207 stevens duplex construction docs stampedNORTHWE5T HOME DESIGNING, ING�
CONFRUCTION DOCUMENT LICEN5E
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1. GRAN 0--i 10ENSE. IN CON501 ,1;P,,4 ,N OF PAYMENT OF THE BUILDING FEE, WHIGH
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RANGE HOO�:). M,1503�2.1 GENER4L. _'DOME6T` OF` N --OF BROILER UNII. 61-44 1 1 1 AVE
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2018 F-NEI;;rjY =E REQUIEEMNIS
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�EAKAGE rONTRO' AND EFFICIENT VENTILATION OPTION'S
2,AIfR L_ - " �
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!a- PART OF I- lE F ICE YOU PAID -70;,;� TH115 PRODUCT, NORTHWEST HOME IDEESIGNING,
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'NG 4 t`11NIMUM THICK � .
A METAL EXHAUST HOOD, HAVI � NE515 OF 00��I-INCH (0,3950 MM)
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z .1 � Y BE SELECTED IN 7%416 C,4TEGOIRY,
ONLY ONE OPTION FROM ITEMS 2J p -4ROUGH 2A MA " =
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11, 5;V FIGHT OF USE FOR
I �C I A 5 _1 I C E N 5 0 R, G RA N 7,5 Y 0 �, T H E L I C E N`� E, 4, N ON E X G L � � I .
11 -_ ,_�_ -
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" : : 1-1 � ETWEEN THE HOOD AND THE
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'NO, 2a GAUGE)' 17HI 114 INCH ((o.4 MM) G-LEARANCEE BE � -
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R40(o.2 CARBON EM166ION EOUA IZATION, T-1116 5EC-TION _=5TABL15i�E�3 A BASE EOUALIZA-1 ION
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2,1 COMPLIANCE BASED ON R402.412-
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I U _' OF E 5TR - URE FROM THESE :�)OC_X�ENT�r_. NHD
I 4E F RIF05E I CON5TRUCTING ONE . UCT
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" 1- � OF GOM-5UaTI5L_ � " �_ t
- ,/ I MATERIAL OR CABINETS. A CLEARANC-E OF AT LEAST 24
UN::)E!;R5I_1.) ' ' I
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5ETWEENFUELa, USED TO D -=INE THE E=IVALENT CARBON EM1551ON5 OF THE OPTIONS
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REDUCE THE T 5TEDAIR LEA<,4r--= TO 3.0 AIR C1 ANGE5 F'FRHOUR MAXIMUM AT 50 FA5C4L5
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RESERVES ALL RIGHTS NOT E-EXPRE55LY GRANTED T 0 THE I I C, E N 6 = E,
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INCHES (&110 `IM111 SHIA 1 BE MAINIAINED 5ET,W .HE COO<INr_:; SURFACE AND TH-
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=Fz'�, I FINE T1 HE 5,45E FUEL 5=1 ECTION TO SE USED AND -1 HE
51='ECIFIED� THE FL_ 7 5HALL D" � -4- - --:-- i " ;
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OR
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GOMB'�.415 BLE MATERIAL OR CABINET. THE HOOD e�-'A' L BE AT LEAST AS WIDE 146 THE
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- IREMENT 1
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PO N 5 51 E-GIFED IN T A51LE 11;�406.2 SHALL BE USED TO MODIFY THE REQU E - I N
.
-2 OCC I CE BASED ON SECTION R402,4,1,2; :,REDUCE THE
FOR R .UPANCIE5, OPTIONAL COM,FLIAN -
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2. OWNER&HIF OF TECHNICAL DRAWINC-5: N11H.0 RETAIN6 THE TITLE 17 U15C RIGqT6 AND
: E OUTDOOR6AND BE
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BIRCILE4R 1.11NIT, EXTEND OVER T E ENTIREJNIT, D15' -H
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ECT ION R4063. THE c. -UM OF CREDITS FROM T45: ES R4062 AND R40(o.3 SHALL MEET I HE
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TESTED AIR LEAKAGE TO 03 CPi-'i/FT2 MAXIMUM AT �0 PASCALS
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OWNERSH,"F OF THESE CON5TRUCT ION DOCUMENT 5 AND ALL SU55EQUENT C;OF'=S OF
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EOJIPPED LJTH A5,ACXDRAFT DA."FER OR OwHE ME 5 To CONTROL
REQjIlR=11-1�NT6 OF 55EGTION R4063.
AND
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I 4E `WORf<`� REG�ARDLE,5,5 OFTLIE FORM OF THE ORIGINAL AND/OR OTHER COff:'l-S�
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INFILTRA . I / XFILTRA
7ION TION WHEN NOT IN OPERATION. BROILER UNIT16 INCORPORATING
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R40(o3 ADDIT 1ONAL ENE11RGY E=11 ICIENCY REQUIREI'1ENIT5� . ACH DWE.LING UNIT IN 4,
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I I WHOLE HOUSE VEN71 ATION ETER'1NED BY SECTION MI5013 OF THE
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AL- I I REQUIREMENTS A6D,
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1 *,rfl 5 15 NOT A 15ALE OP ORIGINAL DOCUMENTS WHATSOEVER.
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EXHAU5T 5Y5TEM,AND LISTED AND � A5=1 ED FO USE TH �T N
.AN INTEGRAL ak� - � ;�, - ;_= R -W 0 A
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RE51 ENTIAL 5U!.DING &�ALL COMPLY WITH S'-UPF�CIENT OPTIONS FROM TABLE R40(o.22 50 AS
- ; i I -OD -TION 4033 OF THE [NTERK4TIONIAL MECPA I I CO E
INTERNATIONAL FRESIDENITIA1 , I E OR 5E(, I N C14L D
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EXHAUST rl-00D, NEED NOT i'41AVE AN EXHIAU5T rl-]00'),
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T 01 LOWING MINIMUIM NUMBER OF r_RPr"IT5-
AGPEVE THE 1-/
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SkALL BE MET WITH A Hilak EFFICIENCY FAN/5) (MAXIMUM 0.35 WATT5/CFM.� No� INTERLOo<ED WIT1 1
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3. C'OF:1"I' ;..;?,E&7RIGT1ON15; THESE TECHNICAL DRAWING& AND THE AGGOI`111FAN'�'ING
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1. SMALL DWELLING UNI T-. 3,0 CREDITS DWELLING JN1175 LE55 THAN
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THE URNACE PAN (IF PRE5ENT).'VENTILATION SYSTEMS USING A FURNACE INCLUDING AN EC-t"Ii
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MAT E -11 -RIALS ARE COPY RIGHTED. UNIA�THORIZED C-OPI`Nle OF 71-4'E6E_ DOG-1`EN_I"5 16
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EXHAL;57 OFENING5: M't_:5043 AIR EXHAU,5_1 OPENINGS 5�.H'ALIL TERMINATE AS -OLLOW6-
-1--.1-1.1-1.11.1- ........... __1111.1-1.11- ..... _-1-1.11-1-1-1
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1:500 SQUARE FEET IN CONDITIONEF-) FL/_)1OR ARE,/', WITH LESS THAN 300 SOUARE FEET OF
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I"110T OR ARE ALLOWED, PROVIDED T HAT, THEY ,ARE CONTROLLED T 0 OFERAT q AT LOW SPEED IN
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VENTILATION ONLY MODE,
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EXPIRE55LY FORBIDDEN, �'GIJ '14"" BE kELD LEGi4LLYRE5fF`ON'5I5L-_ FOR AN yi
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1� NOT LESS -I HAN 3 FEET 0�14 M�) FROM PROPERTY LINES.
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FENEeTI,RATION AREA, ADDITION5 TO EX15TINC- 5�11 F,)ING GREATER TI HAN 500 SQUARE FEET OF
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COFJ�'YJRIG�417 INFRINGP MEN- THAT 15 G4�51ED OR ENCOURAG3ED BY YOUR " ILURE TO
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2. NO 1 L=,35 I �4ANI 3 FE I , I I I I
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H ATED FLOORAR.A BUT E551 THAN 1�00 SQUARE P
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TO QUALIFY TO CLAIM 7 15 CREDII, THE BUILDING PERMIT DRAW,NG5 5H Ll SPECIFY THE OPTION
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ABIDE 5`1' TH,E TERMe OF TH15, AC;TREEIMENT.
=
O=,"NIN(�;&, OPERABLE WINDOW&AND DOOR5.
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2, MEDIUM DWELLING UINI711. -------- � ..... � . ...... � .... � ........... � .... ____ 6,0 CREDITS ALL DWELLING UNITS THAT
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BEING SELECTED, THE MAXIMUM TESTED BUILDINGAIR LEA<,4r;;E, AND SHALL SHOW T E QUALIFYING
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3� NOT LESS THAN 10 -FEET,1/3040 MM) FROM "I c'>ANIG/'A_1 AIR INTA<E OPENINGS
_._______ ...
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ARE NO INCI UDED IN #I, " I #4�
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VENTILATION, I
SYSTEM AND T6 CONTROL SEQUENCE OF OF RATION-
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.4. TRAN5FERRE5TRIGTION15, T"Ec- T ,-PN':G-AL DRIAWINGe ARE LICEN&ED To YOU
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EF E EX�IAU& I OPENING 16 LOGA7ED NOT LE55 THAN 3 FEE- (cJI4 MI`11111)
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EXC=1 T WHERE TIP= �
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3. LARGE DWELL,NG UNIT: ___ .... ....... . - ... _--.-_1 .... "I�,�.-.,�,,��-.-.".",��'ll"�ll.I -0 CREDITS DWELLING UNITS
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ALL OTH� - 05 / GROJPR-2 - 1�0
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ONLY, AND MAY NOT BE TRANS- RRED -0 ANYONE -ELSE WITHOUT THE PRIOR WRITTEN
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ABOVE THE A,R !NT,4<E OF NING. OPENING5 SHALI C -
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;=XGPEDING . L_ -
:5000 50IL414R. FEET OF CONDITIONED FLOOR,L,R�'E4,
CON5ENT OF NORTHWEST HOME DE"61GiNING, INC.. IN NO EVENT MAY YOU TRANSFER,
R303.5.2 AND R303.(o,
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q I 45 CREDIT::')
4. DWELI ING UNITS 5E;1:,:1VIN6; R-2 OCCUPANG-1E5,
2.2 COMPLIANCE BASED ON SECTION R402.412:
TIE67EE)
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ASSIGN, REENT, LEA5= SELL, OR OTHERWISE DISPOSE OF THESE GON5TRUGT,'GN
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5. AD -Di AL TO 500 60IJ4RE FEET 15 CREDITS
ITION5 THAN OR EOU
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REDUCE THE AIR LEAKAGE TO 2Z AIR CHANGES PER HOUR MAX[MUT'l 14T 50 PASCALS
DOGUt-IIENT5.
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EXHAUST DUCTINrz;-- M11503.3 GENERAL. RANGE HOODS SHALL DISCHARGE To THE OUT
LIE55 �_ �:__ ... I—. ___
OR
FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.4.1.2- REDUCE TH;=
DOOR5 THROJ(�rH` A DUCT.THE DUCT SERVING THE HOOD SHALL HAVE A 5MOOTH
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I HE DRAW!NG5 INCLUDED LLITH THE BUILDING PERMIT APPLk-ATION SHALL IDENTIF1 Yf WHIC�4
TESTED AIR LEAKAGE TO 0.25 CFM/FT2 MAXIM5; AT 50 PASCALS
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5. M15CELLANEOU"5: I,, 5 AGREEMENT ta/ GOVERNED BY THE I AW5 OF THE STATE OF
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INTERIOR SURFAC , SHALL BE AIR TIGHT, 5HAI L BE -QUIPPED WITH A BAC<DRAFT
- Z/ - - =
:
E BEEN SELECTED AND THE POINT VALUE OF EACH OPTION, REGARDLESS OF
OPTIONS HAV= _1L_ ,-,L- I I �
AND
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WASHINGTON, NEI. ,R NHD NOR ANYONE ELSE WHO 15 INVC1 VEZ) IN t_� ,FRE4710N,
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DAM�EfR AND SHALL BE iNDEFENDE T OF 1-1 I 6
EN F, ALL OTHER EXHAUST SYSTEMS. DUCT
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WHETHER 5EFARATE MEG-HIIANIGAL, PLUMBING, ELECTRICAL, OR OTHER PERMITS ARE UTILIZED
. :
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ALI- WHOLEHIOU6E VENT4*LATION REQUIREMENTS AS DETERMINED BY SECTION MI5073 OFF THE
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PRODUCTION, OR DELIVERY OF THI&FIRODU(_-T 5�=IALL BE L145LE FOR ANY DIRECT
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SERVING RANGE HOODS all4LL NOT TERtMINATZ: CRAWL 5P,4r-E OR
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FOR -I HE PROJECI7�
INT� I ATIONAL RESIDENTIAL CODE OR SECTION 4032 OF T E INT ERNATION L ME HAN A
- RN i I . H A C ICA -11 CODE
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OR INDIRE-CT, CON45 Qlu NITIAL, OR INGI!Z")EN AL DAMAGES, VIOLATION OF TH,E TERIM5
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AREAS INSIDE THE BUILDING;,
" :
= EAT RECOVERY VENTILAT, ION SYSTEM WITH MINIMUM 5EN LEHEAT
5HIALL BE MET WITH A H 515
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OF THIS AGREEMENT ARE 5USkJECT TO A MINIT"'UM. FIFT"' THOU54NID (f_r_/0,000,00)
TAME 406.2 ENESCaY C,ffJ21TS MEWS)
_OVERYE�ICIENCY OF 0.6r5.
RE -I
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: 'VE ,ANY OU, 5TION5 GONGERNIN6 THIS AGREE'll"1ENT,
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DOLLAR FENAILT'jr, SHOULD YOU HA . =
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R303,10 REQUIRED HFATING. WHERE THE WINTER DESIGN TEMPERATURE IN -",ABLE
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-
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15CRED7, THE BUILDING PERMIT DRAWINGS 5"'ALI SPECIFY TH" OPTION
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TO QUAL IFY TO Cl A iM ; H - i - - � � - -
I
OR IF `OU DESIRE TO CONTACT N�41D FOR ANY REASON, PLEASE WRITE IL46 AT. NHD
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R301,20) 16 BELOW, (oO'F (10*r-)., -EVERY DLJELL�NG UNIT SHALL BE PROVIDED WITH
OPTION DESCRIPTION CREDIT(S),
BEING 5ELECTEDAND 55HALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEA<AGE AND SHIALL
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MARKETING Z:)7V7&ION-, P,O. 5OX aalO3.,571LAGO01-1., WA'�530_9 OR GAL. (253.)
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�_ . -AFOA5LE OF MAINTAINING 4 ROOM1. TEMPERATURE OF NOT I E55
HE4TING ' ,AGILITIE6 _� I L_
ALL OTHERS GROUP 1IR-2
.
SHOW THE HEAT RECOVERY VENTILATION SYSTEM.
5 5 - 4 - 631 0 0j,
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HANOB'F (20'C) AT A P07NIT 3 FEET ('�,14 MtM)'4BOVE THE FLOOR AND 2 FEET
All L OTHERS - 1�0 / GROUP ;,R-2 - 1-5
(610 MM) PROM EXTERIOR LJALL5 IN HABITABL_ ROOMS AT THE DESIGN TEMPERATURE.
; � - f I
I - C01".5U6 ION HEATING E0UjF"MENT' MEET ING M.INIMUIM FEDERAL 0 0
EFFICIIENCY 5TANDARD15 FOR THE EQUIPMENT LISTED IN TAE31_�-
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23 COMPLIANCE BASED ON SECTION R402.412:
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MI::'ORTANT NO IC`�:
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7 -HE INSTALLATION OF ONE OR MORE FORTABI E 5FACE PEATER15 SHALL NOT BE
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- -
_-4033,2(4) OF, C -44033.2(E))
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� � A_ -0 15 AIR CHANGES PER HOUR MAXIMUM AT 50 A CALS
REDUCE THE 7ESTEID AIR LEA<,AG= �: P .5
� . . .
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HE PLAN YOU AREE RECE'V'NG I,& DESIGNED 7 0 BE SOLD T�4ROUG;H'OUT MAN Y1
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USED TO ACHIEVE C-Ot'�TPLIANGE WITH TH15 SECTION,
OR
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jUR15DIC`TiONS AND BUILDING CODE5 WHICH ARE FOUND IN THE UNITED 57ATE5. AS
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2 =OR AN INITIA H-,4T'Nr:: SYi 57EM USING A HEAT PUMP 7HA. I"11EETS l'o 1.0
-
FOR R-2 OCCUPANCIES, OPTIONAL GOI'lPLIANICE" BASED ON SECTION R402.4,U: REDUCE THE
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THE5E jUR15DICTNON& AN[) REQUIREMENT& '711AY VARYI, T�4E5E P"14N5 WERE DE5�GNED
I 0-
HEATING TYPE. HE,4T ING TYPE : AND FUEL 544LL BE SELECTED BY THE OWNE� ALL
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FEDERAL STANDARDS POIR THE EQUIPMENT L15TED IN TABLE
�_
TESTED AIR LEA<Ar;;E TO 0.25 CFMt7F I 2 MAXIMUM AT 50 FA5CAI 5
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0 -HE 2018 NTEFINATION& RESICOTIAL CMEAND RELATED NATIONAL
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WARMI AIR FURNACE,5 SHALL BE LISTED AND LABELED 51K AN APPROVED AGENCY
AND
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ORDIN,4NCE5 ONlIL"', AND MAY NOT COMFI-Y �)ITH 5PEG'-IFIC JUR15DICTIONAL CODES
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AND INSTALLED TO LISTED SPECIFICATIONS.
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_4033.20r, OR C-40332(2) 1
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ALL WHO' E HOUSE VENTILATION REQUIREEMENT6 AS DETERI-IIINED BY SECTION Mi5073 OF THE
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AND 5PECIFIGATIONSi %+11EY W�LL BE 5UBJEC'7" -0 CHANGE AND VARYING
OR I
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INT_Ef;�NATIONAL RE61DENTIAL CODE OR5ECT ION 403.a OF THE INTERNATIONAL MECHANICAL CODE
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INTER,PRETATION1115,
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FIRE5LOGXIN(_:;: R302J1 FIRE15-10C �NG, IN �-OM15U5-15LE CON'-'TRUCTION, FIREBLOC<ING
AIR TO WATER HEAT PUMF:'�NITS T, 44T ARE CONFIGURED TO 1
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SHALL BE MET WITHA PEAT RECOVERY VENTILATION SYSTEM WITHIMINIMUM &EN-51r3LE HEAT
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HE PUP 14ASER, Mj6T EN5JRP THAT 7HIE PLANS COMIF" Y W1
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S�IALL BE PROVIDED TO GUIT OF � AFT 0 NINGS 'BOTH
-P ALL CONCEALED DR PE I
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PROVIDE 50: H �IEA. � ING AND COOL ING AND ARE RATED IN I
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ACCORDANCE WITH AHF,:'l 550/Er-,'�O
p
COVE 1 .75,
RE_ ERYEFFICIENCY OF 0 I
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TO QUALIFY TO CLAIM TH15 GREED7 THE BUILDING PERMIT DRAWING5 5HALL16PECIFy T14� OPTION
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AS NATIONAL 51_"�Lr�."/`INIG CODES AND REQUIREMENTS, WHICH ARE A.FPLI_'GA5L1E FOR THE
.
