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Home My WebLink AboutMULTI-WIDW TIE DOWN PLACEMENTNOTE: THE FOUNDATION/PIER SYSTEM IS DESIGNED TO RESIST FLOOD ELEMENTS OF FLOTATION, COLLAPSE AND LATERAL MOVEMENT PER FEMA CRITERIA FOR EXPOSURE "D" LOCATIONS. 4" CONCRETE SLAB (3000 PSI) OVER 6" X 6" X 10/10 W.W.M. OR FIBRE MESH OVER Fi MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN, POISONED, COMPACTED (TO 2500 PSF OR 95% DENSITY) FILL. A MINIMUM OF 4" OF CONCRETE FLATWORK BETWEEN MODULAR 3'-0 TO VENTAl UNIT 4 PROPERTY LINE- ` /� TO VENT (NOT TO EXCEED PROPERTY LINE.) f t _ CONCRETE FOOTING: ------- ---- ---- ----` - ------ --- ----- -- I1�1 _ - _ S t W 8"D X 8"W - W/ (1) — — — SDI 1 Cz I — — "5 RB CONTINUOS HYD O/AI (ENTIRE PERIMETER) O 0 01 Eli I O O C) THIS SIDE O O O _ Sn Oiln i_ ii $n 4,_ n u 6i_ a 8" I' I Ih[ v) \. \` I' III wqj \`,\` III all 11 GBS SLOCK O U R I W V J uJ N I \L PI G NGRE E I u LU w \, I -UOT I m I 12 \ O O O O O W/ N7 45 B O PROPERTY LINES\. - III 3 _ell 10 ru— — -- z \� - I O O I I • ,� , e e _ I I 1 I 01 `St n I CENT RED ONIII `• — — — ST I-B S \'• II a = v \. 19 O UL R iii 9 36" HIGH - _ _ VINYL RAIL `\• \ I I j - 1 Y R /ANT I \ (1)T�-41S 511E 1 PROVIDE • ` ,\ I I ACCESS • ro0 SEE DECK a `\`. I O n O O I DOOR • ` STAIR DETAILS ZIG HATCHING N'si DENOTES SQ. FT. \f`/� ro4e NT FOR VENT CALC .5 \ HYDRO/AIR VENTS IN KNEE WALL TO 13E SEE DECK a MODEL FAAL (Il SQ. IN. NET) STAIR DETAILS PER 32222. (1) SQ. IN. PER 4052. EXCEPTION (1) SQ. FT, `• FOR EACH SQ. FT. OF PER 1500 SQ. FT. OF FLOOR ARE ENCLOSED AREA. WITH VAPOR BARRIER. 661 EACH VENT COVERS 263 SQ. FT- (1) SQ. FT. = 144 SQ. IN. 1011 •� PER PRODUCT APPROVAL. NET VENT AREA IS 6l SQ. IN. 144 / 61 = 3 VENTS 600 SQ, FT. / 263 = 3 VENTS TIC ®LUN/TIER REOUIRE1I NT5 SCALE: 1/4" = 1'-0" 13'-1 r� I -BEAM N i PART "59002 FRAME ATTACHMENT FOR FACTORY BRACKETS 5TRAP/5WIVEL zi CONNECTOR SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE 1-5EAM6 FACTORY 0 1U FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO WELDED BRACKET THE FACTORY BRACKETS USING A 2" GRADE 5 BOLT 4 NUT. ANCHORS/TIES MUST BE INSTALLED TO PROVIDE A 45. OR LOWER STRAP ANGLE. ,I'-4" 5'-4" 5'-4" 5'-4" 4'_4" A -BOLT Ni 2-GALV BOLTS 5/e"-11 X 2-3/4" LG W/ HEX. SQ. NECK W/ NUTS TENSION BOLT LABELED (A) FOR FRAME ATTACHMENT ONLY. TENSION BOLT LABELED (5) FOR VERTICAL TENSION. B-BOLT _ ._...I X 2-3/4" L=j I I %"X-" WEDGE ANCHOR I 4-1-� (RED HEAD) I I I I LJ M I C52 ANCilli4i BY: TIE DOWN ENGINEERING MAX UPLIFT PER DEVICE IS 4,150 LENS w X I m wn PROVIDE 4" FLAT I \� WORK UNDER STAIRS 