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HomeMy WebLinkAboutFoundation Plans & Details1■ STRUCTURAL NOTES: • SOIL BEARING CAPACITY MIN. 2500 PSF • ALL STRUCTURAL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. " ALL REINFORCING STEEL SHALL BE GRADE 60 MEETING ASTM SPECS A-615 • MIN. GONG. PROTECTION FOR RE -BARS: FIGS: 3" BEAMS: 1 \" SLABS: 1 " • LAP REINFORCING BARS 30INCHES MINIMUM EXPOSURE "C" - 170 MPH 3 SEC GUST N 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 SECURED 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 METAL SCREWS INTO AN INTERNAL ALUMINUM CORNER WITH .024 STUCCO COIL FOR THE FACE OF THE DOOR. ATTACHES TO FRAME WITH 2 STANDARD SCREEN DOOR OFFSET HINGES, STANDARD SCREEN DOOR LATCH FOR HARDWARE. . 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I " I -.- I - Y `�Y"1 118. 1 1 '+-q� I " i fl-- 1 " I �31 I -- II - r---- ' LO PROVIDE 3OX30 ALUM ACCESS � �-I--I---I---u--I---1---�--I---1---�--I---a--�- � I---a--�--�--1�-�---+---I--�--I---1--{--�--1---I--I--�- DOOR. I -ar' HYDRO VENT ( THIS SIDE I r1--- -- - --1 - 4-- -�--- i - --� - ��- —1�' A-- --� ---�---- 1- ---i t__r_y__t__r_y__t__fi_y__7_-r_-1-_7-'ll I �1 r- 1--t--r- 1--t--r- 1--t--r- 1--7--r- 1--7--r- - N —11-1-11—I-11—I—LJ—I J —1— 4- 1 —1_ L J -T- L J.-1 .1 _l —I_.L _l SECTION 13-13 SCALE: 3/4" = 1'-0" ATI'El'I'�11=N/', 2X SYPPROVIDE (2) #9 X 2-� DECK SCREWSTOE-NAILED AT EACH VERTICAL MEMBER OF KNEE WALL TIE DOWN STRAP PER SPECIFICATIONSWALL COMPLIES WITH UNIT MANUFACTURER'S PERIMETER WALL BLOCKING REQUIREMENT I-BEAMHYDRO VENT SEE PLAN 8"X8"X16"CBS BLOCK2X4 SYP KNEE WALL W/ STUDS 16" OC PIERSW/ Y4"xW TAP -CONS @ 24" OC (BOTTOM PLATE) W/ 2 COX PLYWOOD 4' SLAB W/ RB J a w SEE TIE -DOWN/ m > PIER REQUIREMENTS �.,�''`(r N F 0 s � 1 5/ly'x7" WEDGE CONCRETE THICKENED EDGE: MICS2 ANCHOR ANCHOR (RED HEAD] 8"D X SW W/ (11 #5 RB CONT (SEE DETAIL) „c;w 'reeor'o 16h5P5\ x SECTION A -A SCALE: 3/4" 1'-0" 11 TECH )N PART # 59002 STRAP/SWIVEL CONNECTOR 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 4511 OR LOWER STRAP ANGLE. -4_ 4 1 1 115'-d' . I 1 1 1 1 1 51-* 1 -�-1 -r-L-1-�1-4- J_ -I L.- _A.