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VERT�GAL AND HORIZONT4 )A\E) TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN
�
1 -11AXIMUM TESTED 5UILDINC- AIR LEA<A E" AND a _� LL
BEING SELECTED ANDSHAL'L,5PEC�;IFY THFTF C -i 51.4,
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SPECIFIC SITE AND SO-TRJCTURAL ENGINEERFNG REQUIREMENT5, BEFORE BEGINNING
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STORIES, AND BETWEEN A TOP STORY ANID THE ROOF SPACE. =IRE5LOCKIN,,':; SHALL
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3� FOR kEATIN/,,-;: SYSTEM BASED ON ELECTRIC, RESISTANCE ONLY _1,0
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SHOW THE HEAT RECOVERY VENTILATION 5Y6T11EMI, I
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C- ON 5 RUG-TIORF RC""A5E� �IL57 HAVE P"AN5 REVEWED 5YA LICEN�/
I PROVIDE Df;_>AWING5, AND
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BE PROVIDED IN WOOD -FRAME GONS,RUCTION IN TkEE F-,1-"LLOWINC:; LOGATICN5:
' A! I i INCI
I� IN STUD W1,41 AND FURRED
.0
I
/EIT1HEfR FORCED AIR OR ZONAI )
I,= I = -
ALL OTHERS - 1.5 / GROUP R-2 - 2.0
,-\(��-\_'-=R
I :. ANALY515,C-IALCULATION5,
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6 7 R U G URIAL E_ : -__i WHO WILL
GE ED j UDING
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CON 1"L_ 5FACE5 OF D3 !=`ARTITION5,
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DATA (INCLUDING HIS OR HER LIC-ENISEE '5TAMP") WHICH WILL ,51-= 6U5I`.I7E=D (WHERE
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6FACE6 AND PARALLEL ;IROWal OF 6TUD5 OR STAGGERED 6TUD5, AS POLLOW6-
—
-
2.4 COMFL114,NCE BASED ON a�CTION'1;�402,4.12:
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REOjIRED) WITH' -1 HEa/E DRAWINGS AND 5=1EGIFIG,47ION!5 TO THIE LOCAL 5�'LD'Nc_
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1.1 VERTICALLY AT THE CE,*LINC_� AND FLOOR LEVEL6,
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4 FOR 1--IEATtNG 5Y6 TEM BASED ON' ELECTRIC RE&i!3TANCE WIT; H A 0.5 N/A
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R DUGE THE -I E-5 E ED AIR LE��_IAG 7 0 0.6 AIR CAANGE5 PER HOUR MAXIMUM AT 50 PASCALS
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OFPCIAL5, F4111 URE TODO TH16 RENDERS THESE DIOCUMEN-15 LEG34LLY lNV4Li::) AND
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1.2. HORIZONTAL' Y AT IN7";RV4'5 NOT EXCEEDING 10 FEET(304a Ml"I'.
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�i-_:�6 MINI-6F`LiT PEAT FUMF6Y5TEM IN ACCORDANCE
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DUCT: , I - I WITH
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OR
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A550� VE_5 NkD OFANY LIABILITY (EXPR,E5,5 OR IMPLIED) WIT"i� REr_-4-ARD5 -0 f=UNITIVE
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2-4T ALL INTERCONNECTION6 BETWEEN CONGEALED VERTICAL AND HORIZONTAL
= -
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SECTION R403.7.1 INC' UDIN,G, THE EXGEFT, ION
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FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.412- RIEDUCIE THE
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TESTED Ali-, LEAKAGE TO 0.15 C-M/FT2 MAXIMUM AT�50 PASCAL&
DAMAGES.
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5F`ACE5 SUCHI ,45 OCCJRAT 50 --Fl &,D,ROP CEILIN6:5 AND COVE GEILING5.
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5 ALL OTHER HEATING - i.o I _0_�
AN:)
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3, IN CON,G'EALED SPACES BET WEEN S7Ai R, STRINGERS AT THE TOP AND BOTTOM OF
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ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED 5� SECTION 1"`1150"3 OF THE
'
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APPROVE�) PLAN&, IRC 10(o.3,1
. i - � -TION R302.1
PE RUN, ENGL/0,5ED SPACES UNDER 6T4IRS &HALL C01,1PLY WIT�4 5-ECi
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INTERNATIONAL RE511DENT1,41 ,"ODE OR SECT ION 403.0 OF THIE IN7 RNATIONAL MEC - �
: I- -PANICA1 GODF
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4FIFIROVAL OF CONSTRUCTION DOCJ'-1ENT 5� WHEN THE 5UILD�NG OPF�CIAL 155UES A
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4, A- OPENINGS AROUIND VENTS13, P':OE5, DUCTS, GA5LE,5 WIRES
-
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1, ER lGiE NIT BUILDING ENVELOPE OPTIONS
- =
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i i T"M WITH MI!NIMUMI 5E 615LE HEAT
SHALL BE MET WITH A PEAT RECOVERY VENTILATION 5Y5i I
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PERM1.17, Ti_411E CONSTRJC'TIONDOCUMENTS SHALL BE APPROVED IN WIRITINr:; OR BY A
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ATG-EILI!NG AND FLOOR LEVEL, WiTH 4NN AFFIROVED MATERIAL TO;RRESIST TPEPREE
. ; � : � i : �
ONLY ONE OPTI ION FROM ITEt'16 I,] -4 HRC)Ulr_-�14 il '-t4'T- BE SELECTED IN T45 CATEGORY.
.
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RECOVERY EFFICIENCY OF 030. DJG T IN&7 4LLATION &HALL COMPLY WITH SECTION R4033.1�
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S.1TA.t*-1F Wril''CH 5TATE-5 "REVIEWED PC!,;:,' CODE COMPLIANCE,` ON� SET OF
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F,456AC�-E OF FLAME AN[) PRODUCT 6 OF COMBUSTION. THE MATEIRIAI FILLING Ti -115
. . . - I
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COMPLIANCE WITH THE CONDUCTIVE UA TARC;�E75 16 DEt,'ION&TRATED USING SECTION R40214,
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TO QUALIFY TO CLAIM TH15 CREDIT THE 5UILDINGFERMIT D'IRAWINae 5HALI SPECIFY THE OPTION
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,-/-) a-R�CTION DOCUMEN75 50 REVIEWED &HALL BE fRETA',NE[-,) BY THE BUILDING
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ANNUI AR 5F,4/-" 5�4,4_1_1 NOT BE REOUIRE::> TO MEET 7 -HE ,46T, I E 36 REOUIREMENT6.
-
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TOTAL UAALTERNATIVEE, WHERE 3/414FROF1 a D UA/TARG=T UAA5 1112- THE REQUIRED %UA
- 05E A - -
BEING SELECT=:) AND SHALL SFECIFYTHIE MAXIMUM, TESTED BUILDING AIR LEAKAGE AND &k.ALI
" �_ I - � = -
i allA 1 I
OFrIG-IAL, T1 HE OTHER SET � ALL BE: RETURNED TO THE AFFILICANT, 5AALL BE <EF7
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r?. FOR THE FIRE5_1OGi<N,1G OI CHIMNEYS AND PIREFLAC-E5, SEE 6EC-1 ION, R1003.113�
REDUCT ION.
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SHOW T HE HEAT RECOVERY VENT ILA I ION SYSTEM,
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AT: THE SIT= OF WORK ANE�/ 51-iALL BE OPEN TO !N5PE:�_-TION BY THE 5UILDINCi OFFICIAL
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ro. PIRE51 OC<NG OF G-ORNICE55 OF A TWO-FAMILY DWELLING- :6 REQUIRED AT -HE LINE
i
A'"'" OTHERS - 2.0 / GROUP R-2 - 2.E�
: 1_1 11
OIR H15 OR LIER AUTHORIZED REPRESENT ATI'v-t:�
=
�
OF DLUELLING UNIT 5EPA4R/_,T! i[ON,
. : i . -
1.1 FIRE5GRIPTIVE C-OMPLIANCE 'a BASED ON TABLE R402,1,1 WITI-4 THE FOLLOWING 1_11ODiFICATION5:
� I I L_ .1.11 -
3H EFFICIENCY HVA-;=Q1U I=t-'=�j OPTION-
3 Hir
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PREM15ES 1:)ENTIFIG4,71ON: R319] ADDRESS IDENTIFICATION, 5UIL1F,)INr_;;5 5H,4LL BE
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PROVIDED WITH AFFIROVED ADDRE55 !DENT !FiCATION. -HE ADDRE55 IDENTIFIC14,TiON
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L I i5 Y!515LE - OMI THE 5TREET
L - i - IN POSITION T�-',AT I
5H,41 L BE LEGIBLE AND PLACED I 4,
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OR ROAD FRONTING: 71 ''E" PROPERTY, ADDRESS iDENTIF11-,,.%TION (::I-44RACTI ER5 SHALL
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--ONTR -1 ".
, . AST WITH THEI IR 5Af_-<_r-4ROUN1), ADDRESS NIUM.5ER& 5�44' L BE ARABIC,
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NUMBERS OR ALFH45ETI�- A L LETTER5, NUMBERS SHALI NOT BE SPELLED OUT. EACH
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/'HA;R,AC7ER SHALI 5E NOT LE -56 THAN 4 INCHES (102 MM) IN HEIG,HT WITH A 5TROKE
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UDT -� OF NOT LF55 THAN O,F;, INCH (121, "II'l), WHERE REQUIRED 5,111, THE FIRE CODE
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Ot:F!CIAL, A-_)DRE55 !DENTIFICAT�ON' 5LIALL BE PROVIDED 1\1 ADDITIONAL APPROVED
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LOCAT!ONa TO FACILITATE EMERGENCY RE&FON15E. J11-4ERE ACCE515 15 BY MEI4N5 OF A
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FRIVX� ROAD AND THE BUILDING ADDFRIE55� CANNOT BE VIEWED FROM Ti -_!'E_ F`J5LIC-
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I T L, D TO IDENTIFY THE
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WAY, 4 MONJ'-IEN / FOLE OR 0 1 HER 51 GN OR MEANS SHALL BE 15 r 1 1 � 4
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� � R UG I �,111 R E, A �:) D R E 5 0- IDENTIFICA11"ION SHALL- BE MAINTAINED.
G �� " -I I - YFE. RECEPTACLES
,.7r;IRO1 INDED OUT' ET,S: ALL RECEPTACLES SHALL BE GROUNDED T � I
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LOG ATED IN <IT_`L4-_NS AND 54*T�45 r -HALL BE IN&TALLED ABOVE T -111E WOR< TOP 1
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O: HER REGEP ACLE5 SHALL ElE INSTALLED AT 12" VERTIGALL`71' ABOVE THE FLOOR,
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,X ,.OWN OTIIER,WISF ON I HE T)RAWING5.
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WALL 5WI-l"CHIES. WALL 5WITCHE6 6HAi-L BE INSTALLED 42:' ABOVE THE FLOOR, UNLESS
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OTHERWISE 5HOLLN ON 'HE DRAWING151
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M1305.1 41`=�IL14KGGE 4_-,_-E55 FOP, INSPECTION 5ERVIC-E, REPAIR AND F_'=PLAG-EMEN7,
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,4Pf=L�,-`4NCE5 SHALL BE ACCE5515LE FOR IN5=,E�7 � -
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REfz1L4G-E'-1ENT W1714OUT REMOVING PERMANENT GON15TRUG-TION, OTHER AFFILIANCE5,
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OR AN'[' 0 'HER F�IPING OR �D'JICT5 NOT COKINECTE-.1-1 TO T;4EL AF-IFLIANCE BEING
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N15PECT EDr 5ERIVICED, REPAIRED OR REPLACED� A LEVEL WOR<ING SPACE NOT
4 — —
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LE -55 -1 HAN 30 INCHES DEEF AND 30 INCHES WIDE ( ;(o2 ��,M 5`�' 162 MM) 514ALL BE
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L 4 14NCE.
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PROVDIED !N FRONT OF TH— 1_ONT;,ROL SIDE TO SERVICE AN AF!P-1;
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AF`f=L;,'A1NGE�` LOCATED IN GA;RAGE: M.3073 ELEVATION OF IGN710'N &OURCE�
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APFL.ANICE5 HAVING ANI IGNITION SOURCE 6HALL BE ELEVATED S�XH THAT THE
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13OURGE OF IGNITION 15 NOT LESS THAN la INCHES (451 I'1`./) ABOVE T! IE Fi
1-1 i : i " LOOR IN
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e,411RAG`E5� FOR THrE ;DURPO5E OF T45 SECTION, ROCI`115 OR 5FAG-=5 T�44T ARE NOT
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PART OF T1 �E LIVING SPACE OF 4 F -)WELLING UNIT AND THAT CO��IIXCATE WITH 4
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FRIVA w E GARAGE -1 HROZ-r-� OPENINGS 5HALL BE CONSIDER ED T 0 BE FAR- OF THE
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11ARAGE.
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M!3073.1 PROTECTION FROMI IMPACT. AP'1::1LIANcE515HALL NOT BE INSTALLED INA
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LOCATION "2J5JEG-T TO VEHICLE D4MAGE EXCEPT WHIERE F:1ROTEC. ED BY
APPROVED 5ARRIER�5,
.
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CLOTHES DR*�'ER45- "115023 DXT TERI'lINATION1. EX�44IUa/T DUCT5 SHALL TERIM.INATE ION
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[HE O�Tz^?IDE OF TH-- BUILDING. EXHAUST DUC7 7ERI.,�JIN : �
. - � A�ION5 644L! BE IN
.
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ACGORDAN'CE LJ17 HI 7! HIE DRYER '-11ANJz,4CT1 URER15 1N5TALLATflON IN&TRUCTION5. P THE
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MANUFACTURER'S IN57R,�C I ON5 DO NOT 5FECIP"' A 7E_R�IINATION LOCATION, 7�4E
-
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EXH4U51 DUCT SHALL 7ER1'1IN,/%TE NOT LESS THAN 3 FEET ('1314 111-1) IN .ANY DIRECTION
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FROM OPENINGS INTO Sjl.!�)ING�-5. EXL44U,57 DI CT TERt`.,'NATION5 5II-4ALL BE EQUIF`FED
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�JITHA 5ACKDRAFT DA`IFER. SCREEN& 5114 L NOT BE IN5TALLED AT 7HE DUCT
'
I- ; - 7� OF THE EXHAJ5T DUCC7 5LIA L BE 35
=R`11NATION'. �11502.4�15%11 THE MAXIMUM I ENG . � -
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PEET (7620 l"It'I1)PROM THE CONNEG7�ON TO TH- TRAN57 iONN DUCT FROM THEE DR`ER To
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7L . - L�GT I ENI�; H `%S BE '11REDUCED BY "-6" FOP, 45- 5ENE) $ 5FT
I 41E OUTLET TERMINAL. D`- � - - ; I
. ,. �
FOR SO' 5ENDF-ORA 4' EXHAUST PIRE.
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VERT IGAL FENESTR4 ION U = 0.24. ALL OTHERS - 0,5 / GROUP R-2 - 0,� ONLY ONE OPTION FROM ITEMS 3-1 THROUGH13,6 MAY BE 6ELTEC7FD IN THIS CA7EGORY�
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1
1.2 PRESCRIPTIVE 'C-OMPLIANGE 115 BASED ON TABLE R1402.1.1 WITHITHE r'C)LLC)W'NG!*,",ODI'lc-,4-l'IC,N6, _3,] A ENER(�rY STAR RATE:) (U,5, NORTH)GA5 OR PROPANE FURNACE W714 t'11MMUM AFUE OF 95%
4 ;
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VERTIG41- FENESSTR4_11 ION U = 0.20� ALL OTHERS - 1.0 / GROUP I;�-2 - 1�0
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ENERGY STAR RATED (U.S. NORTH') GAS OR PROPANE BOILER WIT H MINIMUM AFUE OF 90%,
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. TO QUALIFY TO CLAIM Tj PIS CREDIT, THE BUILDING PIERMI I DRAWINGS SHALI SPECIFY THE OPTION
� � � i I - -
13 PRESCRIPTIVE GO��.PLIANG 15 545ED 0\4 : ABLE R402.1,1 WITH" THE FOLLOWING MIOD IFICATION15-
. ;
. BEING SELECTED AND SHALL SPECIFY TH;E HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT
VERT ICAL FENE5TRATION U a 0.2-9 -�� OCR I -3a . -
a I . - 1 � - � .R " EFFICIENCY. ALL OTHER - 1,0 / GROUP 1,R-2 - 1�0
,LA5 ON GRADE R-10 PERIt"'ETER ANIDUK)ER ENTIRE 6LA5
L
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51E; OW GRADE 55LAE3 R-10 PERIMETER AND UNDER ENTIRE SLAB 3,24 AIR-50URCE CENTRALLY DJCTED HEAT Put`P WITH MINIM.JM. k5PF OF 9.5,
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OR TO QUALIFYI TO CLAIM THIS CREDIT� THF BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION
COt-1.PLIAN(_-E 5451ED ON SECTION . ?_ _�- � i ; � _E I" 1UM EQUIPI-1ENT
" � 2
. tL ED AND &1,4ALL SPECIFY THE HEATING EQUIPMENT TYPE AND TH IINI�l
. R402.'.4- REDUCE THE TOTAI CONDUCTIVEE UA B` E�%, BEING 5E ECT= - . � - =
I . - - - � i
-
2
ALL OTILIERS - 0,15 / GROUP R-2 - N/A ;-F=ICIENCY.ALL1 OTHER - 1.0 /GROUP R-2 - N/A
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1,4 FRF_S,'-RIf=7 IAE COMPLIANCE 15 5A.5E::) ON .ABLE R402J.1 UJITH THE I OLLOW?NG 1"ODIFICATION5: _33a CL05ED-LOOF GROUND SOURCE HEAT PUMP i WITH A. MINIMUM COP OF 33
1 1 - , .
; OR
VERTICAL F-ENE5TRAT, ION U = 0.25
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WALL !R-21 PLUS R-4 Cl OPEN LOOP WATER SOURCE HEAT PUMP WITM11 A MAXIMUM PUMPING HYDRAULIC HEAD OF 150 FEET
:
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AND MIKMUM GOIF, OF 3b.