11 \� 1\\-3&" HIGH VINYL RAIL I I � I � I •� I'-4" ' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ', r, 3 '��' F L-,--,- --------------1'=''--------- -----------'- PROVIDEV' MACHINE BOLT THRU I -BEAM W/ (2) TIE DOWN STRAPS SWIVEL CONNECTOR OR-0" OR LESS WITH RADIUS CLIP (2) MIC52 ANCHOR5 AT CONCRETE AS SHOWN OR LESS (SEE TIE DOWN ENGINEERING FOR DETAILED INFORMATION) GBS BLOCK PIERS (REFERENCE) r, _ __ ___ r _ �r ______ __ �, 1F------------�=r T rT- --------0 3-----'r --I-BEAM —tJact -- � tH --- --- - L 'r_�—j IV MICS2 ANCHOR ❑ ❑� ❑ ❑ ❑ fPS'❑ �,u, u�ul � ❑ r,5 ��L)� 1,_� L -0 3'" 5'-4" 5'_4° y_4„ v I'_2" p 5" 5 4'I 5'-4" 1 - w 1-- 5, v N1 ice; 0- iw dui N ❑ �i ID 19W 01 10 ❑ PROvvr= Y," MACHINE BOLT THRU 1-5EAM rw ry W/ (2) TIE DOWN STRAPS SWIVEL CONNECTOR WITH RADIUS CLIP (2) MICS2 ANCHORS AT CONCRETE AS SHOWN s' (SEE tE DOWN ENGINEERING FOR DETAILED INFORMATION) in I I I I ❑ p l 1 0 - N el 1 p ❑ .{ 1 j 2 J LSL' J 7 O LJ r N Ti'P. MUL71-UJIpE TI€=DOUJN SCALE: I/4•' = I. 0" ACEMENl' CONCRETE STF;WCTURAL Ni = SOIL BEARING CAPACITY MIN. 2500 P5F " ALL STRUCTURAL CONCRETE SHALL DEVELOP A MIN. COMPRES°IvE STRENGTH OF 2500 PSI AT 28 DAYS. • ALL REINFORCING STEEL SHALL BE GRADE 60 MEETING ASTM SFECS A-615 • MIN. GONG. PROTECTION FOR RE -BARS: FTGS: 3" BEAMS:Ili2" SLABS: P • LAP REINFORCING BARS 30 INCHES MINIMUM EXPOSURE IICII - 110 MPH 3 SEC GU5T UNIT TO BE TIED DOWN PROVIDE (2) N9 X 2-}" 2X SYP —� DECK SCREWS TOE -NAILED V AT EACH VERTICAL MEMBER OF KNEE WALL TIE DOWN STRAP PER SPECIFICATIONS WALL COMPLIES WITH UNIT MANUFACTURER'S PERIMETER WALL BLOCKING REQUIREMENT I 1 > -BEAM HYDRO VENT SEE PLAN X BLOCK X C8S B 2X4 SYP KNEE WALL W/ STUDS ® 16" OC PIERS W/ Ya"x3" TAP -CONS a 24" OC (BOTTOM PLATE) W/ #" GDX PLYWOODSEE V�X m TE-DOWN/ PIER REQUIREMENTS O 5/e"x 1" WEDGE ` CONCRETE THICKENED EDGE: MICS2 ANCHOR 8"D X 8"W W/ (1) #5 RB CONT (SEE DETAIL) ANCHOR (RED HEAD) 5ECTION A -A SCALE: 3/4" 1'-0" 2X8 SYP DECK JOIST SUPPORT W/ (2)" GALV LAG SCREWS LENGTH VARIES SIMPSON MT5I2 STRAP 2X6 SYP DECK JOISTS a 16" OC 2X COMPOSITE DECKING ATTACHED W/ (2) 010x3" GALV DECK SCREWS AT EACH BEARING POINT SIMPSON FACE MOUNT HANGER Li mLu w� N 408 GALV SCREWS CONCRETE (2) EACH 51DE Y2" WEDGE ANCHOR 4X4 SYP POST ATTACHED TO CONC W/ 3" EMBEDMENT MIN W/ SIMP60N A544 POST BASE DECK CONNECTION DETAIL SCALE: 1/2" 1'-011 'lCEALEO FASTENERS OR ARETHERESPONSIBILr OONTRACTOR OR Rl UNIT Wi. 360 LBS. 353 OAT I L CONDENSING UNIT II 51MPEAN MSTC52 III 8XI6 BLOCK G 4 COURSE i (2) •14 SHEET METAL \/ SOWS TO CONDENSING (I)Y4" X ZYa" LG. TAPCON PER BLOCK UNIT. 