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HomeMy WebLinkAboutFoundation Plan & DetailsSTRUCTURAL NOTES: • SOIL BEARING CAPACITY MIN. 2500 PSF • ALL STRUCTURAL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH OF 3000 P51 AT 28 DAYS. • ALL REINFORCING STEEL SHALL BE GRADE 60 MEETING ASTM SPECS A-615 • MIN. CONC. PROTECTION FOR RE -BARS: FTGS:3" BEAMS: 1\" SLABS:1" • LAP REINFORCING BARS 30 INCHES MINIMUM EXPOSURE "C" - 170 MPH 3 SEC GUST NOTE: THE FOUNDATION/PIER SYSTEM IS DESIGNED TO RESIST FLOOD ELEMENTS OF FLOTATION, COLLAPSE AND LATERAL MOVEMENT PER FEMA CRITERIA FOR EXPOSURE "C" LOCATIONS. ACCESS DOORS TO BE BUILT ON A 1" X 2" OPEN BACK FRAME SECUF WITH #1 O X 2" SHEET METAL SCREWS, WITH A HALF-Z WRAP [#8 X 3/4" TEKS ON THE FACE); DOOR SLAB IS SCREEN DOOR MAINFRAME #1 O X 1"SHEET META SCREWS INTO AN INTERNAL ALUMINUM CORNER WITH .024 ST CC COIL FOR THE FACE OF THE DOOR. ATTACHES TO FRAME WITH 2 STANDARD SCREEN DOOR OFFSET HINGES, STANDARD SCREEN 0 LATCH FOR HARDWARE. . FRAME OUT PIERS & UNDERSIDE OF MODULAR HOME W/ 2X4 PT W/ 5/B" TOUGHROCK FIRE GUARD GYP. BOARD [BOTH SIDES OF WALL) (U305) 1 HOUR WALL CONCRETE THICKENED EDGE: B"DXB'WW/ (1) #5 RB CONT CONCRETE EXTENSION G REQUIRED ALONG ENTIRE 6" LENGTH OF CARPORT (FOR FUTURE IMPROVEMENT) SECTION B-B SCALE: 3/4 1'-0" 2X SYP - TIE DOWN STRAP - PER SPECIFICATIONS I -BEAM ` 80 X8'XIB"- CBS BLOCK PIERS 4" SLAB W/ RB SEE TIE -DOWN/ PIER REQUIREMENTS MICS2 ANCHOR (SEE DETAIL) 5 NT' WEDGE - ANCHOR (RED HEAD) B 1„ q'82 3'_6" /DETAIL,,,q Ii i�l I- I i irn r T- i ilR,I 'An1 Mall_ L —I -I I 11 37'-5" I I I I I ) I t l I I I I I I I I 1 I I I 1 I I I 1 1 I I I CU ' I i I I i I I i I I i 1 1 I 1 1 1 I 1-7 I 1 6 I I I I tit� 1LL I 8"M12°CONCR FOpTIN yl I I I I I I I I -L-J L L-J__L—L- i I I I I I I- I I I I I I I I I I I I 1 1 1 I i I I I ❑❑ __ I © I I I- I I ❑ I I I I I f 1 I I I I I 1 1 I i — -- +--+——--+--1 —�--+ — + ©� —+--� —�--+ ❑ 11❑1 I I Iv © I I1 I I O I' I I 1 I❑i I I -I I© I I 1 1 1{ 1 1 I I I I I I I I I I r -r� -- - r-�--r----1--r--r--r--r--r - --r--r -Tara r--r-�--r--r--r--r-�--r--r 3'-1 O" e- I I 5 -0" I I 15'-0 I I I 5 L1 [ " i I -0" 1 I 5'-0" I i 401 .I.©- I I I I © I 1 I I I © I 1 I 1--i❑ � I i lr 1 © I I I I I L -H--+---H--1--F---T--+--I---1--1-- I I 1 i I 1 i i I I I ' --i - '--' - I i-- i --L- Taal - I---+--+-+T----+--� -I--+-----+--I-- 37'-11' TIE-DOWN/PIER REQUIREMENTS I2�A TO BE `UNIT TIED DOWN PROVIDE [21 #9 X 2" DECK SCREWS TOE -NAILED AT EACH VERTICAL MEMBER OF KNEE WALL WALL COMPLIES WITH UNIT MANUFACTURER'S PERIMETER WALL BLOCKING REQUIREMENT