FLOOR R -5a ; , . i
10 QUAI IFY TO CLAIM'l`HI5 CREDIT, THE BUILDING PERM17 DRAWNG5 5HALI 5f=ECIFY THE OPTION
. - "
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BASEMENT WALL IR -21 INT FLJ5 R-5 G' 5EIN'16 SELECTED AND SHALL SPECIFY THIE H,EATLNC- EQUIP"IENT TYPE AND THE MINIMUM -EQUIPMENT
i
5L4B ONI GRADE R-10 PERIM,E-TERAND UNDERENTIfREE SLAB, BELOW GR4DI" SLAB 1,R-10 EFFICIENCY. ALL OTHER - 15 / GROUP R-2 - 1�0
- - —
-
PERI'l"IETER, AND L�iNDEPR -ENTIRE 51-45
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OR 3A DUICT E65 MfNI-5PLIT HEAT PUMP SYSTEM, ZONAL CONTROL. IN HOMES WHERE THE PRIMARY
i I - I C R. : c L - LT F ,F) 15 5 M
- I I SPACE HEATING eY&TEM 15 ZONAL ELE, T. IC HEATING, ADU T E56 MINI 5F 1, HEAT Ul'� Y TE
,�-om 1 R402,1�4: z - -_ i - - I
c P1_14,NCE" BASED ON SECTION I REDUCE THE TOTAI CONDUG7VE UA By 15%.
.
. . . q
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ALL OTI-4_ER5 - 1,0 / GROUP fR-2 - 1.0 WITH A MINIMUM 145PF OF 10.0 SHALL BE INSTALLED AND =1ROVIDE I_4EATING- To THE LARGEST ZONE
OF THE POL16ING UNIT,
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TO QUALIFY TO Cl AIM 7P..15 CR � t i i
� L; - I i i � -0 I i , ED17I TH�_ BUILDING PERM7 DRAWINGS SH1,41-L SaPIECIFY THE OPTION
� . .
1.5 =1,;;�E61G-;R1 I I7 IVE COt,"I��D 'ANIGE 15 54,5"D 0\4 TABLE R-402JU WIT 14 TH-- - LLOW?NC:; MODIFICATIONS: BE � _�ND ' � I
- t � . EINGSELECTED SHALL SPECIFY 71-ollE HEATING EQUIPMENT TYFEANI) THE M1, NfIMUM -EQUIPMENT
VERTICAL FENE5TRATI ION U -_ 022 FFF . i
I E ICIENCY. ALL OTHER - 1.�� / GROUF'R-2 - 2.0
� � -
: 'Gl E ! I- � -
11 !, 4 -R -VAJL'TED R -4e 4DVANIGED
CE I - ING AND SIN - I AFTER OR 1015T ,t
I
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WOOD FRAME 114-7-1 ;;�-21 N'T PLUS R-12 C -I 35a AR -SOURCE, CENTRALLY DUCTED PEAT PUMP WITH MINIMUM II45PIF OF 11.0,
FLOOR R -3a 70 OU,4; IF i I : i
.
I L 7Y 70 CLAIM -I k15 CREDIT, THE BUILDING PEF;V7 DRAW'NIGS SHALL SPECIFY THE OPTION
; ;
5,45;_;�IENT WALL R1-21 IN'7F`LJ5 R-12 C� BEING SELECTED AND SHALL SPECIFY *'-HE HEATING EQUIPMENT TYPE AND THE 1111INIMUM EOUIPIENT
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&LAB ON GRADE R-10 f:'ER[MEETERAND UNDER ENTIRE 5L,45 EFFICIENCY- ALL OTHER - 1.5 / GROUP R-2 - K/A
BELOW G:lF,1A1)E 6LAE3 11�-,1-10 FERIM,ETER AND UNDER ENTNRE 6LA5
.
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OR 3ba E%-1CTLEe5 SPLIT SYSTEM HEAT PUMPS LU17p NO ELECTRIC. RE5151"ANICE HEATING IN THE
j , PRIMARY LIVINC�- AREAS. A DUCTLESS HEAT PUMP SYSTEM WITHA MINIMUM HSPF OF 10 SHALL BE
i - i i .
COMPLIANCE 5,467D ON 5ECTION R402.1.4, REDUCE THIE TOTAL -CONDUCTIVEE UA 5'*!' 30%, : : ; ; III i
' - 51ZED AND INS.ALLED TO PROVIDE HEAT 'TO ENTIRE DWELLING UK � AT I r,:E DESIGN OUTDOOR AIR
ALL OTj4,E-�j;,)5 - 2,0 / GROUP R-2 - 1.5 TEMPERATURE.
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TO aUALIFYT0, CLAIM THIS CREDIT1,T11- BUILDING PERMIT DRAWINGS 5HIIALL SPECIFY THE OPTION
I - : � L - l-� � I
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I.& FRE6CRIPT'vE COMIPL;ANCE 1,2,, BA,5ED ON' TABLE R,402.1.1 WITH. THE ,FOLLOWING MODIFk-ATION5: BEING 5ELECTED,THE HEATED FLOOR AREA CALCULATION, THE rIPE4TING EQJIPMIEN� TYPE(5), THE
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I �
. I T EFFICIENCY, AND TOTAL IN5T 4LLED HF47 F A 77' (By EQUIPME I i , E: /,
.
VERTICAL FENESTRATION U m 0.1�,' MINIMUM EQUIPMEN, � CAP G F � NT 7
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G-EILING AND 5INGLIE-RAFFER OF, J015T-VAULTED R-60 ADVANCED L-1 OTHER - 2,0 / GROUPRI-2 - 3.0
. I
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WOOD FRAME WALL R-21; INT P_U5 R -I& Cr -
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FLOOR R -4a 4. PIG�H EFFICIENCY kVAC DIS:R15UTION 5y37E1'1 OPTIONS
I 2 :
BASEMENT WALL R-21 INTFLUS R-Iro GI :::� - 4 i
- ' 1 4JALL 5U.Pf Ly AN� RET RNI DUC 5 LOCATED IN ANI UNCONDITIONED AT TIC 5114ALL BE DEEPLY
- : - ; �! - 4
SLAB O",i GRADE R-20:::'. RIMETER AND UNDER -ENTIRE 5LA5 : I ii
BURIED IN CEILING IN5ULAT`ON IN ACCORDANCE WIT'"' SECTION R4033.1
BELOW C'zRADE 5LAB R-20E-ERIMETER AND UNDER ENTIRE �L,45 . -
. 4 r_ = i I I
FOR MECHANICAL EQUIPMENT LOCA7 D OUTSIDE THE CONDITIONED SPACE, A -AXIML,t-� OF 10
i
OR LINEAR FEET OF RETURN DUCT AND �, LINEAR FEET OF SUPPLY DUCT CONNECTIONS TO wk.E
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COMPLIANCE 5A5=D ON 5ECTION R402,1A, fR'EzDU'_-,E -I HE TOTAL GOINDUC7VE UA 5 Yi 40%, EQUIPM`ENT MAY 5E OUTSIDE THE DEEPLY BURIED INSULATION.ALL MFTA_1LIC DUCTS': OCATED
. - -
ALL CTkER5 - 3-0 / GROUTDRI-2 - 2,0 OUTSIDE THE CONDITIONED SPACE MUST PA'v'P- BOTH TRAN6VER5-_14ND LONGITUDINAL JOINTS
.
I i : I 1 �
SEALED WTHI MAST 1C, IF FLEX DUCT6 ARE USED, THEY CANNOT CON-, AIN 5F_ ICES,
, 4 i " :
; i I E . E 0 �
I
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1_1 ADVANCED FRAMING AND RAi5ED HEEL T RU5SE5 OR RAFTERS DUCT LEAKAGE5HAL_ BE LIMITED TO 3 CFM PER 100 SQUARE F ET OF - NDITIONED F1 OCR
i 4 I
VERTICAL C;;L4ZNG J-0,2,5 AREA -AIR HAND;ER(5) SHALL 5ELOCATED WITHIN THE CONDITIONED SPACE.
;
I i ALL OTHER - 05 / (�iROJPR-2 - 0,5
R=4'� ADVANCED 0U'=0.020/'4,5 L�6TEF,) IN 5ECTIONA102,2], CEILING5 SELOW4 VENTED 471C
AND I
. : . 42 HVAC EQU11FIMENT AND ,45SOCIAT ED DUCT 5YSTEM(S) IN5TALLA. !ON SHALL COMIFILY WITH THE
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. - I � � - ; � �
R-49 VAUL'ED CE',LING6 1ITH FULL HIIEI(�;HT OF UN"-OMf='RE55EJD 'NS�LATION EXTENDING OVER THE �
REQUIREMENTS OF 5EC7ON R4033�1�
.
4 �
WALL TOP PLATE AT T�4E EAVEc�% ALL OTHERS - 0,5 / GROUP R-2 - 05 L�CAT ING 6`f',5TEM1 COMPONENTS IN CONDITIONED (--RAWL SPACES 15NOT PERMITTED UNDER TL415
OPTION.
t- i -
E-LECTR[C RESISTANCE HEAT AN:) DUCTLESS HEAT PUMPSARE NOT PlEf;:�MiTTED UNDER THIS
OP'TIONL
. i
DIRECT COMBU5TION HEATING EQU1iFMENT WITH AFUE LESS THAN 50% 15 NOTP;=RMITTED UNDER TH15
. I . � :
I I OPTION,
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TO QUALIFY TO C'm AIM 7k415GREDIT, THE BUILDING PERMIT DRAWINGS 5HAL; SPECIFY TH- OPTION
- . � - � -
I
BEING SELECTED, AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND SHALL SHOW THE
. �
LOGAT ION OF THE HEATING AND COOL -ING EOUIFMENT AND ALL Tr -4E �)UCTWORK,
i .
.
ALI- OTHER - 1,0 / GROUP R-2 - N/A
�7, EFF11CIENT WATER HEATING OPTION15
i .
ONLY ONE OPTIONFROM ITEMS 5.2 THRO�GH t -PL MAY BE SELECTED IN THI5,,C4TEGORY. 171`1 5]
MAYBE COMBINED WIT H' ANY OPTION -
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F,J 4 DRAIN WATER HEAT RECOVERY UNIT(5) 5�;.4 I 5-" INSTALLED, WHICH CAPTURES WASTE
�
WATER HEAT FROM ALL AND ONLY THE SHOWERS, AND HAS A t'11NIMUM EFFICIENCY OF 40% ;F
: I
INSTALLED =01,;:,1 EQUAL ,FLOW OR A I'l IN11IM11JM E_FF C 1r_:N1_Y OF 54% I= iN5 ; ALLED FOR UNEQUAL FLOW,
. � I L i
5UCI-4 UNITS SHALL BE RATED INACGORDANG-E jJ�`P. C5A 5�,�'OR 1AFMO IGC 34(o-2011 AND BE
50 LABELED,
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TO QUALIFY TO C,L4d'-I THIS CREDIT, THE BUiLDING PER�117 DRAWINGS SHALL INCLUDE A PLUMBING
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DIAGRAM THAT SPECIFIES THE DRAIN WATER HEAT RECOVERY JK-SANID THE PLUMBING L4-OU7,
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NEEDED TO IN57i ALL T, LA5EL5 OR OTHER DOCUMENTATION SHIALL BE PROVIDED THAT
. I
DEt".ONSTR4TE6 T144 THE UNIT COMPLIES WITH THE 57ANDARD�
t
ALL OTHERS - 05 / R-21 GROUP - O�5
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E�,2 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE F-OLLOWING:
r I 41 A MINIMUM �E= OF O.aO�
ENERGY STAR RAI ED GAS OR PROFANE WATER HEAT ER WIT- "I
T1-1 i it I t =: �
Io QUALIFYTO CLAIM THIS !RIEDIT, HE BUI_iDING PER�-117 DRAWINGS 614ALL SPECIFY THE OPTION
BEING SELECTED AND SHALL SPECIFY THE WA4ER HEATER EQUIPMENT TYPEAND T;4E M%IM1,UM
EQUIPMENT EFFICIENCY. ALL OTHERS - 03 / R-2 r-iROUP - 05
53 WATER HEATING SYSTEM SHALL INCLUDE ONE OFF THE FOLLOWING-.
ENERGY 5TARR,47ED GA5 OR PROPANE WATER HEATER IAT'' A MINIMUM UEF OF 0:�!
. " " -
OR
� I
I � �
50LAR WATER HEATING SUPPLEMENTING A'.,,`.1N1Z-%r-'I STANDARD WATER HEATER, SOLAR WATER
HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OFF a5 THEIRMS OR 2000 KWH BASED,ON THE
I
SOL411;,'- R4TINGAND CER7 IFICATION CORPORATION (Sf,�CC) ANNUAL PERFORMANCE OF OG -300
'
CERTIFIED SOLAR WATER HEATING SYSTEMS
OR
WATER HEATER HEATED BY GROUND SOURCE HEAT ,PUMP I"BETING THE REQUIREMENTS OF OPTION
33,
q I �
TO QUALIFY TOCLAIM TH15 CREDIT, ',HE 15U,"IDINGFIER,`117 DRAWING -6 614ALL SPECIFY THE OPTION
� .
E3EI\C- SELECTED AND 5l4ALL SPECIFY THE WA.ER HEATER EQUIPMENT TYPE AND TH- MINI'-1UM
EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER;-41EATIN6-, S Y5-1 E�15, TiL,E CALCIULATz'ON OF TH-
.
' 11 ,
I
MINIMUM ENERGY SAVINGS, ALL OTHER - 1-0 / R-2 GROUIF - 1-0
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i
5.4 W,4T=fR HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:
.
ELECTRIC. HEAT PUMF='WATER HEATER MEETING THE STANDARDS FOR TIER I OFF NEEA'6
ADVANCED WATER PEATING eF=CIF,ICAT,�00N
OR
FOR R-2 OCCUPANCY, ELECTRIC �IEAT PUMP WATER HEATER(5), M="="TING THE STANDARDS FOR
- I : I � i I
TIER I OF N - EA'S ADVAN,_`E:) �JATER HEATING 5PECIFICATION, 53HIALL SaUIPPLY DOMESTIC HOT
. - 1 i
WATER TOALL UNITS, IF ONE WATER HEATEF1,:'15 SERVING MORE THAN ONE DWEI LNG UNIT.ALL HIOT
I ; I . : j
WATER PF'Y / -IONF�=Nr--S�4ALLBE�N6UL,4�TE,:)L�l-. - i�
I H R a MINIMUM PIPE
L �, 5J - ,NID RECIRCULA� � I ; .
;
IN5UL4; ION,
.
. . 1 4 — I Y
TO QUALIFY TO CLAIM THIS CRE -DIT, Tk,E BUILDING FERT`17 DRAWINGS SH,'4LI SPECIF THE OPTION,
. i _E t
BEING SELECTED AND 5r'-,1,4LL SPECIFY THE WATER HE4TER EQUIPMENT TYPEE � TH- -,INI�-IUM
: 4 —
EQUIPMENT EEFFICTFNICY, ALL OTHER - 1_5 / R-2 GROUP - 2,0
4
i ;
5.5 JA I ER HEATING SYSTEM 5H'ALL IN,-- - UIDE ONE OF THE FOLLOWING:
; ')F NEEA'5
4 1 i
ELECTRIC HEA7PUMFW4TER HEATER MEETING THE 6TANDARD15 FOR TIER III G -
'
;..
ADVANCED WATER HEATING SPEC Fr_ICA ION
OF,
I =_ i;
FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER PEATER(6), MEE7NG THE STANDARDS FOR
'
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TIER III OF NEEA'5 ADVANCED WATER HEATING 55PECIFICA-1 ION, 614ALL 5UPPL'�' DOMESTIC L40T
�
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WA T1 - R 70ALL UNITS. IF ONE WATER HEATER 15 55ERVING MORE -114AN ONE DWELLING UNIT, ALL HO -i
- 4 . . i
" : . 4
WATER SUPPLY AND RECIRCJL47ION P�FING 514ALL BE INSULATED WITki R-(9 MINIMUM FIF�
iN5ULA !ONI.
� 7!
TO QUALIFY TO CLAIM THIS CRED17', THE BUILDING PERMIT DR4WING6 51-441_1 SPECIF`YTHE OPTION
I L I
-
i - �
5EI\C_- 5ELECTED4ND 5 -''ALL SPECII I THE WATER 1-4EATER, EQUIPMENT TYPE AND THF t'11NINUM
r � 1 - -
E(2UF,M-_N7 E"It ICIENCY4LL OTHER - 2,0, / R-2 GROUP - 25
;= i - 1 " �
5L WA"r R HEATING SYS EM. 51 iALL INGLJIDE ONE OF THE FOLLOWING:
; Ro 1 2
.
ELECT '�- HEAT PJM= WATER HEATE"!P, WIT�-. A MINIMUM �EF OF 2,'� AND 1,17LIZINIG A SPLIT SYSTEM
I �
CONFIGURATiONI W17H. -'I HE AIR- TO-REFRIGERANIT HEAT EXCHANGER LOCATED OUTDOO1
i t i �� R5.
. , "
EQUIPMEN7 SHALL MEET 6EICTION 4, REOUIREI'-�ENTS FORALL JNI'75, OF THE NEEA STANDARD
I I
.
I �I
ADVANCED WATEI,�,� HEATING 5PECIFICAT'ON WITH THE LE7 NOTED 4BOvE
OIRI
FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(5), MEETING THE 5TAND46RDS FOR
. -
I I :
TIER III OF NEEAI6.41)VANCED WATER HEATING 5PECIFIGAT, ION,4ND UTILIZING A6,__1LIT SYSTEM.
- i
. EAT EXCHANGER I OCATED O�TDOOR,5,5qAl I
CONPIGURATION, W171 i-4 '%4E AIRI-TO-REFRIGERANT HE - " � -
r
I :E ; I I
5UI-112' DOMESTIC HOT WAT R TO ALL UNITS, F ONE WA7 ER i4EA-ER 15 SERVING MORE THAN ONE
�
. � I I �
I - WAT R 5UFF1 ' AND RE-IR'C-�LATION -,PIPING SHALL BE INSULATED WITH.
; I .
DWELLING UN7, AL' 1-40; :E - I � � I �
t I
R-0 I"`1INIMU.Mi FIFEE NeUi ATIONL
11 � "
RE ti : � .
