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Home My WebLink AboutMULTI-WIDE TIE-DOWNNOTE: THE FOUNDATION/PIER SYSTEM IS DESIGNED TO RESIST FLOOD ELEMENTS OF FLOTATION, COLLAPSE AND LATERAL MOVEMENT PER FEMA CRITERIA FOR EXPOSURE "D" LOCATIONS. CONCRETE FOOTING: 811D X 811W - W/ (1) 05 RE, CONTINUOS (ENTIRE PERIMETER) ZIG ZAG HATCHING DENOTES SQ. FT. FOR VENT CALC'S 0000 . A-' PROP LINE �. ... - . VINYL _ W FOR w OF ENCLOSED SQ. — 4" CONCRETE SLAB (3000 PSU OVER STRUCTURAL NOTES: 6" X 6" X 10/10 W.W,M, OR FIBRE MESH OVER + SOIL BEARING CAPACITY MIN. 2500 PSF 6 MIL POLYETHYLENE VAPOR BARRIER OVER + ALL STMCTURAL CONCRETE SHALL DEVELOP CLEAN, POISONED, COMPACTED (TO 2500 PSF A MIN. COMPRESSIVE STRENGTH OF 2500 PSI OR S5% DENSITY) FILL. A7 28 DAYS. THESE PLANS AND ALL PROPOSED WORK - ALL REINFORCING STEEL SHALL BE GRADE 60 MEETING AS'I'M SPECS A-615 ARE SUBJECT TO ANY CORRECTIONS - MIN. CONIC, PROTECTION FOR RE -BARS: REQUIRED BY FIELD INSPECTORS THAT FTGS- 3" BEAMS: 112" SLABS: P MAY BE NECESSARY IN ORDER TO + LAP REINFORCING BARS 30 INCHES MINIMUM COMPLY WITH ALL APPLICABLE CODES. 40'-0° EXPOSURE IICII - 110 MPH 3 SEC GUST 2X COMPOSITE DECKING A MINIMUM OF 4' CONCRETE 3'-0" FLATWORK BETWEEN MODULAR 3'-0" TO VENT UNIT t PROPERTY LINE. (NOT TO EXCEED PROPERTY LINE) TO VENT ATTACHED W/ e2) h0x3' GALV DECK SCREWS UNIT TO BE AT EACH BEARING POINT J--s �.1�_J.-.��-V-I-_�_i-I-+�-�-4--4-�-4_•_l-L_�_4-� �-��--4-��__I ��-i-��.-1 �` VENT 1055 SQ. FT. / 221 ■ 5 VENTS POST SYP BLOCKING FOR 2X6 SYP ANGLED STRING 2X6 SYP ANGLED STRINGER TIE-IDOWN/F1 SCALE: 1/4" = 1'-011 VINYL .Ws_ 1IT) L W-II" FLOOD 38'-6 VENT REQU I FRAME ATTACHMENT FOR FACTORY BRACKETS v" 2 SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE 1-15EAMS FACTORY FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO WALKED BRACKET THE FACTORY BRACKETS USING A J" GRADE 5 BOLT t NUT. ANCHORS/TIES MUST BE INSTALLED TO PROVIDE A 45. OR LOWER STRAP ANGLE. P-4" 5'-4" V-411 V-411 MINTS PART " DS002 STRAP/SWIVEL CONNECTOR W-4" 5'-4" TIED DOWN �D PROVIDE (2) +9 X 2-J" 2X6 SYP STRINGER - - +uF 2X9rP PECK SCREWS TOE -NAILED (2)" GALV LAG SGREUL° V AT EACH VERTICAL MEMBER 4 - T�- -- 4"�7 8 1'- _ OF KNEE WALL SIMPSON LU28 AT STAIR ii spy TIE DOWN STRAP STRINGERS TO 2X8 DECK t Ut u: PER SPECIFICATIONS WALL COMPLIES WITH UNIT JOIST SUPPORTS OR MANUFACTURER'S PERIMETER (2) 3fi" GALV LAG SCREWS W WALL BLOCKING REQUIREMENT AT STRINGER TO POST * 'I I ---- -----*--- �- - ------ f❑ LLrI y HYDRO VENT J' --�- �--- I -�-- SEEPLAN -L- a _'r _ all all 16" I 2X4 P.T. SYP KNEE