4" �'-8"-4111. 31_611 I -- - - 00 -__ __ _ 00_ 00 _ - 00 -- G --- 00 O O_ O O 8° x 16° CBS BLOCK O i0 O O PIERS O O O e 0 O 8 Ol O MODUL,41 i 11'-4" 8" 4' 8" S11 4'-4" 8" 41411 8" 44 8,4. 8° 4'-4" 8" '_8" 81111_ 6 O O 0 O O O O O O L�;O O O 0 - 3' 0" VENT VL-� [TO VENT '/10 39'-0" ZIG ZAG HATCHING DENOTES SQ. FT. FOR VENT CALC'S HYDRO/AIR VENTS IN KNEE WALL TO BE MODEL FAAL (10S SQ. IN. NET) PER 32222. (1) SQ, IN. PER 4082. EXCEPTION (1) SQ. F7 FOR EACH SQ. FT. OF PER 1500 SQ. FT. OF FLOOR ARE ENCLOSED AREA. WITH VAPOR BARRIER. EACH VENT COVERS 263 SQ. FT. (1) SQ. FT. = 144 SQ. IN. PER PRODUCT APPROVAL. NET VENT AREA IS 61 SQ. IN. 144 / 61 3 VENTS 600 SQ. FT. / 263 3 VENTS TIE-DOUJN/PIER RE �UlfRE k""""""NTS -----____4 FR 4 I ATTACHMENT FOR FACTORY BRACKETS � SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE I -BEAMS FACTORY FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO BRAG ET THE FACTORY BRACKETS USING A J" GRADE 5 BOLT 4 NUT. ANCHORS/TIES MUST BE INSTALLED TO PROVIDE A 450 OR LOUDER STRAP ANGI-E• A -BOLT NOTES: 2-GALV. BOLTS %11-11 X 2-Y4" LG. W/ HEX. $0. NECK W/ NUTS TENSION BOLT LABELED (A) FOR FRAME ATTACHMENT ONLY. TENSION BOLT LABELED (B) FOR VERTICAL TENSION. B-BOLT _ •-.. .1 X 2-�4" %"x_7" WEDGE ANCHOR (RED HEAD) L1 MIC52 ANCHOfR T PART * 59002 STRAP/SWIVEL CONNECTOR 2' -411 3'-6" STRUCTURAL NOTES: = SOIL BEARING CAPACITY MIN. 2500 PSF ALL STRLCTURAL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. ALL REINFORCING STEEL SHALL BE GRADE (o0 MEETING ASTM SPECS A-615 MIN. CONC. PROTECTION FOR RE -BARS: TO VENT FTGS: 3" BEAMS: 11121 SLABS: P LAP REINFORCING 5ARS 30 INCHES MINIMUM 110 MPH 3 SEC: GUST FRAME OUT PIERS 4 UNDERSIDE OF MODULAR HOME W/ 2X4 PT U/ 5/8" TOUGHROCK FIRE GUARD GYP. BOARD 4 BOTH SIDES OF WALL) (U305) I HOUR WALL 2XE �w � _ U W TIE DOWN S1F i i PER SPECIFICATI( a z U e ' In 1'-411 V-0" 5'-011 5'-0" 5'-0" 5'-0" 5'-0" 5'-011 V_411 O\ L , ______ __ ❑-��, C C L_tE�IL----=--0 �--------------� _____ ______r _______ ______ ____ C i - - �- —- r---------i_E k �T ----------------------1-1---- ------------- FR ADE )j" MACHINE BOLT THRU 1-5EAM W/ (2) TIE DOWN STRAPS SWIVEL CO>NECTOR ORR LESS WITH RADIUS CLIP (2) MICS2 ANCHORS AT CONCRETE A6 SNOUN CBS BLOCK PIE � (REFERENCE) OR LESS Ilk /-:-- (SEE TIE pQWN ENGINEERING FOR DETAILED INFORMATION) C -,' p r _ -------- ❑��----------_------------i�3----- -------- -----f---------C {,�-----------�- --------------- ------------------------- ----------t - , ❑ - - ❑ ❑ --T--, ❑ -- -- ❑ '- -- -- ❑ --, ❑ l� JAI �LJ� ❑ O iLJ /// / �iLJi -- - - rJirJ Ir Cr l - -- ❑ ❑ iLJiLJi 11 iUiLJi - ;ir�lr� - - ;O LJiLJi / ❑ --, �' r Lrai---------- L_' rE� =L_----------- rE------------' - �0---------Cal -------------------------- f_iL_----------- ��y----------�L _ `�_J PROVIDE )i' `t4C44NE BOLT T-rRU I -BEAM W/ (2) TIE DOWN STRAPS S,L YSL CONNECTOR WITH RADIUS CLIP (2) MICS2 ANCHORS AT CONCRETE OR LESS AS SHOWN (SEE TIE DOWN EWXrKEERrNG =OR DETAILED INFORMATION) OR LESS �� --, --, J- L—I1_ - - - -------- EI------------------------------------ '-------------------------' 0 0 I 0 0 I J I'-4" 5'-211 5'-211 V-2' S'-211 5'-2" 5'-211 5Y: TIE DOWN ENGINEERING MAX UPLIFT PER TYf=. MULTI-01DE TIE-1D0UJN DEVICE IS 4150 LBS SCALE: 1/411 = 1'-011 all Xall x16" CBS BLOCK PIERS 4" SLAB W/ RB SEE TIE -DOWN/ PIER REQUIREMENTS UNIT TO BE TIED DOWN PROVIDE (2) "9 X 2-i" DECK SCREWS TOE -NAILED At EACH VERTICAL MEMBER OF KNEE WALL WALL COMPLIES WITH UNIT MANUFACTURER'S PERIMETER WALL BLOCKING REQUIREMENT r HYDRO VENT 71--<2X4 SEE PLAN r SYP KNEE WALL W/ STUDS 0 16" OC r W/ Y4"x3" TAP -CONS s 24" OC (BOTTOM PLATE) W/ CDX PLYWOOD X�z im NO� 2X COMPOSITE DECKING ATTACHED W/ (2) 11 GALV DECK SCREWS AT EACH BEARING POINT 2X6 SYP STRINGER -- (2) YB" GALV LAG SCREWS -� SIMPSON LU28 AT STAIR STRINGERS TO 2X8 DECK --"" JOIST SUPPORTS OR (2) Ye" GALV LAG SCREWS AT STRINGER TO POST 4X4 PT POST W/ SIMPSON A544 ■ �= C MICS2 ANCHOR g/e"x-1" WEDGE CONCRETE THICKENED EDGE: 8"D X 8"W W/ (1) "5 RB CONT (SEE DETAIL) ANCHOR (RED HEAD) 2X6 SYP DECK 6ECTIONJ4 — JOISTS 16" OG SCALE: 3/411 = 1'-011 2X8 SYP STRINGER v 2X6 Sf P DECK z JOISTS a Iv- OC .9 2X FOMPOSITE DECKING �'► LENGTH VARIES ATTACHED W/ (2) *IOX311a► 7 GALV DECK SCREWS AT EACH BEARING POINT SEE STAIR DETAIL — SIMPSON FACE MOUNT 4X4 SYP ff HANGER LU26 POST SIMPSON MTS12 2X8 SYP DECK STRAP �c i RIPPED 4X4 JOIST 5UPPORT W/ lu Lu SYP BLOCKING (2)" GALV LAG SCREWS L FOR 2X6 SYP ANGLED STRINGER J 2X6 SYP - _ -------------- ANGLED — 'S Cst`'✓ 5G L6 STRINGER L- f-.. (2law L ,�" WEDGE ANCHOR 4X4 SYP POST ATTACHED TO CON( 1- ` W/ 3" EMBEDMENT MIN W/ SIMPSON AB44 POST BASE �.. - orp �— VINYL POST VINYL RAIL 3-3/4" Ali C VINYL PICKETS 2X12 SYP STRINGER 2X12 SYP STEP IXS SYP W/ DECK SCREWS L b" X 3" GALV. HEX SCREWS 4-REQV. -r' RISER ------------------------� ---- — ----- JL1'"!: ALd�„ -�ION� CONCRETE TREAC� sRT gy6 p 6Y p10. tN50 O 'C + 1" NO �13S14 sSAVC 81��• T)4 I fR 1)E T A I L ,OMp1.Y WI'�H A�'1.pp N.T.S. PROVIDE (3) •10x3" DECK SCREWS AT EACH 2X6 SYP DECK JOIST TO ANGLED 2X6 SYP STRINGER CONCEALED FASTENERS OR ATfACHMENTs ARE ThE RESP ORSO�`RE E 2X COMPOSITE DECKING / ATTACHED W1 (2) 010mS11 CONTRACT 2X8 SYP STRINGER 4X4 SYP POST ECK CONNECTION nNtiNr_ rDET 4IL SCALE: 1/2" _ 11_011 CONCRETE SCALE: 1/4" i'-0" UNIT W. 360 LBS. 383 *,/FT ,(/.�� TYP I C e L ELEVATI N.T.S. (FOR VISUAL PURPOSES ONLY) CONDENSING UNIT GKS 1 OG 5I. I LC Trr(11L V'lly uLTU WrVCC Dn7T9( )"l1 �VIENVED FO IPL NCE Q' .yVIEINcDB ' Q1� L tNS AND PFR T MUST BE KEPT ON JOB GR >0 INSPECTION `VILL BE MADE. NOTE: HANDRAIL BRACKETS OR BALUSTERS SHALL NOT BE CONSIDERED TO BE OBSTRUCTIONS TO GRASPABILITY. BOTTOM OF HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF THE DEPTH OF ONE TREAD FROM BOTTOM RISER HANDRAIL HAS CIRCULAR CROSS-SECTION W/ 1-Y4" TO 2" DIMENSION. NOTE: GUARDRAIL SHALL COMPLY W/ FBC - 5TH ADDITION 2-010 X I" NON -CORROSIVE SMS. a EACH PICKET CONNECTION. SIMPSON MSTC52 :: WIND AGAINST FACE OF UNIT: I I PICKET I TOP PLATE TO POST t 28.625 x 46 = 102 SQ. FT. x 45 P.S.F. = 459 L8. UPLIFT I I I POST TO CHANNEL W/ 8XI& BLOCK 144 "10 X WillS.M.S.4 COURSE G 459 - 360 LB. UNIT 99 LBS. UPLIFT ASSUMING EQUAL LOAD DISTR WILL HOLD 180 LBS. AND 2 SCREWS WILL -40LD 200 LBS. AT EACH N J� t AT EACH OF THE 4 CORNERS. IRAIL DET I / (2) 014 SHEET METAL \/ SCREWS TO CONDENSING (1) Y4" X 24" LG. TAPCON PER BLOCK UNIT. 200 LB. SHEER 4 (P AT CONCRETE: 180 LBS. WORKING CAPACITY A/C TIE -DOWN DETAIL POST THEREFORE STRAP, TAPCON AND SCREWS WILL HELD UNIT IN PLACE. I`'TS• A 4" SLAB, 42'' X 52" WEIGHS _I95 LBS. VINYL 2X2 RAIL POST ATTACHED TO VINYL 010 S.S.S. MN. G CASTERS 2" EMBEDMENT. 4-REQ'D. Ye" SS.S. MIN. P EMBEDMENT. C 4-REQ'D. 2X6 S"a J/ 2X6 SYP D ECK NG STRINGER ALL MATERIAL BELOW FLOOD MUST BE G0N57RUGTED WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH SECTION R322 OF THE 2014 RESIDENTIAL 5UILDING CODE. fR,41LING THIS SETUP HAS BEEN DESIGNED FOR A FLOOD ZONE INSTALLATION DESIGN CRITERIA PER FBC - 5TH ADDITION REVISIONS BY ADDED I WR WALL J B V1 w 1.4 0Cfi W W A !M � A W Z 0 F ° w w >� w p4 CCU C O w C* w � � A W 0 a w � O N W E,.1 z w z Vi J Date: 08-24-16 Scale: 1/4" = i'-v Drawn: MM/BGM J o b 5 STAR SC 4WATRZ Sheet: Of Sheets