TO QUALIFY TO (��LAIM THIS C_ DIT� 7_4E BUILDING PER!"117 DRAWINGS SHALL SPECIFY THE OPTION
' . � I
I -R EQUIPMENT TYPE AND THE MINIMUM
5EI\r-- SELECTED 4ND SHALL SPECIFY THE WATER HEAT- - "
EQUIPMENT EFFIC;EN'C'Y. ALL OTHER - 25 /R-2 GROUP - 3,0
6. RENEWABLE ELECTRIC ENERGY OPTION
- � - i
ro,1 FOR E4C-41200 <UA -71 OF ELECTRICAL ��-ENERATION PER HOUSING UNIT PROVIDED ANNJAILL"!,
� :
B"' ON-51TE WINII) OR SOLAR EQUIPI"�EN A 10 CREDIT 5HALL BE ALLOWED, �F TO 3 CREDITS,
GENERATION ��HALL BE CALCULATED 45 FOLLOW,5;
I :
FOR 601_41`,� El ECTRkC 5-y5TEt'16, THE D=5*:G
, �Nj SHALL 51E DEM.ONS7 RATED TO MEET TH IS
.Ii .
I . . . I
REQUIREMENT USNr-:, HE NA IONAL RENEWABLE ENERGY LA5ORA7 ORY r_A.[,--J-'/-'-1 OR P\,/WA75
"
ORAPPROVFD ALTE�I`ATF BY THE CODE OFFICIAL,
I i -
. I , i "�
DOCUMENTATION NOTING SOLAR ACCESS SHALL BE INCLUDED ON TI; 1- PILAN15.
�
FOR WIND GENERAINON PROJEC-TS DE-AIGN5 _aHALL DOCUMENT AN%AL F'OWER GENERATION
. . 0
I
BASED ON THE FOLLOWrNG PACT IRS;
i -
THE WIND TURBINE POWER C-URVEi AVERAGE ANNUAL WNI) SPEED AT THE S[T_444 FREQUENCY
;I 4 �
D`5TRI5U7,")N OF I _4E WND SPEED AT T14E SITE AND HEIGHT OF THE TOWER.
, �
t
TO QUALIFY TO CLAIM THIS CREDIT, Tt--E BUiLDIN(S PERMIT DRALUNG�P,5 SHALL SPECIFY THE OPTION
. �
I
BEING SELECTED AND 5t'14ALL �,HIIOW THE PHOTOVOLTAIC OR Uj]N::) TU;P,51NE EQUiFMENT TYPE,
,
- I - I
PROVIDE DOC�MF TA; ION OF 50LAR AND WIND 4CCE-55, AND ING. U:D- A. CAL"ULATION OF THE
T _1 - I -
EN I �
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MINIMUM ANNUAL ENERGY POWER PRODUCTION.A.1L OT -TER - 1.0 / R-2 Gr-ROUF, - 1�0
.
7. AFF-IiANICE FAC<AGE OPTION
. 1 � -
7,11 ALL OF THE FOLLOWING APPLIANCES e4-4ALL BE NEWAND INSTAL' ED !N TH- DUJELLIN�'_- UNIT
. __ -
AND SHALL MEET THEE FOLLOWING STANDARDS:
D16I-4UJA_ak,EER - ENERGY STAR RATED
� I :-
REFRIGERATOR (F4 PROVIDED) - -ENERGY 574R RATED
WASHING MACHINE - EN_RGy 5TARRATED
DRYER - ENERGY STAR RATED, VENTLE65 D11R,YER WITH A, MINIMUM CEF RAT ING OF 5.2.
.� I
To QUALIFY TO',C-AIM THIS CREDIT, `P,E BUILDING PEfRt,17 DRAWN'c�,55HALL SPECIFY THE OPTION
�
E
BEING 5ELEC I ED AND SHALL \5�4OW THE AFFLIAN-GE TYPE AND PROVIDE DOGUMIENTATION OFF
j
.
ENERGY STAR COMPLIANCE. AT THE -1 IME" OF IN5f�`-ECTION, ALL APPLIANCES SHALL- BE INSTALLED
. � ,=
AND CONNEC E�) TO UTILITIES, DRYER "R
CT , DUC75AND EXT IOR DRYER VENT CAPS ARE NOT
.
t : I
PERMITTED TO BE INSTALLED 'IN THE DWELLING UNIT- ALL OTHER - 05 / R-2 GROUP - 15
a.AN ALTERNATIVE �41EATING 5,,.',URCE= SIZED ,4T4 MAXIMUM OF05 1LJ,47-&/FT2 (EQJIV,4LEN.) OF
.
HEATED FLOOR AREA OR ��00 WATTS, WPOHEVER 15 BIGGER, I"114 YJ BE INSTALLED 'IN 1"HiE
I 1 i
DWELLING U\1171
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II I 11 I I e
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11 � I �� 11 I �
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SHEET NUMBER
=�,�',,,,,"",]
,
I
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"
"
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11 �
,
w ft -1
FLR JST5. PER PLAN
R-30 NeULATION
3i4" T.4G. PLYWOOD 5U15FLOOR
GLUED 4 NAILED
ARC44'L, GRADE
V' ASPHALT 7
APPROVED :HURRICANE TIE
PER ENG'r-i GALLS.
&CWD VENT BLK'r:;
1122" NOM, 5PEAT14ING
4" GUTTER OVER
5/4 x 8" FASCIA
TYPICAL WALL
CONSTRUCTION
APPROVED RIM BOARD
05L. 2x TOP PLATE
1/2 NOM. EXT. 5HEATHING
1511ASPM.FELT OR
APER .AIR BARRIER
N011, EXT SIDING
5EE ELEVATIONS —10
2x BOTTOM PLATE -------
14FRvT) RIM
ODUNS OUT
GH -
FOUNDATION DRAIN
WA5�EDROC<FILE (TYPJ
PRE- MANLF TRUSSES 2411 or-,
5 TO MAIN7AIV MIN, 1
AR SPACE ABOVE IN51,IL4I10N. EX7FND
5AFFLE 12" ABOVE 5LO.LN-IN IN$UL,6rI0N
v v v R-45 IN5ULAT ICK
- 5/5 GU15
- 2 2x TOP PLA --_
-- R-21 1N5IJL4,T'ON
WHEN UeNrz 4 x HEADER N 2 x (o U),4_:L
FILL VOID w/R-10 FIC:;ID N$UL. BD,
R-21 NWI-ATM
F— FLR. J5T6. PER PLAN
1"2 Guz
'/2 rilJLa Is U1ALL5
APPROVED VAPOR BARRIER
WHERE REQUIRED
R-21 INSULATION
3/41'74G. PLYWOOD SUBFLOOR
GLUED 4 NAILED
R-30 INSULATION
FLR. JSTS. PER PLAN
P.T. SILL PLATE i
ANCHOR BOLTS PER E NG,
PER ENG'r-i CALC,6-4-
REINF. BAR:,
Q0
006 BLACK v15Q. VA OR BARRIER
TYP.
5OL11) &LOr_<\rc34x
ytt—
BEAM
BE U 55 ___ I,
8403-1-5 SLOPE. THE 7OF SURFACE OF F0073 IN'C-45 SHALL BE LEVEL,
ON
2x GUSSETS
EXCEEDING ONE 'UNIT VERTICAL IN 1:0 UNITS HORIZONTAL
50T. OF BEAT"
(10 -PERCENT SLOPE). FOOTINGS 514ALL BE 5TF_f='f=E=[) WHIERE 'T 15
ANC_ THE ELEVATION Or THE TOP OF
NECESSARY TO Cr_1"5U.FF,4CE r_
CO �
P.T. F:'0&7
HE FOOTINGS WILL EXCEED ONE 'UNIT VERTICAL IN 10 UNITS
HORIZONTAL (10 -PERCENT 5LOFE),
1
EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY
'_-'NC'5LA5 ON
4' C '
SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION,
ANCHOR POSTS AGAINST LATERAL
4" CG
CNS. SLAB ON
A MOVEMENT PER ENG;5. C4_7C5_
CONIC, PAD
L"y'
clo
006
vISQ, VAPOR BARRIER
fEf Nr.
c
GIRDER DETAR.
Af'
11-011
JALL5. THE GRADE SHA FALL NOT FEWER714AN (o INCHES 1152
SCALE.- 1/21i
DOWN DOOR
ARC44'L, GRADE
V' ASPHALT 7
APPROVED :HURRICANE TIE
PER ENG'r-i GALLS.
&CWD VENT BLK'r:;
1122" NOM, 5PEAT14ING
4" GUTTER OVER
5/4 x 8" FASCIA
TYPICAL WALL
CONSTRUCTION
APPROVED RIM BOARD
05L. 2x TOP PLATE
1/2 NOM. EXT. 5HEATHING
1511ASPM.FELT OR
APER .AIR BARRIER
N011, EXT SIDING
5EE ELEVATIONS —10
2x BOTTOM PLATE -------
14FRvT) RIM
ODUNS OUT
GH -
FOUNDATION DRAIN
WA5�EDROC<FILE (TYPJ
PRE- MANLF TRUSSES 2411 or-,
5 TO MAIN7AIV MIN, 1
AR SPACE ABOVE IN51,IL4I10N. EX7FND
5AFFLE 12" ABOVE 5LO.LN-IN IN$UL,6rI0N
v v v R-45 IN5ULAT ICK
- 5/5 GU15
- 2 2x TOP PLA --_
-- R-21 1N5IJL4,T'ON
WHEN UeNrz 4 x HEADER N 2 x (o U),4_:L
FILL VOID w/R-10 FIC:;ID N$UL. BD,
R-21 NWI-ATM
F— FLR. J5T6. PER PLAN
1"2 Guz
'/2 rilJLa Is U1ALL5
APPROVED VAPOR BARRIER
WHERE REQUIRED
R-21 INSULATION
3/41'74G. PLYWOOD SUBFLOOR
GLUED 4 NAILED
R-30 INSULATION
FLR. JSTS. PER PLAN
P.T. SILL PLATE i
ANCHOR BOLTS PER E NG,
PER ENG'r-i CALC,6-4-
REINF. BAR:,
Q0
006 BLACK v15Q. VA OR BARRIER
TYP.
TWO
STORY
GONFICx.
BE U 55 ___ I,
8403-1-5 SLOPE. THE 7OF SURFACE OF F0073 IN'C-45 SHALL BE LEVEL,
A6Pkl, FELT OR
APRVV AIR BARREIR
!I'NOM, EXT. 61DIN(::
5EE ELEVATION$
AFRVIDI RIM
METAL FLA&WIG
4" CONC. SLAB
A,
Aa
a
UF. MEMBRANE
5:7
UB OUT "4 BAR
x 1,61 0 24!1 O.G.
DOU5pouT
E'11 ,
RE INF, BAR$ Tlr;,14T' IN
PER ENG'G CALC6
FOUNDATIONDRAIN
W4k5-4_EDROCK FILL(
2x STUD5
R-21 1IN15ULATION
BASEBOARD
3/4" T 4G, PLYWOOD 5U15FLCOR
GLUED 4 NAILED
y I
R-30 11,15UATION
FLR. PER PLAN
2x P.T. SILL PLATE
APPROVED ANGH'OR BOLT'S
CALLS.-
PER ENr;:.'6, C,
'006 BLACK V15Q. VAPOR BARRIER
STUB 114 BARS OUT 15''
HTO CONIC. e 24" Of-
(TYP. eALL SLABS)
4" THICK CONCRETE
SLAB Lu/ TPIC<ENED EDGE
THICK CONCRETE
SLAB wl THICKENED EDGE
30,1-o
411 THICK CONCRETE
SLAB u/ THICKENED EDGE
e�-1 I
A
065A RID IF BLA V SQ
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APD- ULGH�, UT
MI A
m
✓I—
T
4�; ,
J '
PAM
6/x
4 CNN
PER
ENG.NG,
C -ALG&,
BE U 55 ___ I,
8403-1-5 SLOPE. THE 7OF SURFACE OF F0073 IN'C-45 SHALL BE LEVEL,
ON
EXCEEDING ONE 'UNIT VERTICAL IN 1:0 UNITS HORIZONTAL
(10 -PERCENT SLOPE). FOOTINGS 514ALL BE 5TF_f='f=E=[) WHIERE 'T 15
ANC_ THE ELEVATION Or THE TOP OF
NECESSARY TO Cr_1"5U.FF,4CE r_
CO �
C. F,
HE FOOTINGS WILL EXCEED ONE 'UNIT VERTICAL IN 10 UNITS
HORIZONTAL (10 -PERCENT 5LOFE),
1
EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY
'_-'NC'5LA5 ON
4' C '
SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION,
4" CG
CNS. SLAB ON
lY
L"y'
clo
N. PEE
R EN
6. CA
c
4�'CO`11F, =ILL SLOPE
GRADED TO DRAIN SUR FACE WATER FER AWAY FRO"', =1011%DATiON
JALL5. THE GRADE SHA FALL NOT FEWER714AN (o INCHES 1152
DOWN DOOR
FDUNDATIDN WALL SIZE: 8404.1,52 CONCRETE WALL THICKNESS. THE
DOWN '70 ::)0OfR
T4,C<NE55 OF CONCRETE FOUINDA"TON WALL5 SHALL BE EQUAL TO
-v
OR GREATER THAN THE 7 PICKNE55 0:: TH'�� WALE IN 7 HE STORY
CD
R4041I l
6 - 1-7,4501VE FIN15HED GRADE. CONCRETE AND
1. E
-
CD
.0 UND4TION (CALLS SHALL EXTEND AE30VE TW
MASONRY F: FINISHED
GRADE ADJACENT TO THE FOUNDATION AT ALS POINTS NOT LESS
THAN 41NCHE5(102MM) W.' EmASONR`'VENEER IE - USED AND
NOT LESS THAN ro INCHES (':52 `1'19 EL5EW,HER=
00
;3>EAM
WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS
SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH
co
THIS SECTION. WOOD SDLPFI ATE5 AT ALL EXT fRIORWALL5 ON
u
MONOLITHIC SLABS. 455WOOD SOLE PLATES OF BRACED WALL PANELS
AT BUILDING IN7 ROR5 ON MONOLITHIC SLABS AND ALL WOOD
SILL PL47E5 SHALL BE ANCHORED TO THE FOUNDATION W7,14
Z
MINIMUM 1/2 CH DIAME (17 MM) ANCHOR BOLTS SPACED NOT
E
GREATER HAN 6 FEET 1829 MM) ON CENTER OR APPROVED
7 VI
ANCHORS OF, ANCHOR 5 84F5 5f=4/ -ED 45 REQUIRE-[:) c PROVIDE
IMF --
EQUIVALENTANCHORAGETO 1/2 -?NICl; -DIAMETER 021 Mig"9ANCHOR
5OLT5. BOLTS SMALL EXTEND NOT LESS THAN I INCHES 070 1-11-1)
0
co
INTO CONCRETE OR GROUTED CELLS OF CONCRETE" ';*1A5OKR-
E
UNIIT&, THE 501-1 SHALL BE LOCATED IN THE MIDDLE THIRD OF
co
THE WIDTH 0 T�4 TE. 4, NUT AND W4 SH4,Ll BE TIG�._41
I=L/ 5HEP ENF::)
U)
ON EACH ANCHOR 50L HERE &HAL1 BE N/_ �
-H AN TL FEWER THAN TWO
U)
BOLTS PER FLAT. SECTION W714 ONE E30L LOCATED NOT' ORE
12 INCHES -IMI)
THAN 1305 Ii<
OR LESS THAN SEVEN BOLT DIAMETERS
ROM EACH END OF THE PLATE SECTION. INTERIOR BEARING WALL
SOLE PLATES ON ttLONOLTI-,!C SLAB FOUNDATION THAT ARE NO T
;>
ck
I POSITIVELY
PART OF 4 BRACED WALL PANEL 51-7114LL 5
ANCHORED WITH FAST SILL PLATES AND
-GAY
SOLE PLATES 5HAI L BE PROTECTED AGAINST D_ AND
0
TF2MITE5 WHERE REQUIRED BY SECTIONS8311AND R315,
T_
8311.1 LOCATION REQUIRED, PROTECTION OF WOOD AND
WOOD545ED PRODUCTS FROM DECAY 54ALL BE PROVIDED IN
:E o
i
TTI FOLLOWING LO/C4T ON5 BY THE U,5E OF NATURALLY DURABLE
Q
WOOD OR WOOD THA PRESERVATIVE -TREATED EATED IN
ACCORDANCE WITH A, JPA U1
0
CON' RE. WALLS HAYING CLEARANCES OF LESS 744\1 112 INCH
J6
(12.1 "1111-1) ON TOPS, SIDES AND ENDS,
FOUNDATION: R'003.2 FOOTINGS AND FOUNDATIONS, FOOTINGS FOR
7
MASONRY CHIMNEYS 5HALL BE CON6TR CCONCRETE OR
L I ED OF
SOLID "IASONIRYNO7 LESS 7 AN 12 INCHES 05'MM) THICK AN:
'40
U)
SHALL EXTEND LE55- THAN e, INCHES (1-52 MM) BEYOND THE
FAG 7H=
CEO= -FOJNE)ATlONCR5JP=CfRTMALL ONASL 5rlD=,5,
FOOTINGS SHALL BE FOUNDED ON NATURAL UNDISTURBED EAR IH
ul
co
OR ENG NEERED FILL BELOW FR05T DEF TI -4.
IN AREAS NOT SUBJECTED To FREEZING, FOOTINGS SHALL BE NOT
CD
LESS THAN r/ INCHES (305 MM) BELOW FINISHED GRADE.
:E 00
CONC, f�_)PT 'TR:ENGTH: 1 IRC 8402.2 CONCRETE 5HIA_HAVE A
MINIMUM 5FEI-PED COM`,f=RFS5IvE 5TREN6%4 AS 5,44 C
')WN IN TABLE
R402,2. 'CONCRETE 60JECT TO WEATHERING 5H41 L BE AIR
ENAINED AS SPECIFIED N TABLE 8402,2, UNLESS NOTED
T
OTHERWISE By THE ENGINEER Or RECORD 0\4 THEIR
co
FILL: 8506,2,2 BASE. 4 4 -INCH -THICK (102 t"l'i) 546E COUR5=
C-ON515*71NG Or CLEAN GRADED 5AND, GRAVEL, CRU5HED STONE,
CRUSHED CONCRETE OR CRUSHED 5 45 -FUIRNACE 51i A,r FA65ING
z
A 2 -INCH (51 MM) 51 SHALL PLACED ON 5�.E PREPARED
-m
0
SUBGRADE WHERE THE SLAB 15 BELOW GRADE.
R40-3.1.3 FOOTING. AND 57_�, WALL REINFORC ING I IN _161'11C
5 F
DTSIGN CATEGORIES DO, Dl, AND :)2, CONCRETE FOOTINGS
�I
LOCATED IN 5EIS-
IC DESIGN CA-EGORIE5 DO, DI AND D2, AS
�.D
1-
TABLE I83012(`), SHALL HAVE MINIMUM
REINFORCEMENT IN ACCORDANCE" WITH T H. SECTION AND FIGURE
1
.
I
T E
R403JA MINII`��Ulj`, DEFT H. EXTERIOR FOOTINGS SHAD BE
PLACED NO LESS THAN 12 INCHES 1305 MM) BELOW I HE
i
UNDISTURBED GROUND SURFACE- WHERE AFFI 1 -CABLE, THE DEPTH
OF FOOTINGS SHALL ALSO CONFORM TO SECTION R40314,1.