HYDRO VENT SEE PLAN 2X4 P.T. SYP KNEE WALL W/ STUDS @ 16° OC W/ Ya°x3" TAP -CONS @ 24' OC I [BOTTOM PLATE) W/ A° P.T. PLYWOOD W/ 5/8" CEM NT BOARD W/ HARDI LAP SIDING XX Q�Z �mj N00 L I .I n CONCRETE THICKENED EDGE: 7 B'D X 8"W W/ [11 #5 RB CONT / n I o 0, QS�J ^65 SCALE: 3/4" = 1'-0" 11 TECH D CONDENSING UNIT (3) SELF TAPPING METAL SCREWS 3/s' X 1-1/4' TAPCON A/C TIE -DOWN DETAIL CONCRETE PAP PART # 59002 STRAP/SWIVEL CONNECTOR FACTORY J U WELDED BRACKET FRAME ATTAC MENT FOR FACTORY BRACKETS SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE I -BEAMS FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO THE FACTORY BRACKETS USING A 2" GRADE 5 BOLT & NUT. ANCHORS/TIES MUST BE INSTALLED TO PROVIDE A 45 ❑ OR LOWER STRAP ANGLE. [analaalma UNIT WT. 360 LBS. 35.3 #�FL CONDENSING UNIT SIMPSON MSTC52 8X16 BLOCK G 4 COURSE 1 LANDING PROVIDE 4" FLAT WORK FOR STAIRS V-4' L 5'-10" 5'-10" 5'-10" U-10' L 5'-10" 5'-10" 1'-4" MICS2 ANCHOR i —____qq ___--___—_�--__—___ °-I I I 6'-D I -BEAM PROVIDE Ye" MACHINE BOLT THRU I -BEAM PROVIDE )[2" MACHINE BOLT THRU I -BEAM MAX W/ (2) TIE DOWN STRAPS AT BOLT W/ (2) TIE DOWN STRAPS AT BOLT (2) MICS2 ANCHORS AT CONCRETE (2) MICS2 ANCHORS AT CONCRETE AS SHOWN AS SHOWN [SEE TIE DOWN ENGINEERING (SEE TIE DOWN ENGINEERING ' FOR DETAILED INFORMATION) FOR DETAILED INFORMATION] ______9______Fo ________- O O O O O O O o 0 E: x-."4__ ----- I , PROVIDE Yz° MACHINE BOLT THRU I -BEAM PROVIDE Yz" MACHINE BOLT THRU I -BEAM MAX W/ (2) TIE DOWN STRAPS AT BOLT W/ [2) TIE DOWN STRAPS AT BOLT MAX (2) MICS2 ANCHORS AT CONCRETE AS SHOWN (2) MICS2 ANCHORS AT CONCRETE I AS SHOWN , A�—®--(SEETIEDOVVNTIG---®--- ---TIE DAOWN ENGINEEFI[NG --- �i� ❑ I -BEAM ' B o n B B El0 MICS2 ANCHOR 5'-11" S-11' 5'-11" 5'-11" 5'-11" 5'-11" 11-4111 CROSS HATCHING DENOTES SQ. FT. FOR VENT CALC'S HYDRO VENTS IN KNEE WALL TO BE MODEL FS 160B (80.7 SO. IN. NET) PER 322.2.2. [1) SO. IN. TYP. M FOR EACH SO. FT. OF ENCLOSED AREA. SCALE: 114" = 1'-0" EACH VENT COVERS 80 SO. FT PER PRODUCT APPROVAL. 700 SQ FT / 80 = 9 VENTS ULTI-WIDE TIE -DOWN PLACEMENT ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED PER 4D8.2.EXCEPTION [1]SQ. FT. WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH PER WITHV VAPOR BARRIOF ER. FLOOR ARE SECTION R322 OF THE 2017 (6TH EDITION) RESIDENTIAL BUILDING CODE. WITH VAPOR BARRIER. (1 ] SQ. Fr. = 144 SQ. IN. NET VENT AREA IS 80 SO. IN. 4X4 P.T. POST VINYL PCT;F 144 / 80 = 2 VENTS ,> I i 2X6 P.T. DECK VINYL RAIL JOISTS @ 16" OC 19 2X COMPOSITE DECKING i i i i m 3-3/4"ATTACHED W/ [2) #1 O 2X6 P.T. STRINGER o GALV