HomeMy WebLinkAbout16040158 Building Plans_,� T/ KITGHEN GEILING
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GEN�R,�L �R,�M I NG NOTES
� ALL DIMEN510N5 ARE TO ROUGH (2x4 5TUD5 U.O.N.)
* ALL AN6LED WALLS � 45° U.O.N.
I. ALL TRADES MUST GOMPLY WITH 05HA STANDARDS.
2. ALL TRADES MlJST GONPOi2M TO GURRENT �XISTING GODES APP�YItyG TO THIS PROJEGT.
3. GARPENTERS TO YERIFY ALG DIMEN510N5 8 GONDITIONS BEFORE EXEGUTIN6 ANY WORiC. REPORT ANY
DISGREPANGIES AT ONGE. DO NOT SGALE DRAWIN65. USE FIGURED DIMENSIONS ONLY.
4. THE CANIRAGTOR NNST GfiEGK AI_L DIMEN510N5, DETAILS 8 JOB 51TE GONDITIONS, AND BE RE5PON51BLE FOR THEM.
5. ALL FRAMIN6 TO MEET APPLIGABLE LOADS ffi 5PAN5, INGLUDIN6 FINISH FLOORING.
6. DE51GN LOADS:
L/360 TOTAL LOAD DEFLEGTION
LIVE LOAD DEAD LOAD
EXTERIOR BALGONI�S 60 P5F 10 P5F
DEGKS 40 PSP 10 PSF
UPI'ER ROOP 30 i'SF 10 P5F
LOWER ROOP 50 P5P 10 f'SF
ATTIG WITH STORAGE 20 P5F 10 f'SF
SLEEPING ROOMS 30 P5F 10 P5F
ROOMS OTHER THAN 51..EEPING ROOMS 40 PSP 10 PSF
l. EtyGINEERED LUMBER SFfALL NOT B� GUT, DRILLED Ofi2 NOTGHED UNLE55 SPEGIPIGALLY INGLUDED IN THE D�51GN.
8. EXTERIOR WALL OR BEARING PARTITION S�: MAY BE GUT OR NOTGFIED TO A DEPTH NOT TO EXGEED 25�
OF A 51H6LE STUD WIDTH.
tkNY STUD MAY BE BORED Oi2 DRIL�ED, PROYIDED THAT THE
DIAMETER OP THE RESULTING HOLE IS NO GREATER THAN 40�
OF THE STUD WIDTH, THE ED6E OF T'H� HOLE IS � GLOSER THAN 5/8"
TO TH� ED6E OF ThfE STUD, 8 TME FfOLE (S NOT LOGATED IN THE
SAME SEGTION A5 A� GUT OR HOTGH.
EXG�PTIONS: ,4 STUD MAY BE BORED TO A DI,4METER HOT EXGEEDING 60:K
OF IT5 WIDTH, PROVIDED THAT SUGH 5TUD5 ARE DOUBLED 8 THAT
NOT MORE THAN Tt^l0 SUGGE551YE 5'NDS ARE BORED.
APPROYED STUD 5HOE5 MAY BE USED WHEN INSTALLED IN AGGORDANGE
WITH T}iE MANUFAGTURER'S RECAMMENDATIONS.
4. INTERIOR NON-BEAi�ING FAi2TITION 5TUD5: MAY BE GUT OR NOTGHED TO A DEPTH NOT TO EXGEED 40�
OF A 511y6�E STUD WIDTH.
ANY STUD MAY SE BORED Oi? DRILLED, PROVIDED THAT THE
DIAMETER OF THE RESULTING HOLE IS NO GREATER THAN 40�
OF THE 5TUD WIDTH, THE ED6E OF THE HOLE 15 � GL05ER THAN 5/8"
TO THE ED6E OP THE STUD, � THE HOLE 15 NOT LOGATED IN THE
SAME SEGTION A5 A GUT OR HOTGH.