R40 '
311 MINIMUM SIZE. THE MINIMUM WIDTH, U, AND THICKNESS, T, FORCON'C
7"
RE. - F0071NIG5 SH...ALL BE IN ACCORDANCE WITH H TABLES
84033,1(') THROUGH R403.(3) AND FIGURE 8403,V1) OR 8403.1.3, AS
I
LOAD-5EARING VALUE OF THE S01_1 IN ACCCRDA`N,_-_ WITH IABLP
T THAN �IR401,41 POO, ING PROJECTIONS, F, SHALL BE NOT LES .4 N 2
CHECKED
INCHES (51 MM) AND 5HALL NO, EXCEED THE T1-1IC<NE55 OF THE
FOOTING. FOOTING THICKNESS A OJEC ION FOR FIREF� A-�r_
AND FR L 1.1
NHD
ORDANCE Wil CT[ON R10012. THE SIZE O__
SHALL 5E !NAC-�' 1H 5E
iE
I
FOOTINGS SUPPORTINGSUPPORTINGFIERaS AND COLUMNS SHALL BE BASED 0 N
DRAWN BY
THE TRIBUTARY LOAD AND A LOWABI E _601-1 PRESSURE IN
mjw
AG ORDANCE WI 4 TABLE R4014.1. FOOTI NG5 FOR WooD
FOUNDATIONS SHALL BEE IN ACCORDANCE W11THTHP DE-7AILS5ET
DESIGN
FORTH IN SECTION R403,2, AND Pr_-zJRE=5 R403,1,'2'AND R403,j(3),
,, RDANCE
FOOT:'NG5 FOR. PRECAST =101UNDATIONS SHALL BE A-10
1394
WITH THE DFTAil 6 SET FOR7H IN SECTION R403.4, TABLE R403.4,
AND FIGURE5 R403.40) AND 8403,4(2),
o
R406�1 G CNG TE AND MASONRY FOUNDATION D,4MFF1ROO:Nr
CONCRETE '
r,
B
SHEET NUM ER
EXCEPT J11 -FIRE REaUIRED BY 5=1-71ON R4062 TO BE
..... . .....
cv-
-
------
ENCLOSE INTERIOR SPACES AND FLOORS BEL O/1 GRADE SHALL BE
DAMIFFIROOPED FROM THE HIGHER OF (4) THE TDP OF THE FOOTING -
OR (5)(o INCHES (152 MM) 5=1 0111 -4E TOP OF ilE BASEMENT*'
FLOOIR, TO THE FINISHED GRADE, MASONRY WALLS
&HIALL HAVE NOT LE55 THAN 3/8 -INCH 015 MM) PORTLAND LANE) GEI-IEN I
1 OF 7
FAFRG;NG APDL IED TO THE =XTr:R:OR OF THE WALL. THE FARGING
r-
SHA: L BE D,41-IFPROOFED IN ACCORDANCE WITH ONE OF THE
FO OWING:
1. B1;1:6MINOU5 GOA TING.
2. T14RE- POUNDS PER 5aUARE YARD (],63 <G/1`12) OFF ACRYLIC
In
MODIFIED _'-E1`EN7.
3, MI") COAT OF 5UIRFACE -BOND 'ING
_1FI`1ENTI COMPLY NG WITH ASTM C807,
ANY
.4 -RMITT D FOR WATERPROOF'NG IN SECTION
R40ro.2.
5. OTHER APPROVED METHODS OR MATERIALS.
EXCEPTION- FARGINIG OFUNIT MASONRY" WALLS 15 NOT REQUIRED
WHERE A 1'14TIDRIAL' IS Aint I.ROVED FOR DIRECT APPLICATION TO
rL.
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AM
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=05T
B43E PER ENG_
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F
:A
L
2
2 #4 BARS DONT. IN 2 04 54R6 GONT, IN
FTG, DOOR OPENING .. FTG. "DOOR OPENING
— j L
7"L
. ......
E_71GE OF EDGE or
SLAB 7YF
SLAB YR)
OF 2 L, 4i-_11_ OF 2
5F)AC. AIRSPACE I 1'-
11 "
0 1/2 ii 11/2
ill 0 V'"
It -0;7
3o 1-0
4
Z,
t-OUNDAI ION PLAN
COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC.
5/ A L E
D
TOUT I. VENT" 4TION
,
PROVIDE CRAWL 5FAGE VrENTILATION A5 E'ER IRC
(1610 5q, Ft, x 1/150 = 4,1 5,5. Ft. VENT AREA REQ'ID )
DIV
to x to !*05
BASE FER,
I f
z v
r LK
ipv >
A,,
STUB *4 BARS OUT 10"
INTO GONG- Irii 24" D.C.
(TYF. � ALL SLABS)
4" THICK CONCRETE
SLAB Lu/ THICKENED EDGE
IN, u
117
4
-----------
LIMITED LICENSE 661131
e_
/94838
-
501!1-S. IRC 8401.4.1 IN LIEU OF A CO'IFLEE GEO-T:_ C,NIC4L
4 >
EVALUATION, THE LOAD-BEARING VALUES IN TABLE R401,4J SHALL
BE U 55 ___ I,
8403-1-5 SLOPE. THE 7OF SURFACE OF F0073 IN'C-45 SHALL BE LEVEL,
ON
EXCEEDING ONE 'UNIT VERTICAL IN 1:0 UNITS HORIZONTAL
(10 -PERCENT SLOPE). FOOTINGS 514ALL BE 5TF_f='f=E=[) WHIERE 'T 15
ANC_ THE ELEVATION Or THE TOP OF
NECESSARY TO Cr_1"5U.FF,4CE r_
THE FOOT ING5 OR WHERE THE aLC:::E OF THE BCT TOM SURFACE OF
HE FOOTINGS WILL EXCEED ONE 'UNIT VERTICAL IN 10 UNITS
HORIZONTAL (10 -PERCENT 5LOFE),
1
EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY
'_-'NC'5LA5 ON
4' C '
SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION,
4" CG
CNS. SLAB ON
lY
L"y'
E C -;E SHALL BE DIVERTED TO A
R403 DRAINAGE. SURFACE DRAINAGE
i
4 " G O! 'IF. FILL SLOPE
COLLECT ION THAT DOES NOT CREATE 4 HAZARD. LO TS SHALL BE
4�'CO`11F, =ILL SLOPE
GRADED TO DRAIN SUR FACE WATER FER AWAY FRO"', =1011%DATiON
JALL5. THE GRADE SHA FALL NOT FEWER714AN (o INCHES 1152
DOWN DOOR
FDUNDATIDN WALL SIZE: 8404.1,52 CONCRETE WALL THICKNESS. THE
DOWN '70 ::)0OfR
T4,C<NE55 OF CONCRETE FOUINDA"TON WALL5 SHALL BE EQUAL TO
-v
OR GREATER THAN THE 7 PICKNE55 0:: TH'�� WALE IN 7 HE STORY
CD
R4041I l
6 - 1-7,4501VE FIN15HED GRADE. CONCRETE AND
1. E
-
CD
.0 UND4TION (CALLS SHALL EXTEND AE30VE TW
MASONRY F: FINISHED
GRADE ADJACENT TO THE FOUNDATION AT ALS POINTS NOT LESS
THAN 41NCHE5(102MM) W.' EmASONR`'VENEER IE - USED AND
NOT LESS THAN ro INCHES (':52 `1'19 EL5EW,HER=
00
R40ORAGE, WOOD 5ILL !=R4031,6NI-'H ATEe AND
FOUNDATION A
WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS
SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH
co
THIS SECTION. WOOD SDLPFI ATE5 AT ALL EXT fRIORWALL5 ON
u
MONOLITHIC SLABS. 455WOOD SOLE PLATES OF BRACED WALL PANELS
AT BUILDING IN7 ROR5 ON MONOLITHIC SLABS AND ALL WOOD
SILL PL47E5 SHALL BE ANCHORED TO THE FOUNDATION W7,14
Z
MINIMUM 1/2 CH DIAME (17 MM) ANCHOR BOLTS SPACED NOT
E
GREATER HAN 6 FEET 1829 MM) ON CENTER OR APPROVED
7 VI
ANCHORS OF, ANCHOR 5 84F5 5f=4/ -ED 45 REQUIRE-[:) c PROVIDE
Z cO E
EQUIVALENTANCHORAGETO 1/2 -?NICl; -DIAMETER 021 Mig"9ANCHOR
5OLT5. BOLTS SMALL EXTEND NOT LESS THAN I INCHES 070 1-11-1)
0
co
INTO CONCRETE OR GROUTED CELLS OF CONCRETE" ';*1A5OKR-
E
UNIIT&, THE 501-1 SHALL BE LOCATED IN THE MIDDLE THIRD OF
co
THE WIDTH 0 T�4 TE. 4, NUT AND W4 SH4,Ll BE TIG�._41
I=L/ 5HEP ENF::)
U)
ON EACH ANCHOR 50L HERE &HAL1 BE N/_ �
-H AN TL FEWER THAN TWO
U)
BOLTS PER FLAT. SECTION W714 ONE E30L LOCATED NOT' ORE
12 INCHES -IMI)
THAN 1305 Ii<
OR LESS THAN SEVEN BOLT DIAMETERS
ROM EACH END OF THE PLATE SECTION. INTERIOR BEARING WALL
SOLE PLATES ON ttLONOLTI-,!C SLAB FOUNDATION THAT ARE NO T
;>
ck
I POSITIVELY
PART OF 4 BRACED WALL PANEL 51-7114LL 5
ANCHORED WITH FAST SILL PLATES AND
-GAY
:A
L
2
2 #4 BARS DONT. IN 2 04 54R6 GONT, IN
FTG, DOOR OPENING .. FTG. "DOOR OPENING
— j L
7"L
. ......
E_71GE OF EDGE or
SLAB 7YF
SLAB YR)
OF 2 L, 4i-_11_ OF 2
5F)AC. AIRSPACE I 1'-
11 "
0 1/2 ii 11/2
ill 0 V'"
It -0;7
3o 1-0
4
Z,
t-OUNDAI ION PLAN
COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC.
5/ A L E
D
TOUT I. VENT" 4TION
,
PROVIDE CRAWL 5FAGE VrENTILATION A5 E'ER IRC
(1610 5q, Ft, x 1/150 = 4,1 5,5. Ft. VENT AREA REQ'ID )
DIV
to x to !*05
BASE FER,
I f
z v
r LK
ipv >
A,,
STUB *4 BARS OUT 10"
INTO GONG- Irii 24" D.C.
(TYF. � ALL SLABS)
4" THICK CONCRETE
SLAB Lu/ THICKENED EDGE
IN, u
117
4
-----------
LIMITED LICENSE 661131
e_
/94838
-
501!1-S. IRC 8401.4.1 IN LIEU OF A CO'IFLEE GEO-T:_ C,NIC4L
4 >
EVALUATION, THE LOAD-BEARING VALUES IN TABLE R401,4J SHALL
BE U 55 ___ I,
8403-1-5 SLOPE. THE 7OF SURFACE OF F0073 IN'C-45 SHALL BE LEVEL,
THE BOTTOM SURFACE OF FOOTINGS 54AU NOT HAVE A SLOPE
EXCEEDING ONE 'UNIT VERTICAL IN 1:0 UNITS HORIZONTAL
(10 -PERCENT SLOPE). FOOTINGS 514ALL BE 5TF_f='f=E=[) WHIERE 'T 15
ANC_ THE ELEVATION Or THE TOP OF
NECESSARY TO Cr_1"5U.FF,4CE r_
THE FOOT ING5 OR WHERE THE aLC:::E OF THE BCT TOM SURFACE OF
HE FOOTINGS WILL EXCEED ONE 'UNIT VERTICAL IN 10 UNITS
HORIZONTAL (10 -PERCENT 5LOFE),
EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY
SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION,
REMDD=LING AND DEMOLITION WORK. VERIFY METHOD llilTr-I LOCAL
E C -;E SHALL BE DIVERTED TO A
R403 DRAINAGE. SURFACE DRAINAGE
STORM SEWER CONIVE Y/,,NC_OR OTHER AFF OVED I CINT OF
COLLECT ION THAT DOES NOT CREATE 4 HAZARD. LO TS SHALL BE
GRADED TO DRAIN SUR FACE WATER FER AWAY FRO"', =1011%DATiON
JALL5. THE GRADE SHA FALL NOT FEWER714AN (o INCHES 1152
MM)WI THE F(RISTIO FEET 13048 Mlrl)
FDUNDATIDN WALL SIZE: 8404.1,52 CONCRETE WALL THICKNESS. THE
T4,C<NE55 OF CONCRETE FOUINDA"TON WALL5 SHALL BE EQUAL TO
OR GREATER THAN THE 7 PICKNE55 0:: TH'�� WALE IN 7 HE STORY
CD
R4041I l
6 - 1-7,4501VE FIN15HED GRADE. CONCRETE AND
1. E
-
CD
.0 UND4TION (CALLS SHALL EXTEND AE30VE TW
MASONRY F: FINISHED
GRADE ADJACENT TO THE FOUNDATION AT ALS POINTS NOT LESS
THAN 41NCHE5(102MM) W.' EmASONR`'VENEER IE - USED AND
NOT LESS THAN ro INCHES (':52 `1'19 EL5EW,HER=
00
R40ORAGE, WOOD 5ILL !=R4031,6NI-'H ATEe AND
FOUNDATION A
WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS
SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH
co
THIS SECTION. WOOD SDLPFI ATE5 AT ALL EXT fRIORWALL5 ON
u
MONOLITHIC SLABS. 455WOOD SOLE PLATES OF BRACED WALL PANELS
AT BUILDING IN7 ROR5 ON MONOLITHIC SLABS AND ALL WOOD
SILL PL47E5 SHALL BE ANCHORED TO THE FOUNDATION W7,14
Z
MINIMUM 1/2 CH DIAME (17 MM) ANCHOR BOLTS SPACED NOT
E
GREATER HAN 6 FEET 1829 MM) ON CENTER OR APPROVED
7 VI
ANCHORS OF, ANCHOR 5 84F5 5f=4/ -ED 45 REQUIRE-[:) c PROVIDE
Z cO E
EQUIVALENTANCHORAGETO 1/2 -?NICl; -DIAMETER 021 Mig"9ANCHOR
5OLT5. BOLTS SMALL EXTEND NOT LESS THAN I INCHES 070 1-11-1)
0
co
INTO CONCRETE OR GROUTED CELLS OF CONCRETE" ';*1A5OKR-
E
UNIIT&, THE 501-1 SHALL BE LOCATED IN THE MIDDLE THIRD OF
co
THE WIDTH 0 T�4 TE. 4, NUT AND W4 SH4,Ll BE TIG�._41
I=L/ 5HEP ENF::)
U)
ON EACH ANCHOR 50L HERE &HAL1 BE N/_ �
-H AN TL FEWER THAN TWO
U)
BOLTS PER FLAT. SECTION W714 ONE E30L LOCATED NOT' ORE
12 INCHES -IMI)
THAN 1305 Ii<
OR LESS THAN SEVEN BOLT DIAMETERS
ROM EACH END OF THE PLATE SECTION. INTERIOR BEARING WALL
SOLE PLATES ON ttLONOLTI-,!C SLAB FOUNDATION THAT ARE NO T
;>
ck
I POSITIVELY
PART OF 4 BRACED WALL PANEL 51-7114LL 5
ANCHORED WITH FAST SILL PLATES AND
-GAY
SOLE PLATES 5HAI L BE PROTECTED AGAINST D_ AND
0
TF2MITE5 WHERE REQUIRED BY SECTIONS8311AND R315,
T_
8311.1 LOCATION REQUIRED, PROTECTION OF WOOD AND
WOOD545ED PRODUCTS FROM DECAY 54ALL BE PROVIDED IN
:E o
i
TTI FOLLOWING LO/C4T ON5 BY THE U,5E OF NATURALLY DURABLE
WOOD OR WOOD THA PRESERVATIVE -TREATED EATED IN
ACCORDANCE WITH A, JPA U1
0
CON' RE. WALLS HAYING CLEARANCES OF LESS 744\1 112 INCH
J6
(12.1 "1111-1) ON TOPS, SIDES AND ENDS,
FOUNDATION: R'003.2 FOOTINGS AND FOUNDATIONS, FOOTINGS FOR
7
MASONRY CHIMNEYS 5HALL BE CON6TR CCONCRETE OR
L I ED OF
SOLID "IASONIRYNO7 LESS 7 AN 12 INCHES 05'MM) THICK AN:
'40
U)
SHALL EXTEND LE55- THAN e, INCHES (1-52 MM) BEYOND THE
FAG 7H=
CEO= -FOJNE)ATlONCR5JP=CfRTMALL ONASL 5rlD=,5,
FOOTINGS SHALL BE FOUNDED ON NATURAL UNDISTURBED EAR IH
ul
co
OR ENG NEERED FILL BELOW FR05T DEF TI -4.
IN AREAS NOT SUBJECTED To FREEZING, FOOTINGS SHALL BE NOT
CD
LESS THAN r/ INCHES (305 MM) BELOW FINISHED GRADE.
:E 00
CONC, f�_)PT 'TR:ENGTH: 1 IRC 8402.2 CONCRETE 5HIA_HAVE A
MINIMUM 5FEI-PED COM`,f=RFS5IvE 5TREN6%4 AS 5,44 C
')WN IN TABLE
R402,2. 'CONCRETE 60JECT TO WEATHERING 5H41 L BE AIR
ENAINED AS SPECIFIED N TABLE 8402,2, UNLESS NOTED
T
OTHERWISE By THE ENGINEER Or RECORD 0\4 THEIR
co
FILL: 8506,2,2 BASE. 4 4 -INCH -THICK (102 t"l'i) 546E COUR5=
C-ON515*71NG Or CLEAN GRADED 5AND, GRAVEL, CRU5HED STONE,
CRUSHED CONCRETE OR CRUSHED 5 45 -FUIRNACE 51i A,r FA65ING
z
A 2 -INCH (51 MM) 51 SHALL PLACED ON 5�.E PREPARED
-m
0
SUBGRADE WHERE THE SLAB 15 BELOW GRADE.
R40-3.1.3 FOOTING. AND 57_�, WALL REINFORC ING I IN _161'11C
5 F
DTSIGN CATEGORIES DO, Dl, AND :)2, CONCRETE FOOTINGS
�I
LOCATED IN 5EIS-
IC DESIGN CA-EGORIE5 DO, DI AND D2, AS
TABLE I83012(`), SHALL HAVE MINIMUM
REINFORCEMENT IN ACCORDANCE" WITH T H. SECTION AND FIGURE
8403J3. fIR-EINFORCEMENT SHALL BE INSTALLED WITH SUPPORT
AND COVER IN ACCORDANCE WITH SECTION 8403.135,
T E
R403JA MINII`��Ulj`, DEFT H. EXTERIOR FOOTINGS SHAD BE
PLACED NO LESS THAN 12 INCHES 1305 MM) BELOW I HE
UNDISTURBED GROUND SURFACE- WHERE AFFI 1 -CABLE, THE DEPTH
OF FOOTINGS SHALL ALSO CONFORM TO SECTION R40314,1.