�.4-L-LJ_ 1-L-t_ -I--1-�r= t= n- -T-ror--r-r-rn T r-r -1--1-ZF-a-- 1 1' 1 01 I I I I I I I I I 1- -i-0-4-4 1 I 1 1 aII I I I I I I I I 1; I I I 1 I I I I 1 — — P.. POST P 37 " 7,�„ 4'-9„ LANDING HYDRO VENT - ; - - [3) THIS SIDE CROSS HATCHING 1„ 1" 1„ , 1„ DENOTES SO. FT. 1'-4' 4'-9 4-92 4'-9g 4-El 45 " 4'-92" 4'-41 4'-92" 1'-4" FOR VENT CALC'S HYDRO VENTS IN KNEE WALL TO BE ° n ° ° ° ° ° ° ° MODEL FFNF05 (67 SO. IN. NET) p \ PER 322.2.2. (11 SO. W. �` MICS2 ANCHOR p FOR EACH SQFT. OF I ---- ----� ------ ENCLOSED AREA. La jr --- - EACH VENT COVERS 220 SQ. FT. p PER PRODUCT APPROVAL. ' I -BEAM 1 PROVIDE Y' MACHINE BOLT THRU I -BEAM 1296 SO. FT. / 220 = 6 VENTS W/ (2) TIE DOWN STRAPS AT BOLT (2) MICS2 ANCHORS ATCONCRETE SHOWN I PER 408.2. EXCEPTION (1) SO. FT. PER 1500 SO. FT. OF FLOOR ARE I (SEE TIE DOWN ENGINEERING WITH VAPOR BARRIER. FOR DETAILED INFORMATION) (11 SO. FT. =144 SO. IN. NET VENT AREA IS67SO. IN. Q __ ___________ _____ ______ __ A 144/67=3VENTS ( E---®---------------------------®-� hoo ° __ ° ° DO ° 00 ° 00 ° 00 ° ml OT O 1 HOUR RATED WALL THIS SIDE WALL TO INCLUDE DENSGLASS SHEATHING IN LIEU OF PLYWOOD •.LLL4t� E:9 -Ta---- ----- ----_ ---- � I 1 PROVIDE Y2" MACHINE BOLT THRU ]-BEAM W/ (2) TIE DOWN STRAPS AT BOLT (2) MICS2 ANCHORS AT CONCRETE 1 AS SHOWN I (SEE TIE DOWN ENGINEERING FOR DETAILED INFORMATION) E _- --------e--- - - - --- �� hO u MICS2 ANCHOR I -BEAM do � L1' 4"L 4 1 4 1zu� 4 12 4 1 4 1z4 12n ab - 3 33Z Ems rah LB1 Architecture w"�,� JZed 6u!Afu+ ucuc z 80 TYP. MULTI -WIDE TI - ENT SCALE: 1/4" P-0" ■ 11M OM 5M OLD 1 lw, 1•�t 4'-6" 15'-0" 5'-0" _ 36" HIGH SECTION SEE STAIR DETAIL VINYL RAIL & DECK DETAILS TIE-DOWN/PIER SEE STAIR DETAIL SCALE: 1/4" = P-10" UNIT WT. 360 LBS 35.3 #�Fr CONDENSING UNIT n� II SIMPSON MSTC52 POST A 8X16 BLOCK PICKS I 4 COURSE . - CONCRETE (1) Y4" X 2Y4 LG. TARX)N PER BLOCK & [2) AT CON:RETE: 180 L88. PIER DETAIL S-BOLT 121 #14 SHEET METAL SCREWS TO CONDENSING UNIT. 200 L8. SHEER WORKING CAPACITY %'x7' WEDGE ANCHOR (RED HEAD) MICS2 ANCHOR BY: TIE DOLN ENC31NEERING MAX UPLIFT PER DEVICE IS 4,750 LEIS 1 X 2-/4" HAND RA N.T.S. 10 S.S.S. MIN. 2" EMBEDMENT. 4-REO'D. NOTES: 2-GALV.OLTS % -11 X 2-%4" LG W/ HEX. SO. NECK W/ NUTS TENSION BOLT LABELED (A) FOR FRAME ATTACHMENT ONLY. TENSION BOLT LABELED (8) FOR VERTICAL TENSION. COMPOSITE DECKING RAILING N.T.S. 2-#1 O X 1" NON -CORROSIVE S.M.S. @ EACH PICKET CONNECTION. TOP PLATE TO POST & POST TO CHANNEL W/ #10 X 1-Y2" S.M.S. IL DETAIL VINYL 2X2 RAIL POST ATTACHED TO VINYL CASTERS Ys" S.S.S. MIN. 1" EMBEDMENT. 