EXGEPTIONS: APPROVED STUD 5HOE5 MAY BE USED WHEN INSTALLED IN AGGORDANGE
WITH THE MANUPAG?URER'S REGOMMENDATIONS.
10. GARPENTER TO VERI�1' WITFf GONTRAGTOR IP .lOIST SPAUN6 15 TO BE GHAN6ED TO 12" O.G. UNDER GERAMIG TILE
FLOOR AREAS.
II. GARPENTER TO VERIFY WITH GONTRAGTOR IF .1015T SPAGIN6 15 TO BE GHAN6ED TO 12" O.G. UNDER TUB AREA5.
12. DOUBLE FRAMING MEMBERS (MINIMUM) A120UND OPENINGS IN 1200F5 , FLOORS, GEILINGS, UNDER BATHTUBS 8 SHOWEi25,
AND UNDER PARTITIONS PARALLE� TO J015T5.
13. ALL HEADERS TO BE 3-2x10 (MIN.) IN 2x6 STUD WA�L, AND 2-2x10 (MINa IN 2x4 STUD WA�L UNLE55 hIOTED OTHERWISE.
PROVIDE (2) TWO .lAGK 5ND5 (MIN.) BELOW ALL OPENIAIC�S 6'-O" AND WIDER.
14. PROVIDE METAL .1015T HAhl6ER5 AT STAIRS d ALG FGUSH-FRAMED MEMBERS.
15. MAINTAIN A MINIMUM OF 2" GLEARANGE BETWEEN FLUES 8 FRAMING MEMBERS.
Ib. MAINTAIN A MINIMUM OF 2° GLEARANGE BETWEEN FRAMING MEMBERS 6 GHIMNEY.
I'I. EMERGEKGY ESGAPE 8 RESGUE OPENINGS
- EYERY SLEEPIH6 ROOM SHALL HAVE AT L�1k5T ONE OPENABLE EMER6ENGY ESGf�PE # RESGUE OPENING.
- WHERE EMERGENGY ESGAf'E 8 RESGJE OPENINGS ARE PROVIDED, THEY ShfP�LL MAYE A 51LL hfE16HT
OF NOT MORE TMAN 44" A60VE THE FLOOR.
- ALG EMERGENGY ESGAPE 8 RESGUE OPENIhlCGS SHALG HAVE A MINIMIJM NET GCEAR OPENIhICG OF 5.? SQUARE PEET.
- GRADE-FLOOR 01'ENINGS SFfALL HAYE A MINIMUM NET GLEAR OPENIN6 OF 5 SQUARE FEET.
- THE MINIMUM NET GLEAR OPENIN6 HEIGHT SFfALL BE 22".
- THE MINIMUM NET GLEAi2 OPENIN6 WIDTH SHAL.L BE 20".
I8. ,4GGESSIBL.E SPAGE UNDER STAIRS SHAI..L HAYE N�L�LS. UNDER-ST,41R SURF,4GE ,4ND ,4NY SOFPITS SHALL. BE
PROTEGTED ON THE ENGLOSED SIDE WITH I/2" GYPSUM BOARD.
Iq. REGNJIRED GUARDS ON OPEN 51DES OP STAIRWAYS, RAISED FLOOR AREAS, BALGONIES, DEGIGS 8 PORGHES 5FfA�LL
HAVE INTERMEDIATE RAILS OR ORNAMENTAL GL05Ut2E5 WHIGH DO t�OT ALLOW PA55AGE OF A SFHERE 4 INGHES
OR MORE IN DIAMETER.
EXGEPTIONS: THE TRIAN6lJLAR OPENINGS FO�D BY TFfE RISER, TREtkD 8 BOTTOM RftIL OF A 61JARD AT THE
OPEN SIDE OP A STAIRWAY ARE PERMITTED TO BE OP SUGH A 51ZE THAT A SPHERE b WGHES
GANh10T PA55 THROU6H.
