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HomeMy WebLinkAboutDesign CodeREVISIONS I BY j STRUCTURAL NOTES: * SOIL BEARING CAPACITY MIN. 2500 PSF * ALL STRUCTURAL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRE)skaTH OF 3000 PSI AT 28 DAYS. ALL REINFORCING STEEL SHALL BE GRADE 60 NOTE: * MEETING ASTM SPECS A-6>15 CONC. PROTECTION OR RE -BARS: THE FOUNDATION/PIER SYSTEM IS DESIGNED FTG5: 3" BEAMS: 1112" SLABS: I" TO RESIST FLOOD ELEMENTS OF FLOTATION, LAP REINFORCING BARS 30 INCHES MINIMUM COLLAPSE AND LATERAL MOVEMENT PER EXPOSURE IIGII - 160 MPH 3 SEC CRUST FEMA CRITERIA FOR EXPOSURE "D" LOCATIONS. HYDRO VENT SKIRTING (2) THIS SIDE " a" 8" 5'-4" 8" 5'-4" a" 5'-4" a" 3'-4" 8" 3'- " 8" 5'-4" 8" 5'-4" 18116511. — — — — r- ----0uv" ----- - --- ------`-- -- ----- - -- - --- ------------- ------ --- - _ — — — — — — — — 3 — — — — 3 _ n O _ - • Loj O I O O O f L011 LQ I LI I 8"x8" CONCRETE FOOTING l W/ (1)05 RB CONTINUOUS all X all X 16" CBS BLOCK PIERS I i 1 4"`CONCRETE SLAB (3000 PSI) OVER �p _ p� HOME i I IANUFACTUREP OME 6" X ° X 10/10 W,IU,M. OR RERE MESH OVER -6, MIL-15OLYETHYLENE VAPOR BARRIER OVER II ° 8'. - 4'-a" CLE ;, POISONED, COMPACTED (TO 2500 PSF - OR SE,% DENSITY) FILL. 1 o I UWco,�ItiUI ll 170 F0 ` mN X O g-- OVER D ECK 3' BY -- ---- -------- --------- 0 iv i+1 PER 322.2.2. (1) SQ. IN. FOR EACH 50. FT. OF ENCLOSED AREA. EACH VENT COVERS 145 SQ. FT. PER PRODUCT APPROVAL. 531 SQ. FT. / 145 = 4 VENTS PER 408.2. EXCEPTION (1) SQ- FT. PER 1,500 SQ, FT. OF FLOOR ARE WITH VAPOR eARRfER. (1) SQ, FT. = 144 SQ. IN. NET VENT AREA IS 61 SQ. IN. 144 / 6i = 3 VENTS 2X COMPOSITE DECKING 2X COMPOSITE DECKING ATTACHED W/ (2) MO I' GALV DECK SCREWS GALV DECK SCREWS JI AT EACH BEARING POINT = - e AT EACH BEARWW POMT it N n > SEE STAIR DETAIL SEE STAIR DETAIL 36" HIGH VINYL RAIL SET IN FIELD V-2j" j n 25'-0" 2X6 SYP DECK 2X8 SYP DECK JOISTS a 16" OC JOIST SUPPORT T I E � E SCALE: 1/4" - P-0" 4X4 SYP POST ON EXISTING CONCRETE OR PROVIDE Wx8"xa" CONCRETE PAD 3' 6 ALL FLOOR SHEATHING TO BE NAILED AS FOLLOWS: 2X6 SYP STRINGER 4" OC W/ 10d NAILS AT ALL EDGES INDOOR / OUTDOOR CARPET ON 6'' OC W/ 106 NAILS AT ALL INTERIOR 3/4" CDX PLYWOOD SHEATHING PANEL BEARING POINTS ON 2X FRAMING