DECK SCREWS AT EACH BEARING POINT 3'�• m \ / [2) 014 SHEET METAL \/ SCREWS TO CONDENSING (1) Y4" X 2Y4"LG TAPCON PER BLOCK UNIT. 20D LB. SHEER 2-# 10 X 1 NON -CORROSIVE 6 (2) AT CONC.FETE: 180 LBS. WORKING CAPACITY 111111 S.M.S. @ EACH PICKET POST imlls I CONNECTION. PIER DETAIL I lkI PICKET i TOP PLATE TO POST & POST TO CHANNEL W/ B-BOLT 5/8"-11 X 2-3 a" #10 X 1-Yz" S.M.S. NOTES: HAND BALL DETAIL 2-GALV. BOLTS %'-11 X 2-Y4' LG. W/ HEX. SO. NECK W/ NUTS N.T-S. TENSION BOLT LABELED [Al FOR 2X8 P.T. STRINGER VINYL PICKETS 2X COMPOSITE DECKING ATTACHED W/ (2) #1 O DECK FRAMING GALV DECK DETAIL AT EACH BEARINGPOENT 2X12P.T. STRINGER SCALE: 1/4" = 1'-0° 2X12P.T. STEP 2X6 P.T. STRINGER •i SIMPSON LU28 AT STAIR 1 X8 P.T. W/ STRINGERS TO 2X8 DECK ICU DECK SCREWS JOIST SUPPORTS OR m (2) %' GALV LAG SCREWS s" X 3' GALV. AT STRINGER TO POST HEX SCREWS 4-REQ'D. RISER 4X4 PT POST W/ SIMPSON A844 ., SIMPSON FACE MOUNT HANGER LU26 F2X6 P.T. DECK JOISTS @ 16" OC LENGTH VARIES SIMPSON MTS12 STRAP 1 1 FRAME ATTACHMENT ONLY. 2X8 P.1. ULCK JUIST -� %'x7' WEDGE ANCHOR I G'r [RED HEAD) TENSION BOLT LABELED (B) FOR SUPPORT W/ [2) %" GALV LAG SCREWS VERTICAL TENSION. #10 S.S.S. MIN. � VINYL 2X2 RAIL POST ATTACHED TO VINYL CASTERS AT GARAGE DECK OR [2) )[2• GALV MACHINE BOLTS ATEXTERIOR DECKS _ — _ _ — — _ — — — \ L-J 2" EMBEDMENT. 4-REO'D. MICS2 ANCHOR / CONCRETE ) EYam MBEDMMENTENT..1" EMBE. BYTIE DOWN EN(SINEERING MAX UPLIFT PER NICE IS 4.750 LBS COMPOSITE DECKING RAI LI N.T.S. 4-REO'D. )[P" WEDGE ANCHOR W/ 3" EMBEDMENT MIN 2X6 SYP STRINGER 2X COMPOSITE DECKING ATTACHED W/ [21 #1 O GALV DECK SCREWS AT EACH BEARING POINT [A1 #B GALV SCREWS (2) EACH SIDE 4X4 P.T. POST ATTACHED TO CONC W/ SIMPSON AB" POST BASE DECK CONNECTION DETAIL SCALE: 112" I'-O" GEE APCONS TREAD + 1" NOSE STAIR DETAIL NOTE: HANDRAIL BRACKETS OR BALUSTERS N.T.S. 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 2017 (6TH EDITION) REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY TYPICAL ELEVATIONS FOR DECKS BOCIC N.T.S. (FOR VISUAL PURPOSES ONLY) THIS SETUP HAS BEEN DESIGNED FOR A FLOOD ZONE INSTALLATION DESIGN CODE FBC - 2017 (6TH EDITION) LB! Architecture AA20003774 517 SW MULL AV[nU[ POPT SAIM LUCIc rL. 34955 772-800-5700 www.lbar(hite(ture.(om OF FL0� ®L O 11 , o_J 4 �1 I F. F— if �l Lv O [� 00 N—) oOJ o I— /'� F d v w✓ Q 0 a DO(UM I"IT DATE:: 11.5.2020 PEVlslons: nt TM MOWvuuT w,ie i aw>am W PARK anIMM 2102= Co LLJ —__I Q Cn LU = d' ❑ � Cr) _J M W ® LD w ❑ °C z Ir 0 O C!] LE L6 W I— (1) Ir Q - P'i V' Co Co St1[[T TITLE: FOUNDATION PLAN & DETAILS St1[[T 17UM6[P