R40 '
311 MINIMUM SIZE. THE MINIMUM WIDTH, U, AND THICKNESS, T, FORCON'C
7"
RE. - F0071NIG5 SH...ALL BE IN ACCORDANCE WITH H TABLES
84033,1(') THROUGH R403.(3) AND FIGURE 8403,V1) OR 8403.1.3, AS
4pFUC45LP. THE FOOTING WIDTHSHALL BE BASED ON T
LOAD-5EARING VALUE OF THE S01_1 IN ACCCRDA`N,_-_ WITH IABLP
T THAN �IR401,41 POO, ING PROJECTIONS, F, SHALL BE NOT LES .4 N 2
CHECKED
INCHES (51 MM) AND 5HALL NO, EXCEED THE T1-1IC<NE55 OF THE
FOOTING. FOOTING THICKNESS A OJEC ION FOR FIREF� A-�r_
AND FR L 1.1
NHD
ORDANCE Wil CT[ON R10012. THE SIZE O__
SHALL 5E !NAC-�' 1H 5E
iE
I
FOOTINGS SUPPORTINGSUPPORTINGFIERaS AND COLUMNS SHALL BE BASED 0 N
DRAWN BY
THE TRIBUTARY LOAD AND A LOWABI E _601-1 PRESSURE IN
mjw
AG ORDANCE WI 4 TABLE R4014.1. FOOTI NG5 FOR WooD
FOUNDATIONS SHALL BEE IN ACCORDANCE W11THTHP DE-7AILS5ET
DESIGN
FORTH IN SECTION R403,2, AND Pr_-zJRE=5 R403,1,'2'AND R403,j(3),
,, RDANCE
FOOT:'NG5 FOR. PRECAST =101UNDATIONS SHALL BE A-10
1394
WITH THE DFTAil 6 SET FOR7H IN SECTION R403.4, TABLE R403.4,
AND FIGURE5 R403.40) AND 8403,4(2),
H 10-27
R406�1 G CNG TE AND MASONRY FOUNDATION D,4MFF1ROO:Nr
CONCRETE '
r,
B
SHEET NUM ER
EXCEPT J11 -FIRE REaUIRED BY 5=1-71ON R4062 TO BE
WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND
ENCLOSE INTERIOR SPACES AND FLOORS BEL O/1 GRADE SHALL BE
DAMIFFIROOPED FROM THE HIGHER OF (4) THE TDP OF THE FOOTING -
OR (5)(o INCHES (152 MM) 5=1 0111 -4E TOP OF ilE BASEMENT*'
FLOOIR, TO THE FINISHED GRADE, MASONRY WALLS
&HIALL HAVE NOT LE55 THAN 3/8 -INCH 015 MM) PORTLAND LANE) GEI-IEN I
1 OF 7
FAFRG;NG APDL IED TO THE =XTr:R:OR OF THE WALL. THE FARGING
r-
SHA: L BE D,41-IFPROOFED IN ACCORDANCE WITH ONE OF THE
FO OWING:
1. B1;1:6MINOU5 GOA TING.
2. T14RE- POUNDS PER 5aUARE YARD (],63 <G/1`12) OFF ACRYLIC
In
MODIFIED _'-E1`EN7.
3, MI") COAT OF 5UIRFACE -BOND 'ING
_1FI`1ENTI COMPLY NG WITH ASTM C807,
ANY
.4 -RMITT D FOR WATERPROOF'NG IN SECTION
R40ro.2.
5. OTHER APPROVED METHODS OR MATERIALS.
EXCEPTION- FARGINIG OFUNIT MASONRY" WALLS 15 NOT REQUIRED
WHERE A 1'14TIDRIAL' IS Aint I.ROVED FOR DIRECT APPLICATION TO
5/5" GW5 (TYPE 'X` �
2x STUDS
3/4" T,4G, PLYWOOD SUBFLOOR,
2x RN jOGT5 GLUED E NAILED
EXPANSION JOINT
-R-30 INSULATION
42'CONC. 6LA5 ON (o MIL
V6QUEE I N VAPOR BARRIER A FL
_. JETS. PFR PLAN
.. . ........ . ........
2x P.T. 5ILL PLATE
1'- 4 -4
APPROVED ANCHOR 50LIT5
PER ENG'&GALC5.
PER ENIS'G CALC6
.00( , BLACK V 6Q, VAPOR BARRIER
AREA SEP. DETAIL �'
EXT. FIN. FIERELEV,
15" FELT --
1/2" SHEATHING —
FTC DRAIN IN
WASHED ROCK FILL (TYF.)
2x STUDSIro'. 0,0,
2x BASE PLATE
411 GONG.SLAB ON & MIL
vISQUEEN VAPOR BARRIER
411 COMPACT CRUSHED ROCK
545E
-A
NOTE: VERIFY ANCHOR BOLT 517E
4 5 -FACING AND RE5AR
SIZE 4 SPACING WITH= ENGINEER CAI `5,
REINF. BARS
PER ENGIG c4LCS
STEM WALL DEtAIL
AREA 5'UMMAFRi'
MAIN FLOOR: &2a 5P, E:AGq 510E
UFFER FLOOR: aro(o 5,F. EACH 51DE
"-0TAL_- 1,49' 5q, Fil, EZEA/C%4 5DEE
COVE) FOfRCH, PATIO: 25 5Ft
G41R4,GE. 231 50,, Ft. EACH ��_C)E'
I
eLA55 4FE,4- 100 5q, Ft,
GLAZINr_:x f=ERGENTAG� (GL / FL): 12,7i % E-4CH 510E
8403,4 MEC!�ANIGAL 5`5 EM PIPING CAPABLE
OF CARRYING FLJ1E)5,45OV-_ 'O5 °F (411G) OR
51ELOLU :55T (i3°C) SHALL BE NSU_14TED TO A
MINIMUM OF R o,
If
II
II
it
EXF41\1510N TAT REO. W
CLOSED PLIJM51NG 5r'S'TEM.
5L4UT OFF VALVE ON
COLD WATER CONN,
T LEX1151 E WATER CONNECTION
MAX 24'' IN LENGTH
T/F VALVE DRAIN ;TIE TO RUN TO
XT RIOR POINTING DOUNI (o "MIN.
TO 24" MAX. FROM GRIOUNLD.
%` X 22 GAUIG E SEISMIC 51 RAP
N HE UFF_F, AND LOWER TPIRD5,
�Jl/ MIN. Y4 X 2 LAG SCREW 4
2 X 4 LE-DGER ATTACHED TO
STUZ)5 55,x' Y4 X 4 LAG; SCSRIE�J5
1-- FLEX15LE- (-':;,45 CONN,
ANI,E_R HEAT t2)
NI, IR IJJAT_ E 1 ER
TO 545E - 5,45E TO FLOOR
R A 1 6E PI
A-50VE F
T LIGHT 101;
F -IR,
151 1 'EATER -"'-fRT
WATER H U I— t -WO Co�
(UJSEC R4G3.5.5) ALL ELECTRIC WATER Im4EATER5 N, )NHIE4T-D SPACES OR ON (_-ONGRE
FLOOR5 51-.4-l1 BE PLACED ON A IN5UL/,TIED 5URF,4G- 11H4 4 �IN, THERMAL RE515TANGE
OF'R-10AND A MINIMUM 'COMPIRE551VE 5TRENGTH OF 40 F51,
Ing,
[a
NOTE:
While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION
MUST BE VERIFIED prior to ordering any raw materials or fabricated components.
Any structural components specified are for reference only and must be verified with the ENGINEER
OF RECORD's "S -Sheets" and/or (attached) documents
M5052 RECIRCULATION OF AR, EXHAUST AIR FROM, BATHROOMS
AND TOILET ROOMS 5HALL, NOT BE RECIRCULATED WITHIN A
RESIDENGE OR -GIRIGULATED TO ANOTHER DWELLING UNIT AND
SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR
FROM BATHIR001--f-,
TOILET ROOt-1154ND KITCHENS SHALL NOT
DISCHARGE INTO AN 471G, CRAWL SPACE OR OTHER R 4REA16 INSIDE
THE 5J!LDINC-. Ti415 SECTION SHALL NOT PROHIBIT THE
INSTALLATION C;-- D'CTLfH55 RANGE HOODS IN AG-CORDANGE
W17H THE EXGEP710N TO SECTION 1"'.15033,
M1505A WHOLE -HOUSE MECHANIGAL VENTILAT!ON SYSTEM,
IM
WI-40LE-HOU5E MECHANICAL VENITI-IATION1 51'STEM5 SHALL BE
DE516NIED IN ACCORDANCE WITH SECTIONS M1505.4,1 THROJ&.4"
M505A] 5YSM"! DE51GN. THEWHOLE-HOUSEVENTILATION
SYSTEM 5-4.41 L CON151ST OF ONE OR MORE eUFF OR EXHAU57
FANS, OF, A COMB NATION OF 5UGPI, AND 455OCIATED & AND
CONT RCL5, LOCAL EXHAU5T OR SUPPLY FANS ARE PERMITTED TO
SERVE AS SUCH A SYSTEM. OUTDOOR AIR DUCTS CONNECTED TQ
THE RETJRN SaIDE OF AN AIR HANDLER SHALL SE CONSIDER=""-/ 145
PROVIDING 5UFPLY VEN`TLAION.
M1S0a.4.2 SY5TEMCONTRICL5. THE WHOLE -HOUSE MECHANICAL
VENTILATION SYSTEM 5ri",IALL 13E PROVIDED WITH CONTROL THAT
ENABLE MANUAL OVERRIDE.
M4505,43 MECHANICAL VENTILATION RATE, THE WHOLEHOUZE
MECHANICAL VENTILAT !CN SYST-i-1 SHAT L PROVIDE OUTDOOR
AIR AT A CONTINUOUS RATE AS DETERMINED IN Ar-GORDAN-C'E WITH
TABLE OR EQUATION 15-1.VENTiLATION RATE 1N4 CUBIC
FT PER MINUTE = 10,01 x TOTAL 1
TAL SQUARE FOOT AREA OF-
HOU15E)
7,5, x (NUMBER OF BEDROOMS 4 1) EQUATION 15-1
1-1160141 JOINTS, SEAMS AND CONNECTIONS, LONGITUDINAL
AND TRANSVERSE JOINTS, SEAMS AND CONNECT IONS IN M.ETALILIG
AND NONMETAl LIC DJC75 SHALL BE CON5TRUCTED,45 SPECIFIED
IN 5MACNA HVAC DUET CON511'RUCTION STANDARDS --METAL
AND FLEXIBLE AND NAIMA P15ROUa- GLASS DUCT CCN57RUCTION
STANDARDS. JOINTS, LONGITUDINAL AND TRAN5VER5E 5E,,'"11-15,
,AND CONNECTIONS IN DUGTWOFK SHALL BE SECURELY -FASTENED
AND SEALED WITH WELDS, riA5KET5, MAeTIC5 (ADHE51'VE5) MASTIC -
SYSTEMS, LIQUID SEALANTS OR TAPES.
TAPES AND MAST IC5 USED TO 5EAL FIBROUS GLA55 DU'_-TW,/.)R<
SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 101A
AND SHALL BE MARKED 1`013-P° FOR FRE65URE-5ENI5ITIVEE TAPE,
'1101 A4`1 FOR I-11,45TIG OR lai A-1 POR E -5ENSITIVE
TAPE, TAPES AND MA57r-a USED TO SEAL METALLIC AND
FLEXIBLE AIR DUCTS AND FLEXIBLE AIR OONNE,-�!70Ra SHALL
COMPLY WITH UL loi!S AND SHALL BE MARKED 'lal B -FX` FOR
PRE55URE-SENSITIVE TAPE OR 1011 BM" FOR MAST IG. DUCT
CONNEC71ON5 TO FLANGES OF AIR DIS R1BUT ON 5Y3TEI'l
EQUIPMENT SHALL BE SEALED AND MECHANICALLY :=43-1 ENED.
MEG�IANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALL IC AIR
DUCTS SHALL C-OMFLY LUI-, J! '51BAND &HA.
L BE MARKED
JOINTS FOR
ROUND METALLIC DU'_75 SHALL HAVE E A
GONTAC7 LAP OF NOT LE55THAN ! M;H- (25 `t"VMD 5HALL BE
MECHANICALLY FASTENED By MEANS OF NOT LES5 THAN THREE
5HFET-METAL SCREWS OR RIVET EQUALLY SPACED AROUND THE
JOINT,
ECiRE55 DOOR: R3112 EGRE55 DOOR- NOT LE65 THAN ONE E&RE55
i I
DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE
EGRESS DOOR SHALL BE SIDE -HINGED, AND SHALL PROVIDE A
CLEAR, WIDTH. OF NOT LESS TiHAN 32 1NG4E5 (aI3 ' WHERE
MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH
THE DOOR OPEN 90 DEGREES (1.51 RAG). THE CLEAR HEIGHT OF
THE DOOR OPENING 5HALL BE NOT LESS THAN 781 INCHES MV)
IN NEIGH T MEASURED THE TOP OF THE THRESHOLD -!0 THE
5070T-11 OF THE STOP. OTHER D00R5 SHALL NOT BE REQUIRED TO
E E
COMPLY WITH THESE MINIMU'r"'. DiMEN510N5. E-GRE55 DOORS SHALL
BE READILY OPEN45LE FRO11"! INSIDE THE DWELLING WITHOUT
THE U5E OF A ICE'` OR SPECIAL <NCWL="DnF OR EFFORT_
R3113 FLOORS AND LANDINGS AT EXTFRIOR DOORS, THERE SHALL
BE A LANDING OR FLOOR ON EACH SIDE OF EACH. EXTER1QrR
DOOR, THE WIDTH OF EACH LANDING 5HIALL BE NOT LESS THAN THE
DOOR SERVED. 'LANDINGS SHALL HAVE A D11"IEN51ON OF NOT LE55
THAN 310 INCHES (914 MM)MEA15URED IN THE DIRECTION OF I RAVEL.
THE SLOPE AT EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 UNI.
VERTICAL IN 12 UNITS HORIZONTAL (2 fz"ERGENT),
GARAGE/DWELLING DOOR:
8302.5' OPENING PROTECTION- OPENINGS FROM A PRIVATE
GARAGE DIRECTLY iNTO A ROOM J5ED FOR SLEEPING PURIF`05E5
SHALLNOT 5 PERMITTED. OTHER OPENINGS BETWEEN THE
I
GARAGE AND RESIDENCE SHALL BE MEQ1U1: IFF ED D, ',U THI SOLID WOOD
DOORS NOT LESS THAN 13/5 INCHES (35 1'M) IN THIC1<\E55, SOLID
OR HONEYCOMBCORE 5'E L
El DOORS NOT LESS THAN 13/8 INCIHIE5
(35 MM) THICK, OR 20-MINU7" FIRE -RATED DOORS, EQUIPPED UJITi-4
A SEL =-C' 05ING ORAUTCMATIC-C_1061NG DEVICE.
8308,4,2 GLAZING ADJACENT TO DOOR5, GLAZING IN AN INDIVIDUAL
FIXED OR OPERABLE PANEI ADJAGEN: TOA DOOR SHALL BE
CONSIDERED TO BE 4. HAZARDOUS LOCATION WHERE THE BOTTOM
EXP05ED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES (1524
MM) ABOVE THE FLOOR OR WALKING SURFACE AND lT MEETS
EITHER OF THE FOLLOWINIC-, C;ONDITION5;
1, WHERE THE GLAZING 15 W'7HIN 24 INCHES (010 OF EITHER SIDE
OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION.
2, WHERE THE GLAZING IS ON A WALL LE5S THAN 180 DEGREES
(3,14 RAD) FROM� THE PLANE OF THE DOOR iIN 4 CLOSED P051TION
AND WITHIN 24 :NCHIE5 (610 MM) OF THE HINGE 51Dv OF AN
IN -SWINGING DOOR,
8302.6 DWELL - ING-GARAGE SEE:I=ARATION, THE GARAGE 544"1
BE SEPARATED AS REQUIRED BY TABLE 8302,6, OFENING5 IN
GARAGE WALLS 151HALL COMPLY WITH SECTION 83025. ATTACHMENT
OF GyF`5jM BOARD ;HALL COMPLY WITH 7'45LE 8'02.3.5.THE WALL
SEPARATION FROV16ION5 OF TABLE 8302,6 -SHALL N07 APPLY To
GARAGE WALLS THATAREPERPENDICULAR 70 THE 4DJA-EN7
DUJELLING
UNIT WALL,
TABLE 8302k L)WELLING-GARAGE SEPARATION
FROM THE RESIDENCE AND A.71'-"5: NOT LESS THAN 1/2 -INCA
P5UM BOARD OR EQUIVALENT ,4PF'LI_,_:__) TO THE GARAGE SIDE
FRcD "I k1,45745LE ROOMS ABOVE THE GARAGE: NOT LESS THAN
5iINGH TYPE X GYPSUM 50-AfRZ-) OR EQUIVALENT
5TRUCT1 RF(6) 5UPFORTNNG FLOOR/CEILING,455=1-15LIES USED FOR
6EPARATION REQUIRED BY THIS SEG710N,
NOT LF55 THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT
GARAGE5 OCATED I ' E55 THAN 3 FEET FROM 4, DWELLING UNIT ON
THE 54`11E LOT: N07 LES A N 1/2 - IN(_-�4 GY:1=5UM BOARD OR
EOUIVALEENT A;z1P_!ED TO THE INTERIOR SIDE OF EXTERIOR WALLS
THAT ARE WIT H IN Ti -415 AREA
8404,1 LIGHTING EOUI=MENT, NOT LESS THAN 90 PERCENT OF
LAMP5 IN FERMIANENT-I'l' INSTALL ED LIGHTING FIX7 UIRES SHALL BE
HIGH E -°-!CAGY LAMPS.
UP 6002 FOR WATER IPG R PRESSURE HIGHER THAN 50 F51 AN
APPROVED PRESSURE REDUCING VALVE (PRV) 5iiALL BE
i
INSTALLED,
K
8303.1 LIGHT ACTIVATION- UAHE
10UTLET5 ARE IN5TALLE-n IN IP
5TA1 'T$, TWERE er4411 BE
AT =CL4 FLOOR LEVE! TO C;
LIGHTING OliTLET ti;H'ITSE
OR M04;c815485.