UNIT TO BE TIED DOWN 2X SYP PROVIDE SIMPSON 6PI44 U-STRAPS AT EACH STUD (TOP 4 BOTTOM) TIE DOWN STRAP DENSGLASS UNDER SIDING TO MATCH PER SPECIFICATIONS J WALL COMPLIES WITH UNIT MANUFACTURER'S PERIMETER I -BEAM WALL BLOCKING REQUIREMENT all ll e x a x 16 J HYDRO VENT CBS BLLIOCCKK SEE PLAN J PROVIDE 5/5" TOUGHROCK FIRE GUARD GYP. BOARD 4" SLAB W/ RB xy (BOTH SIDES OF WALL) SEE TIE -DOWN/ J F M PIER REQUIREMENTS O 2X4 SYP KNEE WALL W/ STUDS • 16" OC xT WEDGE W/ Y4"x4" TAP -CONS ® 12" OC (BOTTOM PLATE) MICS2 ANCHOR ANCHOR (RED HEAD) 4 (2) 010x4" SCREWS (TOP PLATE) (SEE DETAIL) CONCRETE FOOTING: 8"D X 8"W W/ (1) 05 RIB CONT SECTION A - SCALE: 3/4' = 1'-0" TYPIC)4L ELEVATI N.T.S. (FOR VISUAL PURPOSES ONLY) WIND AGAINST FACE OF UNIT: 40' 28.62� x 46 = 102 SQ FT. x 45 P.SF. = 459 LB. UPLIFT 10 5'-4 5'-4 5'-4 3'-2 3'-2 5'-4 5'-4 5'-4 10 4ES - 360 LB. UNIT = 99 LBS. UPLIFT ASSUMING EQUAL LOAD DISTR. - - - — - TAF_ WILL HOLD 180 LBS. AND 2 SCREWS WILL HOLD 200 LBS. �° ❑ ❑ ° ❑ ° ° AT EACH OF THE 4 CORNERS. - p p A MICS2 ANCHOR/ Q o� /p '•- ---- ---- - --- --- ---- - -- ---- ----- --- -------`--, I THEREFORE STRAP, TAPCON AND SCREWS WILL HOLD UNIT IN PLACE. �-- - - - =---� 2' 0I-BEAM 2' 0" A 4" SLAB, 42" X 52" WEIGHS 195 LBS. , PROVIDE Yi „.MACHINE -BOLT THRU'I-BEAM _ W/ (4) TIE DOWN STRAPS AT BOLT (4) MIC62 ANCHORS AT CONCRETE AS SHOWN (SEE TIE DOWN ENGINEERING UNIT WT. 360 LBS. 2 -0 FOR DETAILED INFORMATION) 35.3 */FT - I BEAM 0. I ��--- ---------------- ------------------------,------------------------------------------------ p O MICS2 ANCHOR CONDENSING UNIT Ff 0 .� I Ia), W-4" 5.4" 4'_1" 51_411 V-4" _9„ I I �G I I I I SIMPSON MSTC52 SIMPSON FACE MOUNT HANGER LU26 2X COMPOSITE DECKING 2X6 SYP DECK OR f JOISTS s 16" OC 3/4" CDX PLYWOOD SHEATHING LENGTH VARIES 1 r 14 SIMPSON MT8I2 _ STRAP 2X8 SYP DECK JOIST SUPPORT W/ (2) %" GALV LAG SCREWS AT GAR4r4E DECK OR (2)Ya" GALV MACHINE BOLTS AT EXTI RIOR DECKS --------------------- -"J 08 GALV SCREWS CONCRETE (2) EACH SIDE V' WEDGE ANCHOR 4X4 SYP POST ATTACHED TO GONG W/ 3" EMBEDMENT MIN W/ SIMPSON A544 POST BASE DECK CONNECTION PETAL SCALE: 1/2" = 1'-0" VINYL POST VINYL RAIL 4 m 2X COMPOSITE DECKING 3- 3/4 ATTACHED W/ (2) +10 MA GALV DECK