OPENINGS POR i�QUIRED GUARDS ON TFf� 51DE5 OP 5TA11? TREADS SHALL NOT A1.LOW A SPHERE
4 3/8 INGHES TO PA55 THROUGH.
20. IF GONGRETE PLOOR: JOISTS 8 STEEL FOR FIRST PLOOR ARE NOT IN PLr�GE, F�.INDATION WALLS SFfr�LL BE
PROPERLY BRA�GED DURIH6 8 AFTER BAGiCFILLING.
21. PROVIDE I/2" PLYWOOD BRAGIN6 OR LET-IN METAL BRAGIN6 AT AL� GORNERS.
22. FIRESTOP 50FFITS � STAIR STRIN6ER5 AT TOPS � BOTTOMS WITH APPROVED MATEf?IALS.
23. FIRESTOP GAYITIES BETWEEN GHIMNEY 8 FRAMING L.UMBER WITH NON-GOMBUSTIBI.� FIL.L.
24. PILL GAVITIES BETWEEN PLOORS 8 BETWEEN OTHER PIRE 5EPARATED ZONES WITH APPROVED PIRE STOPPING
MATERIALS.
25. i'ROYIDE BLOGKING BETWEEN FLOOR .1015T5 8 STEEL BEAM GHA5E5.
26. PRAME POR BLOGKING POR TOWEL BARS, FIX'NRES, HANDRAILS, # ETG.
2'7. TFfE GARAGE SHALL BE 5EPARATED FROM THE RE5IDENGE � IT5 ATTIG BY NOT LE55 TFfAN I/2" GYPSUM SOARU APPLIED
TO THE GARAGE 51DE. GARA6E5 BENEATH HABITABLE ROOMS 5HA1.L BE SEPARATED FROM ALL HABITABLE ROOMS
ABOVE BY NOT LE55 THAN 5/8" TYPE "X" GYPSUM SOARD OR EQUIYALENT. WHERE THE SEPARATION IS A PLOOR /
GEILING ASSEMBLY, THE STRUGTiJRE SUPPORTING THE SEPARATION SFfALL AL50 SE PROTEGTED BY NOT �E55 THAN
I/2" GYPSUM BOARD Oi? EQUIVALENT.
28. OPENINGS BETWEEN THE GARAGE AND A 50GID Y�IOOD DOOR NOT GE55 THAN I 3/8° THIGK;
RESIDENGE SHALL BE EQUIPPED WITH: A 50�ID OR HONEYCAMB-GORE STEE� DOOR NOT LESS THAN I 3/8" THIGIG;
20-MINUTE FIRE-RATED DOOi2
2q. I/2" 0.5.8. SFfEATHING TO SE USED ON ALL EXTERIOR GARAGE NIALLS.
30. INSIJLATE STUD GAVITIES AT GORNERS OF EXTEfi210R FRAMED WALLS W/ STYROFOAM.
31. INSULA7'E PLOOR JOISTS ABOYE 6ARAGE W/ I" R-BOARD.
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4/IS/16 GONSTRUGTION �
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�INISH GRAD� SLAB GONSTRUGTION:
SEE FLOOR PLAN
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2 S�GT I ON @ 1�OOfiZ S I LL
5G?�L�: 3/4" = I'_O"
ROO� GONSTiR�JGTION:
235# SHINGLES TO BE A5 GONVENANTS (25 YEAR MIN.) W/
IGE � SNOW SHIEI.D 36" MIN. �ROM FASGIA ON
15# BUILDING �ELT ON
I/2" ROOF SHFATHING ON
2x RA�TERS AND / OR L�lL.'S PER PL,4N W/
2x RIDGE BEAM, 2x GOLLAR TIES (@ 32" O.G.),
2x SLOGKING, � 2x STRONGB,4GK BRP�GING �a MIDSPA�NS W/
2x GEII.ING .IOISTS (PER P1.AN) W/
14" MIN. BLOWN-IN INSULATION & /
�IBERGLA55 EAVE BA��LES l/
GORNI G� GONSTR�JGTION:
ALUMINUM DRIP EDGE
5" "K" STYLE ALUM. SEAMLE55 GUTTERS W/
2"x3" ALUM. DOWNSi'OUTS (MIN. .027 GA.) �
3"x4" ALUM. DOWNSPOUTS A5 R�QUIRED
FASGIA ON 2xb SUB-FASGIA
50F�IT W/ 2°x2" NAILER
4"xlb" SGREEN VENTS � 8'-O" O.G.