WALL W/ STUDS I6" OC 4X4 PT POST W/ -- CBW/ Y4°x3" TAP -CONS * 24" OC S BLOCK SIMPSON AE44 ---- - -i -- o PIERS I I (BOTTOM PLATE) W/ 1j" COX PLYWOOD W/ 5/8" W/ VINYL LAP SIDING t 1'-0" 3'-0" 4" SLAB W/ RE,J I �j t SEE TIE -DOWN/ I m > PIER REQUIRIEMENTS 0 d1 t] W 9 CONCRETE THICKENED EDGE: I' - 1 ' MICS2 ANCSIT)OR �E 8"X 8"W W/ (1) S RE CONT u W w (SEE DETAIL) ANCHOR(RED HEAD 2X6 SYP DECK PROVID_ sE CT I O)4 -)4 JOISTS a 16" OC ACCESS E I `{ SCALE: 3/4" I'-0" 2X8 SYP OP STRINGER 4 4 mr- 2X6 SYP DECK JOISTS a 11111011 OC S NOTES: 2X COMPOSITE DECKING LENGTH VARIES ATTACHED W/ (2) Wx3" M 2-GALV. BOLTS °.fi"-II X 2-�14' LG. W/ HEX. 80. NECK W/ NUTS GALV DECK SCREWSAT EACH BEARING POINT SEE STAIR TENSION BOLT LABELED (A) FOR - DETAIL lm' FRAME ATTACHMENT ONLY. SYP TENSION BOLT LABELED (E) FOR SIMPSON FACE MOUNT 4X4 HANGER LU26 POST VERTICAL TENSION. SIMFOON MT612 4, A -BOLT B-BOLT 5/8"-II X 2-34° 2X& SYP D 4X4 JOIST SUPPORT W/ STRAP W SYP EBLOCKING (2) GALV LAG SCREWS FOR 2X6 SYP ANGLED STRINGER Hv --------------- -j AXIGI GYP ANGLED 08 GAL V SCREWS STRINGER V"O" WEDGE ANCHOR (RED HEAD) I I LJ 1" I I C52 ANC:HOfR BY: TIE DOWN ENGINEERING MAX UPLIFT PER � DEVICE IS 4,150 LBS 5'-4" ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ----------- ----------4s-?�------------ +c�' Cl' - 4 k- k------------ { [_r THESE PLANS AND ALL PROPOSED WORK 6 _0 O PROVIDE X/" MACHINE BOLT THRU I -BEAM ARE SUBJECT TO ANY CORRECTIONS R LESS W/ (2) TIE DOWN STRAPS SWIVEL CONNECTOR O REQUIRED BY FIELD INSPECTORS THAT WITH RADIUS CLIP (2) MICS2 ANCHORS AT CONCRETE MAY BE NECESSARY IN ORDER TO AS SHOWN COMPLY WITH ALL APPLICABLE CODES. p (SEE TIE DOWN ENGINEERING FOR DETAILED INFORMATION) o METAL ROOF PANELS ROOF UNDER SEPERATE PERMIT. WALL ATTACHMENT TO ROt)F PANELS ADDRESSED UNDER ALUM PERMIT i'""L-- 11 5 5¢f 4_g 5-8 ff 2 5,_. ® '_ ¢_g- ¢-9 co J ❑ ❑ ❑ ❑ ❑ ❑ u u, ❑ - ❑ `--- ❑ -- ❑ -- ❑ 1r- ��-- ------T" J ___ _ __---I -----------------_____� '------ _,` PROVIDE "MACHINE OLTTHRIBE� W/ (2) TIE DOWN STRAPS SWIVEL CONNECTOR OR LESS WITH RADIUS CLIP (2) MICS2 ANCHORS AT CONCRETE (SEE TIE DOWN ENGINEERING FOR DETAILED INFORMATION) (S S"°' ,0 FILE COPY r3------- ®� ----------------------------�------------- E`; C- ,{�lr L1} - ,a�- f�-------------'t� - -C-------------------- )�------------ EJ------------- ❑ ❑ ❑ ❑ a ❑ ❑ ❑ O'' 4" 4'-9" 4'-9" 4'-9" 4'-9" 4'-SH 4'-9" 4'-13" TYf=. MULTI -WIDE TIE -DOWN PLACEMENT. SCALE: 1/4" = 1'-0" CONCRETE (2) EACH SIDE Ni" WEDGE ANCHOR 4X4 SYP POST ATTACHED TO CONIC W/ 3" EMBEDMENT MIN W/ SIMPSON A544 POST BASE < CONNECTION DETAIL DEC< FRAMI SCALE. 