-
H
NOBING MIN
N05ING MA
APPROVED HANGERS
ATTACH PER ENGS', CALC5,
EXTERIOR 6TAIRIJAY6 SHALL
1116 TO ILLUMINATE THE STAIIRS,
WD TfREADS TO A LEVEL NOT
�i
(I LUX) MEASURED AT THE
4D LANr:1IN
371 AIR$ WITH 4
®G2. GUARDS SPALL NOT HAVE
5 FROM THE WALKING 6UR--ACE TO
sRD EIC T W4C-" ALLOW FA55AGE
-IE4 IN, IN DIAMETEFZ 51EE
�N,5.
R311 - 1.6 THERE 544LL BE
FLOOR OR LAI AT
T54E TOP AND 130701-1111 OF
EAC14 5TAiRWAY. THE MIK
WIDTH PE;RPENDICt LAR
-0 4EIDIREI'NONOF
RAVEL SHALL BE 140
LESS T4 -AN THE JDT H OF
7„=- FLIGHT SERVED.
R
�NCHOI'R5
3LE BP4r-E
J! 5/6" TYPE "X" G.W.B.
JRWAY5 SHAD BE NOT LE55 THAN 36
IN CLEAR WIM71-1 47 ALL POINTS ABOVE THE
PERIMITTI.E D HANDRAIL LIEIGHT AND BELOW THE REQUIRED
HEADROOM HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND
BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDNIG5,
5PALL BE NOT LE55THAN311/2 INCHES (15711lMil) WHERE A
HANDRAIL 15 IN5TALLED ON ONE SIDE AND 21 iNCHE5 ((o98 MM)
WHERE HANDRAILS ARE INSTALLED ON BOTH 5IDES,
N
CIL OF 2"
6
T
.—A
X
FLU15H BEA'"
TO GARR-�-
UPPER FLO
J0157, (SEE ROOF FRAI
ii HDR
-J L
kDR
_j
111
1
O
C/L OF 21'
E
Eli
5EAt",
d
c7
-LU,H
BEAM
'V
T
.—A
OPTIONAL GIRDER TRU55
TO CARRY UPPER FLOOR
J06T, (SEE ROOF FRAMING)
WI
9
4 V
. .......... ....
II -I ----± - I HDR
L - ---I- - I
1"14
A,- 'D
4
LJ
il'/ iiiz rA,�-
OPTIONAL GIRDER
FLUSH BEAM
X
FLU15H BEA'"
TO GARR-�-
UPPER FLO
J0157, (SEE ROOF FRAI
ii HDR
-J L
kDR
_j
111
1
C/L OF 21'
E
Eli
5EAt",
-LU,H
BEAM
'V
E
Lj
Lj
C
4-
J—
rA
TT—T—
III
I
111 fid
T,
-L
XT
0
IL
0—
-4-4 --1—
z
J—
-j—
F— — —
?
OPTIONAL GIRDER TRU55
TO CARRY UPPER FLOOR
J06T, (SEE ROOF FRAMING)
WI
9
4 V
. .......... ....
II -I ----± - I HDR
L - ---I- - I
1"14
A,- 'D
4
LJ
il'/ iiiz rA,�-
OPTIONAL GIRDER
FLUSH BEAM
FLU15H BEA'"
TO GARR-�-
UPPER FLO
J0157, (SEE ROOF FRAI
ii HDR
-J L
kDR
_j
L
C/L OF 21'
E
ID
MINIM
y
IIR 4 cy1j,
D. HA,,
V
61` Siz
75,'U55IE6: R502,11,1 DESIGN. WOOD TRJ55E5 SHALL BE DE51r--NED IN
ACCORDANCE UJITi-1 APPROVED ENGINEERING PRACTICE. THE
DESIGN AND MANUFACTURE OF METAL -PLATE -CONNECTED WOOD
T;RU55E5 SHALL COMPLY WITHAN&I/TPI I. THE TRU65 �DE51GN
DRAWING5 5441-L BE PREPARED 5',, 4 IRE6zl5l'ERED
F`ROFE65I0NAL11k,ERE REQUIRED BY THE STATUTES OFF THE
JURI15DICTION iN WHICH THE PROJ- ECT 16 TO BE CONSTRUCTED IN
ACCORDANCE WITH 5E-1- I ON 8106,1.
R50211.2 BRACING, TRU55E5 5447 L BE 5!;1 To PREVENT
ROTATION AND PROVIDE 'LATERAL 5T,4517Y IN ACCORDANCE
WITH THI REQUIREMENT5 SPEC' I -IED
IN THE CON5TRUG71ON
DOCUMENTS FOR THE AND ON THE [NDIVIDJA TRU55
DESIGN DRAWING -5. IN THE ABSENCE OF 5=ECIFiC BRACING
REQUIREMENT5, TRU,55E5 5HALL BE BRACED IN ACCORDANCE WITH
ACCEPTED INDUSTRY FRAGTICE-, SUCH A5, THE 55CA BU
ILDING
COMPONENT 5A,FET`- INFORMATION (BC51) GUIDE TO GOOD
PRACTICE FjOfR HANDLING, IN15TALLING- 4 5RAC1N,'-- OF T-1ETIAIL PLATE
CONNECTED WOOD TRU56E5,
R9105.2"! ROOF 5-11OPE5FROG' 2 UN' T5 VERTICAL BY 12 XT5
HORIZONTAL UF TO 4 UNIT,,; VERTICAL BY 12 'JN'75 r I - HORIZON
T AL,
I - 2 1 -5, FDR
SLOPES OF 4 UNITS VERTICAL BY 12 JNTS HORIZONTAL L-NDERLAYMENT 5HIALLI BE -AYER5 OVERLAPPING 19 INCHE FO
OR
GREATER, UNDERLAYMENT 5qALL BE 1 LAYER OVERLAFFIFING 2
INCHE5,
RAFTER5; 8002.3 FRAMING DETAILS. RA:7 ER5 5H'ALL BE FRAMED
NOT MORE I HAN 11/2 —!NC"TE5 (38 MM) OFr-5ET FROM EACH OTHER To
RIDGE BOARD OR DIRECT—',' OPPOSITE FROM EACH OTHER WITH .4
GU65FT PLATE AS A TIE. RIDG, BOARD 5HALL BE NOT LE55 THAN
I-1INCH. (25 MM) NOMINAL THIIICKNE55 AND NOT LE55 IN DEPTH THAN
D HIF5 ERE SHALL
VALLEYS I lH
THE CUT END OF THE RAFTER, 4: AN
BE A VALLEY OR HIP RAFTER NOT LE55 :? HAN 2 -INCH (51 MM'
NOMINAL THIG<NE65AND NOT LE55 IN DEPTH THAN T�{-- CUT END
OF THE RAFTER, HIP AND VALLEY RAFTERS SMALL BE SUPPORTED
AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE
UTE THE SPECIFIC 'WOAD 47
DE51C-INED .0 CARRY AND D15TfIRI5
THAT POINT. WHERE THE ROOF FITCH, 15 LE -65 THAN THREE UN75
VERTICAL IN 12 UN(T54ORIZON 4L (25 -PERCENT 5LOFI=),
zSTR1UCTJRAI i�'V,115ER6 THAT SUPPORT RAI AND CEILING
0155
J t TALL T&; 5JCH A,- RIDGE SEAM5,HP6 AND VALLEYS, 5HIALL BE
DESIGNED A6
RAFTER OPENING5; IRC 8802,° OPENING5 N ROOF 4 CEILING
FRAMING 51 4LL BE FRAMED WITH HEADER 4 TRIMMER JO'ST5, WHEN
THE HEADER J015T SPAN DOES NO 7-1 EXCEED 4', THE HEEADER JO[&T
MAY BE A 51NGLE MEMBER THE SAME 51E A5 THE CEILING J015T
OR RAS 7 --R, WHEN THE': ;FADER JOIST 5FAN EXCEEDS 4'; -1 HE
TRIMMER JOIST AND HEADER J015T SHALL BE DOUBLED AND OF
5UFFICIEN7 CR055 5EC-TION TO SUPPORT- THE CEILING J015T5 OR
RAFTER FRAMING INTO THE HEADER,
82032.1 LOCATIONS. FLASHINGS 5HALL BE INSTALLED AT WALL AND
ROOF INTEER5E`TIONS, WHEREVER THERE 6,4 cHANe+7- IN ROOF
SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. 4 FLASHING
SHALL BE 11\15TALLED TO DIVERT THE EATER AWAY FROM 1;H=R=
THE EAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIIDEWALL.
WHERE =L,45HNG 15 OFF METAL, THE METAL 5HIALL BE CORRO51ON
RE515TANIT WITH A THLKNE65 OF NOT LE55 THAN 0,019 INCH (05
MT") (NO. 26 GALVANIZED 5HEET).
A EH[Nr -
fR"03.403-4 F Apj=;;�OVED CORR05'ON,_RE 1/1 N T FLASHING
PREVENT
I TO'
SHALL BE
APPLIED SPINGLE-FA5PON IN A MANN -
ENTRY I WATER INTO THE WALL CAVITY OR PENETRATION OF
W,4 -ER TO , rHE 5'UILDNG 15TRUCT11,IR-41 FRAMING COMPONENT5.
5="LF-AD"�i=-RED M=-M5R,4NL=5 U5EHE) A5 FLASHING 5HALi COMPLY
WITH AAMA 111. FLUID -APPLIED MEMBRANES USED A6 FLA5HING IN
EXTERIOR WALL5 SHALL COMPLY WITH 4AMA 7141, THE F-145114111\16-
^HALL EXTEND TO THE 15URFACE Or-- THE EXTERIOR WALL FIN15H,
L
APPROVED CORIROSION-fRE515TIANT FL,45k4Ne6 5HALL BE
IN5TALI AT THE FOLLOWING LOCATIONS:
1, EXTERIOR WINDOW AND DOOR OPENING5. AT EXTE-
RIOR WINDOW AND DOOR OPENING5 51IAI-L EXTEND TO THE
I T
SURFACE OF THE EXTERIOR WALL �:IN'511 OR 10 THE
LJA ER-RE15TIVEBARRIER
GOIING WITH SECTION -03,2 FOR
5U55EOJENT
DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE
FLA6HING5 5HALL COMPLY WITH 44"'A 712. FL,45HING AT: EXTERIOR
LJ!NDOW AND DOOR OPENINGS 5HIALL BE IN6TALLED IN
ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING:
I.I.
OLLOWINC-,-
11 TH-E FENE5TRATION MANUFACTURER,^-) 1N5TALLATION AND
FLASHING IN&TRUCTION5, OR FOR 4FP-1IC4T10N5 NOT ADDRESSED
IN THE FENE5-11 RATION MANUFACTURER' 5 IN5TRUCTIONNS, IN
ACCORDANCE WITH THE FLA5HING MANUFACTURER' 5 IN5T CTION5,
WHERE FLA5HING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED,
PAN FLA5HING 51-4ALL BE INSTALLED AT THE 51LL OF EXTERIOR
WINDOW AND DOOR OPENING -5. PAN F1 A5 -H NIG 5ILALL BE OUEALED
OR SLOPED IN SUCH A MANNER AS 10 DIRECT WATER TO THE
SURFACE OF THE EXTERIOR WALL FIN15H OR TO THE WATER-
RE51677VE BARRIER FOR 5U55EQJENT DRAINAGE. OPENINGS U5N1G-
PAN FLI,4514NG 5HALL INCORPORATE FLA5HING OR PROTECTION AT
THE HEAD AND -a IDE5,
12. IN ACCORDANCE WITH THE FLASHING DE51GN OR METHOD OF A
REG15TERED DE51GN PROFE65IONAL,
13. INACCORDANCE WITH OTHERAPPROVED Mjj=7HODS.
2, AT THE INTERSECTION OF CHPI"`INEY5 OR OTHER MA60`NR-i CON-
5TRUCTION WITH FRAME OR STUCCO WA m.5, WITH PROJECTING LIPS
ON BOTH 5iDE15 UNDER STUCCO COPINIG5,
3, UNDER AND A THE ENDS OF 1-11430NRY, WOOD OR METAL
COPING5 AND 5IL-15,
4GONTfNUOU5L-i
ABOVE ALL PROJECTING:: WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR 5T 41R5 ATTACH To A
WALL OR FLOOR 456Et'15L."' OF WOOD -FRAME �i CONSTRUCTION.
(o. AT WALL AND ROOF INTERSECTION5.
i. AT BUILT 'N GJTTER5.
0EATHER RES15TIVE 5H=ATHING PAPER: R703.2 WATER-RE615-; !VP
8ARRIER. ONE LAYER OF NO, 15 ASPHALT FELT, FREE FROM HOLES
AND BREAKS, COMPLYING WITH 45TM D 226 FOR TYPE I FEI - T OR
OTHER APPROVED W4 ER-RE515TIVE BARRIER SHALL BE AF`;ZILIED
OVER STUDS OR 5HEAT r'712NG OF ALL EXTERIOR WALLS. 5UCH1 FELT
OR MA-1-RIAL 5144LL BE APPLIED HORIZONTALLY, 1171- THE UPPER
I CESS THAN 2 INCHES
LA`' R LAPPED OVER THE LOWER LAYER NO - I
I ED NO LE55
(51 M�', WHERE JOINTS OCCUR, FELT 5HALL BE LAPPED
-1 THE FE APPROVED MA,7ERIA!
THAN � IN&IE5 (11512 1 iM), I E FELT OR OTHER 4F -
&HAI - L BE CONTINUOUS TO THE TOP OF WALL55 AND TERMINATED AT
1
'ON BUILDING APPENDAGES IN A MANNER TO
PEN' ETRA; 5 AND 5
MEET THE REQUIREMENT5 OF THE EXTERIOR WALL ENVELOPE A5
-E;
DESCRIBED IN SECTION R-031 7HE WATER -RES 35TIVE BARRIER 15
NOT REQUIRED FOR DETACHED ACCEE555ORY BUILDNGS.
NOTE:
While every attempt has been made to assure the accuracy of these drawings, ALL
INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated
components.
Any structural components speced are for reference only and must be verified with the
ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents
O
®o11
e r-
83143 LOCATION. 5MOKE ALARMS SHALL BE INSTALLED IN THE
FOLLOWING LOCATIONS:
1. IN EACH 5L.EPING ROOM,
2. OUT5IDE EACH SEPARATE 5LE=PING ARI=A IN THE IMMEDIATE
VICINITY OF THE BEDROOMS.
3. ON EACH ADDITIONAL 57ORY OF THE DWELLING, 'NCLUD`:NG
BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL
5PAGES AND UNINHABITABLE ATTIC -5. IN DWELLINGS OR DWELL INC
JN175 W'7H SPL IT LEVELS AND WITS OUT AN INTERVENING
DOOR BETWEEN THE. ADJACENT LEVE -15,4 SMOKE AL ARM
IN57ALLED ON TOE UPPER LEVEL 5HALL 5J 'C FOR THE
ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEE IS
L 5 THAN ONE FULL STORY BELOW THE JPPER LEVEL.
4. 5M0KE ALARMS 5HAL L BE INSTALLED NOT LE55 THAN 3 FEET
(9'1 MM) HORIZONTALLY FROM THE DOOR OR OPEN`NG 0 A
BAT'"ROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS 7 H 1 55
WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED B''
THIS SECTION.
LIGHT $ VENTILATION: R303.1 HABITABLE ROOMS, HABITABLE
ROOMS SHALL HAV= AN AGGREGATE GLAZING AREA OF NOT LESS
THAN 8 PERGENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL
VENTILATION SMALL BE THRC JGH WINDOW5, 5KYL IGHT5, DOOR5,
LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR
SUCH OPENING5 SHALL BE PROVIDED WITH READY ACCE55 OR
514ALL OTHERWISE BE READILY CONTROLLA5LE CONTROLLABLEBY THE BUILDING
OCCUPANTS. THE OPENABLE AREA TO THE OUTDOOR5 SHALL BE
NOT LE55 THAN 4 PERCENT OF THE FLOOR AREA BEING
VENT'LATED.
EGRE55 WINDOW5: R30.2.` MINIMUM OPENINGS AREA, EMERGENC?' AND
ESCAPE RESCUE OPENINGS 5H4LL HAVE A NET CLEAR OPENING, OF NOT
LE55 THAN 5.1 SCKJARE =EET (0.�a30 M2). THE NET CLEAR OPENING
DIMEN510N5 REQU1IRED BY THIS SECTION 5 TALL BE 05TA!!NED By TSE
NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING
FROM THE, INSIDE_ THS NET CLEAR "EIGHT OPENING- SHALL BE NOT LE55
THAN 24 'NCHES (610 MM) AND THE NET CLEAR LJIDTL SHALL BE NOT LE55
THAN 2O INCHES (508 MM).
WINDOW 51LL5: 8312.2.1 WINDOW SILLS. IN DWELLING UNI T 5, WHERE i HE
TOP OF THE SIL'® Cr- AN OPERABLE WINDOW OPENING 15 LOCATED
LESS THAN 24 INCHES (ro10 MM) ABOVE TOS F'N15HED FLOOR AND
GREATER T SAN "2 (NCN`5 (1829 MM) ABOVETHE FIN15HED GRADE
OR OTHER SURFACE B=LOW ON THE EXTERIOR OF THE BUILDING,
THE OPERABLE WINDOW SHALL COMPLY' WIT H ONE OF THE
FOLLOWING:
1, OPERABLE WINDOW OPENINGS WILL NOT ALLOW A
4-INGHDIAMcTER (102 MM) SP, ,ERE TO P455 THROUGI- WHERE THIE
OPENINGS ARE IN THEIR LARGEST OPENED PO5,7':ON.
2. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL
PREVENTION DEVICES THAT COMPLY WITH ASTM F2090,
3. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING
CONTROL DEVICE5 THAT COMPLY WITH SECTION R312.2.2.
HATCHES AND DOORS. %02..2.4 (R4022.4) ACCE55 H4TGH=S 4ND
DOORS. AGGE55 DOOR5 FROM CONDITIONED SPACES TO
UNCONDITIONED SPACES SUCH AS ATTIC5 AND CRAWL 5PACE5
S=ALL BE WEATHER5TRIPPED AND INSULATED TO A LEVEL
EOUI'VALENT TO THE INSULATION ON THE SURROUNDING SURFACES,
ACCE55 THAT PREV:ENT5 DAMAGING OR GOMPRE551NG THE
NSILATON SHALL BE PROVIDED TO ALL EQUIPMENT. WHERE
L005E-FILL N5UL,4TI ION IS INSTALLED, A WOODFRAMED
OR EaJIVALENT BAFFLE OR RETAINER 5H4LBE I'NSTALLE'D TO
PREVENT THE LO -0/5E -FILL INSULATION FROM SPILLING INTO THE
LIVING SPADE WHEN THE ATTIC ACCE55 IS OPENED, TOE BAFFLE OR
RETAINER 5HALL PROVDE A PERMANENT MEANS OF MAINTAINING
THE IN5TA_LED R-,v,4mUE OF THE LOOSE --FILL INSJLATION.