GROWN MOLDING � FRIEZE BOARD
EX1�ER��t i"W.L C�ON5TI�IGT�OH� —
4" BRIGK Y�NE�R W/ I" AIR SPAG� �
METAL TIES � I b" O.G. VERTIGAL �
32" O.G. HOi?IZONTAL W/
WEEP H01.E5 � 24" O.G. �
AIR INFILTRATION BARRIER OVER
I/2" 05B EXTERIOR SHEATHING ON
2x4 WOOD 51UD5 C� I6" O.G. W/
3 I/2" �.G. BP�TT INSULATION W/
APPROVED VAPOR BARRIER �
I/2" GYPSUM BOARD
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f.in�rC_
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PROVIDE WEEP HOLES ft�OVE GRADE
� 24" O.G. � FLASH B�HIND AS REQ'D.
T/ 5LA8 /
T/ FOUNDATION _ . _ . _
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�INISH GRADE
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FOUf�A►TION:
10" POURED GOHG. �OUND,4TION WALL W/
(2) #4 BARS CANT. � TOP 8 BOTTOM
A5 PER 501L CANDITIONS
4" 4� PER�ORATED DRA�IN TILE W/
GRUSHED STONE OR GRAYEL FILL
(6" GOVERAG� MINIMUM) -----�
�/.�OOTING_. _. _. _. _. _. _
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OUOUOUOUOUOUO�OUOUOUC>UOUOUOUO�OUO
O�O�O�O�O�O�O�O�ODO�O�O�O�O�O�O�O
O�O�O�ODO�O�O�O�O�O�ODO�O�O�O�O�O
O�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o
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14" MIN. F.G. BATT INSULATION W/
YAPOR BARRIER
I/2" GYP. BD. (P,4INTED)
OPTION:
GL05ED GELL SPRAY F0,4M IN5UL,4TION
AT EXT. WALLS
GL05ED GELL SPRAY FO?�M IN�JL,4TION ,4T
RAFTERS/GEILING JOIST
— 51LL GONST��l1GTION:
2x4 PRESSURE-TREATED 51LL 1� ON
I/2" �IBERGLA55 51LL SEA��R W/
I/2" � x 16" ANGHOR BOLTS W/ W,45H�R � NUT
t� 6'-O" O.G. � 12" MAX. �ROM EAGH GORNER
(MINIMUM O� 2 BOLTS PER SEGTION O� 51LL P1.A�TE)
— I/2" PRE-MOLDED EXPAN510N .IOINT
— �.AB GONSTRUGTION:
4" MIN. POURED GONGRETE SLAB
REINF. W/ 6"xb" WI.4xWl.4 W.W.F. ON
6 MIL. APPROVED VAPOR RETARDER W/
.IOINTS LAPPED NOT LE55 THAN 6" OVER
MIN. 4" GRIJSHED STONE OR GRAVEL THAT
PA5SE5 THROUGH A 2" 51EYE
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S�GTION - �RIG�
PERIMETER O� �ND. W,4LL
— 20"xl0" POURED GONG. SPRE,4D �TG. W/
2x4 FND. WA1..L. KEYWAY � TOP W/
(2) �✓ BARS GONT. � BOTTOM
5G,4LE: 3/4" = I'–O"
G�l��fi���. GONGfi�T� 1�OTE5
I. �OUNDA�TION DRAINAGE
- FOOTING DRAIN TILE SHALL BE GOVERED WITH AN APPROVED �ILTER MEMBRANE.