4-REO'D. 2X6 SYP STRINGER 2X8 SYP DECK JOIST SUPPORT W/ [2) %" GALV LAG SCREWS AT GARAGE DECK OR (2) X' GALV MACHINE BOLTS AT EXTERIOR DECKS 2X COMPOSITE DECKING ATTACHED W/ (2) #10 GALV DECK SCREWS AT EACH BEARING POINT R322 OF THE 2017 (6TH EDITION) RESIDENTIAL BUILDING CODE. 4X4 SYP POST VINYL POST 2X6 SYP DECK VINYL RAIL JOISTS @ 16" OC 3-3/4" 2X6 SYP STRINGER m 2X8 SYP STRINGER VINYL PICKETS 2X COMPOSITE DECKING ATTACHED W/ (2) #10 DECK FRAMING SCREWS BEARING CK AT EACH BEARING POINT DETAIL EACH 2X12 SYP STRINGER SCALE: 1/4" F-0" 2X6 SYP STRINGER 2X12 SYP STEP SIMPSON LU28 AT STAIR Ll—.I 1X8 SYP W/ STRINGERS TO 2X8 DECK ccv DECK SCREWS JOIST SUPPORTS OR ms" (2) 3/e" GALV LAG SCREWS L X 3' GALV. AT STRINGER TO POST HEX SCREWS SIMPSON FACE MOUNT HANGER LU26 [LENGTH 2X6 SYP DECK JOISTS @ 16" OC VARIES 2X COMPOSITE DECKING ATTACHED W/ (21 #1 O GALV DECK SCREWS AT EACH BEARING POINT m I #8 GALV SCREWS (2) EACH SIDE 4X4 SYP POST ATTACHED TO CONC W/ SIMPSON A844 POST BASE DECK CONNECTION DETAIL SCALE: 1/2" " 1'-0" SIMPSON MTS12 STRAP CONCRETE Y2" WEDGE ANCHOR W/ 3' EMBEDMENT MIN 4X4 PT POST W/ SIMPSON AB44 STAIR DETAIL N.TS. TYPICAL ELEVATIONS FOR DECKS N.T_S. (FOR VISUAL PURPOSES ONLY) 4-REO'D. 3 ISLE APCONS TREAD + 1 " NOSE 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/ FEIC 2014 (5TH ADDITION) 5T. UCI CO ©N qPILDFE DIVI ION REVIEWED FOR v__ON )OB REVIEWVZ ED BY UST BE KEPT MADE PIAATNS AND PER M ON(5) WILL BE SITE OR NO INSPECT THIS SETUP HAS BEEN DESIGNED FI A FLOOD ZONE INSTALLATION DESIGN CODE FBC - 2017 (6TH EDITION) AA20003774 517 SW MALNILL AV[nU[ PORT SAM LUT rL. 54955 772-800-5700 wwwl-arkte(ture.(om OF FL tnG w c7sTERED PRC��� �G O II O 4 0 O Q J � E— ILJ U—) f-v= LII ~ 02 O a DO(U[AMT DATE:: DATE: REVlslons: n% TOM iPOQM A T MR U) L1J J LU G 0 J CE (j) Ir Q F- < Z rr O 0 Cn LE Ln W I- (n Cc Q ;CD < S Ca U) SHEET TITLE. FOUNDATION PLAN & DETAILS SHEET MAW s SCALE: 1/4" = P-0" SIMPSON ST18 STRAPS @ 24" O.C. W/ 10-1 Od NAILS EACH 2X4 SUB -FASCIA W/ 2X4 BLOCKING W/ 2-16d NAILS EACH END @ 24" O.C. 2-16d NAILS @ 12" O.C. TO GABLE END TR LADDER CONNECTION 2X4 X-BRACING @ 48" O.C. , MATCH EXISTING SIDING & VAPOR BARRIER w ON 5/e' COX PLYWOOD ON END TRUSS nnn nn TOP OF BEAM LI V 11 V I/ I VARES DOUBLE 2X6 STRAP EACH VERTICAL TOP PLATE TRUSS MEMBER TO BEAM W/ SIMPSON ST18 GABLE END CONDITION 20'-0" FASTEN STUDS TO (MIN 2X10 HEADERS W/ J2' DBL TOP PLATE W/ PLYWOOD FUTCHING FOR SIMPSON SPH6 FLUSH MOUNTING OF DRYWALL] FILL ALL HOLES W/ 1 Od NAILS DOUBLE TOP PLATE CONTINUE STRAPPING TOP PLATE ACROSS ❑❑ • I:I I:I 1 i HEADER @ 16" O.C. FASTEN JACKS TO WOOD HEADER W/ SIMPSON ST18 FILL ALL HOLES W/ 16d NAILS n . PROVIDE DOUBLE STUDS UNDER ALL BEARING WALL HEADER OPENINGS U.N.O. PROVIDE SINGLE STUD UNDER 5'-0' OPENING n PT WOOD BASE PLATE (SEE FLOOR PLAN) WOOD HEAD * WIRE NEW ELECTRICAL TO EXISTING PANEL. * ADDITIONAL LOAD DOES NOT EXCEED PANEL CAPACITY. FASTEN STUDS TO BASE PLATE W/ SIMPSON SPH6 FILL ALL HOLES W/ 10d NAILS R-30 INSULATION ER DETAIL DRYWALL CEILING— R-19 BATT. I C -- 5GALE: 1/4" = I'-O" Y2' DRYWALL 2X6 STUDS @ 16" O.C. R-19 3/4" T&G PLYWOOD SUB FLOOR -� — STRAP PER PLAN (SEE ROOF PLAN) FIBER GLASS SHINGLES ON 30 LB. TIN TAGGED FELT ON %" PLYWOOD ROOF ALL STUDS TOP & BOTTOM T TO HAVE SIMPSON SPH6 U-STRAPS T TOP TO HAVE DEL 2X6 PLATES ALUM. DRIP/ALUM. CLAD 2X6 FASCIA VINYL PERFORATED SOFRT. SEE ROOF PLAN FOR HEADERS 2x6 P.T. FLOOR JOISTS I W O,C, SEE SHEET S-1 FOR MORE INFORMATION VINYL SIDING ON 30 LB. FELT ON }2• PLYWOOD SHEATHING ALL STUDS TOP & BOTTOM TO HAVE SIMPSON SPH6 USTRAPS ATTACH BOTTOM PLATE TO OE WTFH j LAG BOLTS 36' O.C. CONCRETE THICKENED EDGE: 8"DX8'W W/ (1) #5 RB CONT . CONCRETE EXTENSION CJ'T I qf _ b .. m _ PLAN_ �Z_Al E: 1/4" _ I'-0 _ 2x6 SYP WOOD FRAMING EXISTING MODULAR ROOF PRE ENGINEERED ROOF TRUSSES, SEE SHOP OWGS -'xl 2 HDR PITCH ells HDR 11 1(2) 202 HDR Hard)ePlank® Lap Siding WATER RESISTIVE BARRIER HardieWrap m or Equivalent MIN-1 1/4" OVERLAP 1/2" EXTERIOR SHEATHING 4d SIDING NAIL b" O.C. PER FLM3192 S IDI i T AG I 1 1 IPA .1 1\,1T DETAIL SCALE: N.T.S. ALL WALL SHEATHING TO BE NAILED AS FOLLOWS: WINDOW BUCK DETAILS 4" OC W/ 1Od NAILS AT ALL EDGES TYPICAL ALUMINUM WINDOW 6" OC W/ 1 Od NAILS AT ALL INTERIOR JAMB ATTACHED TO STUDS PANEL BEARING POINTS PER PRODUCT APPROVAL DESIGN CRITERIA EXT'R DOOR DETAILS 11 PER FBC - 6TH EDITION DOORS BY DOOR MANUR 2) USE & OCCUPANCY R-3 ATTACHED TO STUDS 31 CONSTRUCTION TYPE V 4) RISK CATEG13pY I I PER PRODUCT APPROVAL ULTIMATE DESIGN WIND SPEED 160 51 EXPOSURE G SURFACE hoUGHNESS G_ 61 COMPONENTS & CLADDING (WORSE CASE) WALLS +54.4 -42.1 A LBt Architecture AA20003774 517 SW MULL A III POPT SAIM LUCID PL. 34953 772-800-5700 www1jar(hite(ture.(om OF PL � s O�fd 14248 c w� rsYPRED PRG�ti C 0 �1. 0 J LLJ ~ Ili �t �ED u✓ ~ 4 3E 02 0 DO(UA111T DATE:: DATE: REVISICIr15: m Tm WO s A DAR 1 dMg10 VPMTMR mmm 05272M i Wn anAsUM (OMMS oaauoro CA LIJ J Q CO LII 2 O = d- LLJ ❑ J Cr CA m } 11 CY) CDLLI W ❑ Cr z cr < 0 0 (7 � LLLL LLJ Ln iZ Q o I— CYJ co r SHEET TITLE: FOUNDATION PLAN_ .0