SCREWS AT EACH BEARING POINT VINYL PICKETS 2X6 SYP STRINGER > •I I i (2) /e" GALV LAG SCREWS i DECKS ' SIMPSON LU28 A7 STAIR STRINGERS TO 2X8 DECK JOIST SUPPORTS OR (2) %" GALV LAG SCREWS AT STRINGER TO POST m + L 4X4 SYP POST W/ SIMPSON A9544 NOTE • } 2 RISERS 8 l TROD °----------------�------- ------ --- ----- - NOT LESS THAN �4" NOT MORE THAN'REP corlcRETE TREAD 10 +-1.0 +10 = 24.0 STAIR DETAIL T'*T---f=. TIE-E)OWN FLACE�IENT SCALE: 1/4" = 1'-0" A -BOLT I 3/a"x 1" WEDGERED HEAD) —\,I I I LJ B-BOLT /� 5/8"-II X 2-"�4° / NOTES 2-GALV. BOLTS %"-II X 2-V4!' LG. W/ HEX. SQ. NECK W/ NUTS TENSION BOLT LABELED (A) FOR FRAME ATTACHMENT ONLY. TENSION BOLT LABELED (B) FOR VERTICAL TENSION. I C%52 AN C H QR 5Y: TIE DOWN ENGINEERING MAX UPLIFT PER DEVICE IS 4,150 LBS P�� yik P�� J I I f 8XI6 BLOCK (I I G 4 COURSE a• II � CONCRETE (1)Y4"X24"L ilill"rx A 4 (2) (2) 014 SHEET METAL \/ SCREWS TO CONDENSING PER BLOCK UNIT. 200 LB. SHEER :TE: 180 LBS. WORKING CAPACITY A/C TIE —DOWN DETAIL POST PICKE• 2XI2 SYP STRINGER 2X COMPOSITE DECKING ATTACHED W/ (2) MO GALV DECK SCREWS AT EACH BEARING POINT IXa SYP W/ DECK SCREWS %" X 3" GALV HEX SCREWS 4-R9Q'D i- RISER ALUM. ANGLE W/ %" TAPCONS THESE PLANS AND ALL PROPOSED WORK ARE SMECT TO ANY CORRECTIONS REWRED Ff PIELA INSPECTORS THK, MAY SE NECE IN 0MERTO 2-010 X P NON -CORROSIVE CpP� MTHAUAPP{1CAS�� +� S.M.S. i EACH PICKET CONNECTION. TOP PLATE TO POST 4 POST TO CHANNEL W/ »10 X 1416" SMS. V BI ND RAIL DETAIL coNCEa�EQFasrE E AIE o�s . - lalmoF N T.S. _ OFA�'Qg�g VINYL 2X2 RAIL POST ATTACHED TO VINYL 010 2" EMBEDMENT. MN.a CASTERS 4-REQ'D. © 2 —� Ye" SSS. MIN. I" EMBEDMENT. ST. LUCIE COUNTY C 4-REQ'D• BUILDING DIVISION REVIEWED COMPOSITE 2X6 SYP FOR CO E DE:aKIUG STRINGER REVIEWED BY DATE PLANS -AND PERMIT //�� s //�� E. MUST BE KEPT ON JOB OR Jet I L• I NCB l�t5 NO INSPECTION WILL 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 I HANDRAIL HAS CIRCULAR CROSS-SECTION W/ 1-)4" TO 2" DIMENSION. NOTE: GUARDRAIL SHALL COMPLY W/ FBC 2010 THIS SETUP HAS BEEN DESIGNED FOR A FLOOD ZONE INSTALLATION l�ECEI -D NtlU 911m14 DESIGN CODE FSC 2010 . i i W p® W � rw M•W E-I E-I Z Date: 09-15-14 SCOIe: 1/4" = 1'-0" Drawn: MM/BGM Job: FEATHERER 3 Sheet: I Of 1 Sheets