- DRAINAGE TILES OR PERFORATED PIPE SHA�.L BE i'LAGED ON A MINIMUM OF
2" O� WASHED GRAYEI. OR GRUSHED ROGK AT L�AST ONE SIEYE SIZE LARG�R
THAN THE TILE .101NT OP�NING OR PER�OiZ,4TION, AND BE GOVERED WITH NOT
LE55 TH,4N 6" O� THE SAME M�4TER1,4L.
- THE TOP OF OPEN JOINTS OF DiZAIN TILES SHALL BE i�OTEGTED WITH STRIPS
OF BUILDING i'Ai'ER.
2. GONGRETE FLOORS iON GROUND)
GARAGE FLOOR TO BE MINIMUM 4" POURED GONGRETE SLAB REINFORG�D W/
6"xb" WI.4xWl.4 W.W.F. (WE�DED WIRE FABRIG) ON MINIMUM 6 MI�. APPROVED
VAPOR RETARDER W/ JOINTS �APPED NOT LE55 THAN 6" ON MINIMUM 4" GRUSHED
STONE OR GRAVEL THAT i'A55�5 TNROUGH A 2" 51EVE.
3. PROVIDE GONTROL .lOINTS IN B,45EMENT GONGREI'E 5L,4B ,45 REQUIRED TO
INDUG� GRAGKING AT PRESELEGTED LOGATIONS. JOINTS TO ORIGINATE
FROM 1.OAD BEARING G01.UMNS AND TERMINATE AT EXTERIOR PERIMETER
�OUNDATION WALLS. VERI�Y LOGATIONS WITH GENERAL GONTRAGTOR
PRIOR TO GOMMENGEMENT OF WORK.
4. WINDOW WELLS AT EMERGENGY ESG?�PE WINDOW
TFi� MINIMUM HORIZONTA�. AREA O� THE WINDOW WELL SHALL BE a 5Q. FT. WITH
A MINIMUM HORIZONTAL PROJEGTION � WIDTH OF 36". THE AREA OF THE WINDOW
W�LL SHALL ALLOW TH� EMERG�NGY ESGAPE $ RESGIJE OPENING TO B� FULLY
OPENED.
�XGEPTION: THE LADDER OR 5TEP5 SHALL B� PERMITTED TO �NGROAGFf
A MAXIMUM OF 6" INTO THE REQUIRED DIMEN510N5 OF THE
WINDOW WELL.
5. LADD�R � 5TEP5
WINDOW YVE1.L5 WITH ,4 VERTIGAL DEPTH GREATER THAN 44° SHALL SE EQUII�ED
WITH A i'ERMAN�NTLY A�FIXED LADDER OR STEPS USABLE WITN THE WINDOW IN
THE FULLY OPEN POSITION.
LADDERS OR RUNGS SHALL HAVE ,4N IN51DE WIDTH OF ,4T LEAST 12", SHALL
PROJEGT AT LEAST 3" FROM TF+E WALL � SHALL BE SPAGED NOT MORE THAN
IS" ON GENTER VERTIGALLY �OR THE �ULL HEIGHT O� THE WINDOW WE1.L.
DROP FOUNDATION
8" BELOW 5LA8
AT DOOR (TYi'.)
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G�1���L STfiZUGT���. 1�OT�5
GONGi�ETE
ALL GONGRETE 5H,4LL DEVELOP TH� FOL�OWING GOMPRE551V� STRENGTHS OF 3p00 P51 AT 28 DftYS UNLE55
OTHERWISE NOi'ED.
ALL GONGRETE SHALL GONFORM TO AMERIGAN GONGRETE IN5TITIJTE °$UILDING GODE REQUIREMENTS FOR STRUGTUR,4L
GONGRETE° (AGI 318-95) AND SPEGIFIGATIONS FOR STRUGTURAI. GONGRETE FOR SUILDINGS (AGI 301-84).