200 LB. SHEER t (2) AT CONCRETE: 150 LBS. WORKING CAPACITY A/C TIE—DOUJN DETAIL 2X COMPOSITE DECKING ATTACHED W/ (2) 010x3' GALV DECK SCREW° AT EACH BEARING POINT 2X6 SYP STRINGER (2)/e" GALV LAG SCREW? SIMPS0 LU25 AT STAIR STRINGERS TO 2X8 DECK JOIST SUPPORTS OR e2) %` GALV LAG SCREWS AT STRINGER TO POST 4X4 PT POST W/ SIMPSON A544 2X6 SYP DECK JOISTS ® I6" OC 2X8 SYP STRINGS z F S m SEE STA DETAIL 4X4 SYP POST RIPPED SYP BL( FOR 2X(e ANGLED 2X6 SYF ANGLED STRINGER TYPICAL ELEVATION5 N.T.S. (FOR VISUAL PURPOSES ONLY) WIND -AGAINST FACE OF UNIT: :TS 2XI2 5YP STRINGER 2XI2 SYP STEP iX8 SYP W/ DECK SCREWS 3,{6" X 3" GALV. HEX SCREWS 4-REQV. R NGLE APCONS TREAD « I" NOSE 5T,il D E T,4 I L N.T.S. PROVIDE (3) O10xY DECK) SCREWS AT EACH 2X6 SYP DECK JOIST TO ANGLED 2X6 SYP STRINGER DECK F 28.625 x 46 = 102 SQ, FT. x 45 PSF. = 459 LB. UPLIFT 144 459 - 360 LB. UNIT = 99 LBS. UPLIFT ASSUMING EQUAL LOAD DISTR. TAPCON WILL HOLD 10 200 LBS. AT EACH OF THE 4 CO S. .r TO ANY CORRET10" THEREFORE STRAP, TAPCON AND SCREWS WILL HOLD UNIT IN PLACE. A 4" SLAB, 42" X 52" WEICzHS l95 LBS. ICABLE i /(/08 -06-I 2-- ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C 'CE REVIEWED BY DATE 2,0! PLANS AND PERMIT MUST BE KEPT ON J011 OR NO INSPECTION WILL BE MADE. CK5 SCANNED By St !Luclt§il SCALE: 1/4" = 1'-0" ,ALL MATERIAL 5ELOW FLOOD MU5T 5E CON5TRUCTED WITH FLOOD RE515TANT MATERIAL, IN ACCORDANCE WITH 5ECTION R322 OF THE 2014 RE511DENTIAL 5UILDING CODE. 2X COMPOSITE DECKING ATTACHED W/ (2) "10x3" GALV DECK SCREWS AT EACH BEARING POINT 71 111=111 a TAIL5 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/ I-Y4" TO 2" DIMENSION. Ni GUARDRAIL SHALL COMPLY W/ FBG - 5TH ADDITION POST PICKE 2-010 X P NON -CORROSIVE SM.S. g EACH PICKET CONNECTION. TOP PLATE TO POST 4 POST TO CHANNEL W/ 010 X 51" I.S. H,4N D TAIL5 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/ I-Y4" TO 2" DIMENSION. Ni GUARDRAIL SHALL COMPLY W/ FBG - 5TH ADDITION POST PICKE 2-010 X P NON -CORROSIVE SM.S. g EACH PICKET CONNECTION. TOP PLATE TO POST 4 POST TO CHANNEL W/ 010 X 51" I.S. H,4N D 1RY4 I L DETAIL N.T.S. VINYL 2X2 RAIL POST ATTACHED TO VINYL #10 S.S.S. MIN, CASTERS 2" EMBEDMENT. 4-REQ'D. y Ye" 5.5.5. MIN. I" EMBEDMENT. C 4-REQ'D, 17 2X6 SYP 2X6 SYP DECKING STRINGER 1;R)4IL ING 5,45E N.T.S. THIS SETUP HAS BEEN DESIGNED FOR A FLOOD ZONE INSTALLATION DESIGN CRITERIA PER FBG - 5TH ADDITION REVISIONS BY 0 Cn U N � jw Qw� ro P x 41 qll p W W A z o sC rs1 IiJ W 09 rn L` O d+ W 1-4 x 0 1-4 �%1 L) a 0 W � W tii z� w �a Date: 08-24-16 Scale: I/4" = 1'-0" Drawn: MM/BGM t - Of Sheets