1/2" - 1'-0" DEL 2X6 PT TOP PLATE ;EXISTING MODULAR MEHIND STORAGE SCALE: 1/4" - I'-0" N.TS. (FOR VISUAL PURPOSES ONLY) !TS 2XI2 SYP STRINGER 2XI2 SYP STEP IXS SYP W/ DECK SCREWS Ws," X 3" GALV. HEX SCREWS 4-REQ'D. R INGLE APCONS + READ STAIR DETAIL N.T.S. PROVIDE (3) "10x3" DECK SCREWS At EACH 2X6 SYP DECK JOIST TO ANGLED 2X6 SYP STRINGER j f+ 2X COMPOSITE DECKING..r',yZ_�,, ATTACHED W/ (2) 010x3�+'i- GALV DECK SCREWS AT EACH BEARING POINST. LUCIE COUNTY BUILDING DIVI REVIEWED F12, 4EIZIMIT COMPLIANCE. REVIE D$ DATE G PLANS AND MUST BE KEPT ON OB SITE OR NO INSPECTION(S) WILL BE MADE in WINDOW SUCK DETAILS TYPICAL ALUI" IINUI I UJINDOW JAl" IB ATTACKED TO STUDS PER PRODUCT APPROVAL EXT1R DOOR DETAILS DOORS 5Y DOOR 1" 1ANUF. ATTACKED TO 6TUD5 PER PRODUCT APPROVAL ETAIIs FILE COPY HANDRAIL BRACKETS OR BALUSTERS SCANNED SHALL NOT BE CONSIDERED TO BE By OBSTRUCTIONS To GRASPAWLITY. St, Luelp1^nu! / 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/ 144" TO 2" DIMENSION. NOTE: GUARDRAIL SHALL COMPLY W/ FBC - 5T14 ADDITION 2-"10 X P NON -CORROSIVE - -I A SMS. a EACH PICKET POST �� I-■ CONNECTION. WIND AGAINST FACE OF UNIT: PICKET I TOP PLATE TO POST t 28b25 x 46 = 102 80. FT, x 45 PSF. III459 LB. UPLIFT I POST TCHANNEL W/ 144 O10 X I-)1" SMS. 45S - 360 LB. UNIT - 'Be LIES. UPLIFT ASSUMING EQUAL LOAD DISTR. I TAPCON WILL HOLD 180 LBS. AND 2 SCREWS WILL HOLD 200 LBS. HAND %� I L DETAIL. AT EACH OF THE 4 CORNERS. /-'-1 THEREFORE STRAP, TAPCON AND SOWS WILL HOLD UNIT IN PLACE. N.TS. A 4" SLAB, 42" X 52" WEIGHS I95 LBS. VINYL 2X2 RAIL POST ATTACHED TO VINYL !� 010 S.S.S. MIN. CASTERS 2" EMBEDMENT. S.S.S. MIN. P EMBEDMENT. 4-REQV. 2X6 SYP 2X6 SYP DECKING STRINGER BALL LUl'��3ER SHALL �E SYP PRE55URE TREATED INOO RAILING SASE NITS SECTION 5_5 6CAUS, I/!' - I'-O- SIMPSON SPI-I6 AT EACH STUD 2X6 PT WALL W/ STUDS Is 16" OC MATCH EXISTING SIDING t VAPOR BARRIER ON W PLYWOOD ON 2X6 PT WALL SIMPSON SPH6 AT EACH STUD 2X(v PT BOTTOM PLATE W/ Wxw WEDGE ANCHORS a 30" OC W/ 3"x3"W4" WASHERS EXISTING SLAB , ALL MATERIAL 5ELOW FLOOD MUST 5E COr , UJIT�4 FLOOD RESISTANT MATERIAL, IN ACCC SECTION R322 OF THE 2011 RESIDENTIAL 5U ILD ING CODE. < THIS SETUP HAS BEEN DESIGNED FOR A FLOOD ZONE INSTALLATION DESIGN CRITERIA PER F8C - 2011 &TH EDITION REVISIONS BY PER BLDG. J8 DEPART. 1/21/I PER BLDG. JB DEPART. 8/5/18 O v U N a T r--� A 9� a W o w I� C13 0 a w F W 1 w w° q W W 1--1 Y-1 w 04 00 03 0 0 �z�11 �I 1.4 04 Date: 0T-11.2018 Scale: 1/4" - 1'-0" Drawn: MM/BGM J o b: 5 STAR LOWREY Sheet: Of Sheets