REFER TO ARGHITEGTURA�, MEGHANIGA� AND ��EGTRIGA� DRAWINGS FOR OPENINGS, SLEEVES, ANGHORS,
SLAB DEPRESSIONS, SIDEWALKS AND OTHER ITEMS RELATED TO GONGRETE WORK.
RE I NFORG I NG STEEL
ALL REINFORGING ST�EL SNALL BE HIGH STREN6TFf NEW DEFORNI�D BIL.LET GON�ORMING TO ASTM t�615 6R,4DE 60.
DETAIL.ING OF REIN�Oi2GING STEEL SHALL GONFORM TO THE AGI DETAILING MANUAL.
WELDED WIRE �ABRIG SHALL GONFORM TO ASTM AI85.
LAP BARS 36 DIAMETERS UNLE55 NOT�D OTHERWISE.
REINFORGING STEEL GOVER,4GE MINIMUMS 5H,4LL BE A5 �OLLOWS:
SUR�AGES NOT �ORMED: 3"
�ORMED 51JRFAGES IN GONTAGT WITH 501L OR WEATHER: 2"
5LAB5 (TOP � BOTTOM): I° (UNLE55 NOTED OTH�RWIS�)
BEAMS � G01.UMN5: 2"
WALLS: I" (INTERIOI� / 2" (EXTERIO�
M,4SON�ZY
ALL MASONRY AND REIN�ORGING STEEL SHALL GON�ORM TO �JILDING GODE R�QUIREM�NTS �OR MA50NRY
STRUGTURES (,4GI-ASGE 530-Q2) ,4ND SPEGIFIG,4TION5 FOR MA50NRY STRUGTURES.
MINIMUM GOMPRE551VE STRENGTH OF MA50NRY (�'M) : 1,500 P51.
MA50NRY WAL1.5 5HAL1. $E AD�QUATELY $R,4GED DURING ER�GTION.
WOOD FR,�MING
WOOD SHALL GONFORM TO "NATIONAL D�SIGN SPEGIFIGATIONS FOR WOOD GONSTRUGTION" BY NATIONAL �OREST
i'RODUGTS A550G1,4TION, �A�TEST EDITION.
GLUE LAMINATED TIM$ER SHALL GONFORM TO THE 5F'EGIFIG,4TION OF THE AMERIGAN INSTITUTE O� TIMBER
GONSTRUGTION.
WOOD DESIGN VALU�S ARE AS �OLLOWS:
G1.UE-L�4MIN,4TED TIMBER: �B = 2600 1'S1, E= I,800,000.
J015T5 � RAFTERS: 50UTFfERN YELI.OW PIN� NO. 2 DENSE; �B = 1400 P51, E= I,bOOp00.
STUDS: �B = 8�0 PSI, E= 1,400,000.
SUBMIT SHOP DRAWINGS FOR PREFABRIGATED TRU55�5, H�AVY TIM$ER �iZAMING AND GLU� �AMINATEI7 TIMBER
SHOWING SIZE, NUMBER, TYP�, LOGATION, SPAGING. PROVIDE GOMPLETE DESIGN GALGUI.ATIONS PREPARED AND
SEALED BY A STRUGTURAL ENGINEER LIGENSED IN THE STATE OF MIGHIGAN.
INDIG,4TED SUPPLEMENT,4L 5TR,4PPING, BR,4GING, SPLIGES, BRID6ING, ,4GGE550RIE5, ,4ND DET,41L5 REQUIRED FOR
i'ROPER INSTALLATION.
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2 ON 6 MIL. VISGKJEEN Y.B. � I��XGAYATfD
ON 4" MIN. TAMPED SAND, �
�'`2 GWISHED STONE OR GRAYEL '�
I�" WI ND MORE THAN 10� THAT 3�'=���
PA55E5 THROUGH #4 51EVE �
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8" BELOW SLAB
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REINF. W/ bxb W1.4xW1.4x WJN.P.
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