R30°'1.2 BATHTUB AND 514OWER 5PAGE5, BATHTJB AND SHOWER
FLOORS AND 'WALL5 ABOVE BA t TUB5 WITH IN5TALLLD 5HOWER
-ADS AND IN SHOWER GOMPARTMENTS 5HAL L BE FKSHIED WITH A
NONA55ORBENT SURFACE. SUCH MALL 5URF4CE5 SMALL EXTEND TO
A HEIGHT OF NOT LESS THAN (o FEET /10213 MM) ABOVE 74E FLOOR.
5HOWER AREAS: R30i' SHOWERS 51-4ALL BE A MINIMUM 51 -LE OF 30"
BY 30" WITH A 24" :N. CLEARANCE IN FRONT OF OPENING.,
WATER CLOSET CLEARANCES: IRC 83011 WATER Cl 05ET 5HALL BE
LOCATED IN A CLEAR SPACE NOT LESS THAN 30" IN WIDTH, THE
CLEAR 5PACE IN FRONT 51-4ALL NOT BE LESS T1144N 21"
WATERPROOF WALL BOARD: AL- WALLS AND CEILINGS OF BATH
TUB AND SHOWER ENCL05URE AREAS SHALL BE COVERED WITH
/`PPROVED W.A T ERPROOF MATERIAL.
JTIL47Y ROOM WALL BOARD: ALL 5JRF,ACE5 IMMEDIATELY
ADJACENT TO WASHERS DRYER, 5, AND LAUINDR'' TUBS SHALL BE
SURFACED WITH APPROVED WATERPROOF MATERIAL.
GYP5UM WALLBOARD: R-1023.7 WA 1 ER-RES15 ANT G-YPSJM
BACKING BOARD. GsYPSU"'C BOARD USED AS THE BASE OR
BACKER FOR ADHE5IVE APPLICATION OF GERAMIC TILE OR OTHER
REOUI RED NONA550R15ENT FINISH h AT®R(A 5HALL CONFORM TO
ASTM ':11718, C12718 OR 01396. USE OF WATER-RE5157ANT GYPSUM
BACKING BOARD SHALL BE PERMITTED ON CEILINGS.
14TER-RESI5TANT GYPSJM BOARD 51-447 L NOT BE IN57ALLED
OVER A C"A55 I OR 11 VAPOR RETARDER IN A SHOJJErR OR TUB
COMPARTMENT, CJ1T OR EXPOSED EDGES, INGLUDING THOSE AT
WALL INT=R5ECTON5, SHALL BE SEALED AS RECOMMENDED BY
THE MANUFACTURER.
R702.3".1 LIMITATIONS. WATER-RESISTANT C-Y?5'JM BACKING
BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT
EXPOSURE TO WATER, OR IN AREAS SUBJECT TO CONTINUOUS
SUM ID ITY.
f S14 jo, ' IT j 0 L L C
,a
L I T &E [oft) L I Co ftoo E N E5 &EEY
b ('00 1 a M, 16
4 0 3 %'ON O*W4
While every attempt has been made to assure the accuracy of these drawings, ALL
INFORMATION
y,O N prior f ordering aofabricated
components.
Any structural components specified are foronly and ^d with the
ENGINEER OF E and/or
51
f �
t
-/L OF 2'1 1
AIRSPACE
OPTIONAL GIRDER TRU55
TO CARRY UPPER FLOOR
1016-
J I
10 1 11 1 1 irma
-11 1/2HALF 1 T-, E� - ./—, , Y.0 ./
OPTIONAL GIRDER 7RJS5
TO CARRY UPPER FLOOR
11015T
,LF TRUSSES 0 24" O.G.
FROVIDE ATI -1 11C Z5P,AGIE VENINL470N 46 FER, 1111:;�C
(a(o, 5q. Fit. x V50 :z 5.& &�, Ft. VENT 4REA RIE�T)
r H1
<
`7
JA "i- (-,u 'I
2X BLOCK OR
ROCK -WOOL
2 _14YEIR6 TYPE X
G,WB, C CON", TO
ROOF
NO PLUMBING PENETRATIONS
ALLOWED IN THIS ASSEMBLY
HORIZONTAL 5R4C-IN1ri REQ,
AT MID -HEIGHT (Tl P)
NO PLUMBING- PENETRATIONS
ALLOUZ.) IN TH15 ASSEMBLY
WAL=50ARD/ LJOOD 5TUD5
SISI TYPE X
a UPPER FLOOR CEILING
1116 055 ATTACr4E;!.-,, � ONE SIDE OF TRU55E5
FOR DRAFTS I OP
CLASS 'C' ROOFING,- MATERIAL REQ'E)
5HT'G MUST BE FIRE RESISTANT
WITHIN 4'-041 OF FIRE 5EFFRA-ION WALL
PLUMBING VENTS 4 OTHER OPENINGS
NOT PERMITTED WITHIN 27-0" OF
FIRE 5EPERATION WALL
2X BLOCK, OR
ROCK -WOOL
FIRES TOP
MAINTAIN AIRSPACE
BETWEEN STUDS
2 LAYERS 5/g' TYPE IX'
613, ( CON'T,TO
ROOF SHT'G )
2 x 4 P.T. SILL W/,4,5,
sz�t=C (— Ai (—�, TYP
GONG. WAL' , REIKIPG
BARS, 4 FOOTING
PER ENG'.5 CALCS. TYP.
BASE LAYER 5/6' TYPE X GyFeU!'' WALLBOARD OR GYPSUM VENEER BASE
APPLIED AT RIGHT ANGLES TO EACH SIDE OF DOUBLE ROW OF 2 X 4 WOOD STUDS
I(o` O.C, ON SEPARATE PLATES 11' APART 171411 (K) COATED NAILS, 11/8" LONG, 0055"
SHANK, 1/411 HEADS, 24" O.C. FACE LAYER 5/O TYPE X GYP5UM,UALLBOAIIIRID OF,
GY;::,SUlt,1 VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH 1 31) COATED
NAILS, 23/al' LONG, 0.100" SHANK, 1/4" HEADS, 5" O -C.
EACH. I AND SIDE. SOUND TESTED WITH 3 1/2" e-14,55
JOINTS _FA(.-zr3ERED 10" " LAYER -
FIBER IN5ULAT,
t ION 6TAPI F
ED TO 5TUD5 IN UD SPACES ON ONE SIDE AND WITI-4
NAILS FOR BASE LAYER SPACED (oll O.C. HORIZONTAL BRACING REQUIRED AT
MID4-,'Eir_-L4T, (LOAD-BEARING)
�IRSt FINISI�ERS, LLC.
1/ 1
2 1 '= 11=011
THICKNESS; 10 3/4"
APPROX. WEIGHT, 13 P5F
FIRE
SEE WF' 4135
(FM WP 360, 9-27-14)=
UL R4024, 10-31-60
SOUND -EST
NG_,- 3056,4-1-10
LIMITED LICENSE # 66197
/94838
NOTE: THE PRESCRIPTIVE PATH METHOD OF THE I.RC, WAS NOT
FOLLOWED IN THE DESIGN OF THIS RESIDENCE, ALL LATERAL AND
GRAVITY Y DE51GN SOLUTIONS SHALL BE PROVIDED BY THE
ENGINEER OF RECORD,
WOOD IN CONTACI, WITH CONCRETE AND MASONRY: IRC, 3111(3)
SILLS AND SLEEPERS ON 4 CONCRETE OR 1-1,45ONIRY SLAB THAT
ISIN DIRECT CONTACT WITH THE GROUNDUNLESS SEPARATED FROM
5YSUCH 5L AB � AN IMPERVIOUS MOISTURE BARRIER
R31-1.11.4 WOOD COi JMN5, WOOD COLUMNS SHALL BE APPROVED
WOO:--) OFF N47JR4L DECAY RE-515TANC OR APPROVE
FRE55URE-PRESERVATIVE-TREATED WOOD,
EXCEF-71ON5,
I. COLUMNS EXPOSED TO THE WEATHER OR IN 545-Erl',ENT5
THERE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS
!FROJEC7N63 I INCH (25 MM) ABOVE A CONCRETE
FLOOR OR ro INCHES (1152 T'1'1) ABOVE E=X-05ED EAR-I;A,
AND THE EARTH IS COVERED BY AN APPROVED it"FERVOU16
MOISTURE BARRIER.
2. COLUMN'SNi -_Ncl OSED CRAWL SPACES OR UNEXCAVATED
AREAS LOCATED WITHIN THE PEIRIP1IERY OF THE 51!LDING
W1IERE SUPPORTED 15"' A CONCRETE PIER ORMETAL PEDES AL
C
AT A HEIGHT MORE THAN a INCHES 1203 MM)MM)_R')M
EXPOSED EARTHANGTHE EARTH IS COVERED BY AN
iMFERI/!0U6 111CISTUIF-17 BARRIER'
3, DECK POSTS SUPPORTED BY CONCRETE PIERS OR METAL
PEDESTALS PROJECTING NOTLE55 THAN 1 ING""(25 MM)
,450v=. A,-ONCRE- FLOOR CONCRETE � L + OR & INCHES (152 MM)
EXPOSED
�-A RT1441
ABOVE EX=/-' -
FLOOR FRA'NG- R502.6 BEARING. THE ENDS OF EACH JOIST, BEAM
OR GIRDER SHALL NAVE NOT LESS THAN "/2 INCHES (3aMM) OF
BEARING ON WOOD OR J'':=TAL, HAVE NOT LESS THAN 3 INCHES OF
BEARING (16 ON MASONRY OR CONCRETE OR 5E SUPPORTED
BY APPROVED JOIST HANGERS, ALTERNATIVELY, T114E ENDS OF,
JOISTS SHALL BE SUPPORTED ON A 1 -INCH. BY 4 -INCH (25 ��n 5`1
102 MM) RIBBON STRIP AND SHALL BE NAILED TO THE ADJACENT
JD. `E BEARING ON MASONRY OR CONCRETE SHALL 5E
ORA SILL PLATE OF 2 -INCH -MINIMUM 1/51 MM) NOMINAL TPIC<NE_55
SHALL BE PROVIDED UNDER THE X157, BEAM OR GIRDER, THE
SILL PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING AREA
OF 40 SQUARE INCHES (30 565 MM2) -
BEARING PAR -i -i ONS: R502A JOISTS UNDER BEARING PARTITIONS.
1101575 UNDER PARALLEL 5E"AtIRING, PART IT ONS & IALL BE OF
11
ADEQUATE SIZE 70 SUPPORT THE LOAD, DOUBLE JOISTS, SIZED -0
ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO
PERMIT THE INSTALLATION ATION OF FIFING OR VENTS SHALL BE
FULL -DEPTH SOLID BLOCKED WITH LUMBER NOT ESS TH4,.K *2
INCHES (51 � �1) IN NOMINAL THICXNE55 SPACED NOT MORE T HAN 4
FEET (1219 MM) ON CENTER. BEARING PARTITIONS PERPENDICULAR
30 J01575 SHALL NOT BE OFFSET FRO11-1. 5UFF'ORI _3 GIRDERS,
WALLS OR PART ITIONS MORE THAN THE JOIST DEPTH UNLESS SUCH
J1015T5 ARE OF &UFF';CIENT 51ZE TO CARRY THE ADD 'TIONAL LEAD.
WALL FRAMING: R6023.2 TOP PLATE.. WOOD STUD WALLS SHALL BE
GAPPED WITi4 4 DOUBLE TOP P ATE INSTALLED TO PROVIDE
OVERLAPPING AT G0R\1ERS AND NTERSEGTIONS WITH BEARING
PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET NOT
6 NEED NOTT
_5S
THAN 24 INCHES (e;10 MM). JOINTS lN PLATES
OCCUR OVER 5TLC5. PLATES SHALL BE NOT LE55 T1,44\4 2 -INCHES
51 MM) NOMINAL T,!4ICKNE55 AND HAVE A WIDTH NOT LESS THAN
THE WIDTH OF THE 5TUD5.
HEADERS: R502,10 FRAMING OF OPENINGS. OPENINGS IN FLOOR
FRAMING 5,44ALL BE FRAMED IUITH HEADER AND TRIMMER 11015T53.
WERE THE L41EADER1
JOIST SPAN DOES NOT EXCEED 4 FEET (121Q
`-IM THE LEADER J015 SHALL BE A 5IN6;LEE MEMBER THE SAME
SIZE AS THE FLOOR JOIST. SINGLE TRIMMIER J015T5 SHALL BE USED
TO CARRY A SINGLE HEADER JOIST Tr,1IA' i LOCATED WITHIN 3
FEET '. I,
MM�) OF THE TRIMMER JOIST BEARING. WHERE THE HEADER
i
JOIST SPAN EXCEEDS 4 FEET (12'9 MM)E TRIMMER JOISTS AND
i
THE J0157 SHALL BE DO; ED AND OF SUFFICIENT GROSS
FLOOR JOISTS FRAMING \IT.0 THE
SECTION -0 SUPPORT
A EM
STRUCTURAL PROPERTIES -40RIZ70N —ALMEMBERSTIE
-R P4�P METHOD OF 7HE IRCWASNOT Ll WED IN
PRESCRIPTIVE I El HI
THE DE5CiN OF T1-115 RE5VENCE,ALL LATERAL AND GWivl�F
DESIGN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF
RECORD,
S-,.-TR`('_-,"ruRA1.,, ONLDY,
NOTE:
While every attempt has been made to assure the accuracy of these drawings, ALL
INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated
components.
Any structural components specified are for reference only and must be verified with the
ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents
LL
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OPTIONAL GIRDER TRU55
TO CARRY UPPER FLOOR
1016-
J I
10 1 11 1 1 irma
-11 1/2HALF 1 T-, E� - ./—, , Y.0 ./
OPTIONAL GIRDER 7RJS5
TO CARRY UPPER FLOOR
11015T
,LF TRUSSES 0 24" O.G.
FROVIDE ATI -1 11C Z5P,AGIE VENINL470N 46 FER, 1111:;�C
(a(o, 5q. Fit. x V50 :z 5.& &�, Ft. VENT 4REA RIE�T)
r H1
<
`7
JA "i- (-,u 'I
2X BLOCK OR
ROCK -WOOL
2 _14YEIR6 TYPE X
G,WB, C CON", TO
ROOF
NO PLUMBING PENETRATIONS
ALLOWED IN THIS ASSEMBLY
HORIZONTAL 5R4C-IN1ri REQ,
AT MID -HEIGHT (Tl P)
NO PLUMBING- PENETRATIONS
ALLOUZ.) IN TH15 ASSEMBLY
WAL=50ARD/ LJOOD 5TUD5
SISI TYPE X
a UPPER FLOOR CEILING
1116 055 ATTACr4E;!.-,, � ONE SIDE OF TRU55E5
FOR DRAFTS I OP
CLASS 'C' ROOFING,- MATERIAL REQ'E)
5HT'G MUST BE FIRE RESISTANT
WITHIN 4'-041 OF FIRE 5EFFRA-ION WALL
PLUMBING VENTS 4 OTHER OPENINGS
NOT PERMITTED WITHIN 27-0" OF
FIRE 5EPERATION WALL
2X BLOCK, OR
ROCK -WOOL
FIRES TOP
MAINTAIN AIRSPACE
BETWEEN STUDS
2 LAYERS 5/g' TYPE IX'
613, ( CON'T,TO
ROOF SHT'G )
2 x 4 P.T. SILL W/,4,5,
sz�t=C (— Ai (—�, TYP
GONG. WAL' , REIKIPG
BARS, 4 FOOTING
PER ENG'.5 CALCS. TYP.
BASE LAYER 5/6' TYPE X GyFeU!'' WALLBOARD OR GYPSUM VENEER BASE
APPLIED AT RIGHT ANGLES TO EACH SIDE OF DOUBLE ROW OF 2 X 4 WOOD STUDS
I(o` O.C, ON SEPARATE PLATES 11' APART 171411 (K) COATED NAILS, 11/8" LONG, 0055"
SHANK, 1/411 HEADS, 24" O.C. FACE LAYER 5/O TYPE X GYP5UM,UALLBOAIIIRID OF,
GY;::,SUlt,1 VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH 1 31) COATED
NAILS, 23/al' LONG, 0.100" SHANK, 1/4" HEADS, 5" O -C.
EACH. I AND SIDE. SOUND TESTED WITH 3 1/2" e-14,55
JOINTS _FA(.-zr3ERED 10" " LAYER -
FIBER IN5ULAT,
t ION 6TAPI F
ED TO 5TUD5 IN UD SPACES ON ONE SIDE AND WITI-4
NAILS FOR BASE LAYER SPACED (oll O.C. HORIZONTAL BRACING REQUIRED AT
MID4-,'Eir_-L4T, (LOAD-BEARING)
�IRSt FINISI�ERS, LLC.
1/ 1
2 1 '= 11=011
THICKNESS; 10 3/4"
APPROX. WEIGHT, 13 P5F
FIRE
SEE WF' 4135
(FM WP 360, 9-27-14)=
UL R4024, 10-31-60
SOUND -EST
NG_,- 3056,4-1-10
LIMITED LICENSE # 66197
/94838
NOTE: THE PRESCRIPTIVE PATH METHOD OF THE I.RC, WAS NOT
FOLLOWED IN THE DESIGN OF THIS RESIDENCE, ALL LATERAL AND
GRAVITY Y DE51GN SOLUTIONS SHALL BE PROVIDED BY THE
ENGINEER OF RECORD,
WOOD IN CONTACI, WITH CONCRETE AND MASONRY: IRC, 3111(3)
SILLS AND SLEEPERS ON 4 CONCRETE OR 1-1,45ONIRY SLAB THAT
ISIN DIRECT CONTACT WITH THE GROUNDUNLESS SEPARATED FROM
5YSUCH 5L AB � AN IMPERVIOUS MOISTURE BARRIER
R31-1.11.4 WOOD COi JMN5, WOOD COLUMNS SHALL BE APPROVED
WOO:--) OFF N47JR4L DECAY RE-515TANC OR APPROVE
FRE55URE-PRESERVATIVE-TREATED WOOD,
EXCEF-71ON5,
I. COLUMNS EXPOSED TO THE WEATHER OR IN 545-Erl',ENT5
THERE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS
!FROJEC7N63 I INCH (25 MM) ABOVE A CONCRETE
FLOOR OR ro INCHES (1152 T'1'1) ABOVE E=X-05ED EAR-I;A,
AND THE EARTH IS COVERED BY AN APPROVED it"FERVOU16
MOISTURE BARRIER.
2. COLUMN'SNi -_Ncl OSED CRAWL SPACES OR UNEXCAVATED
AREAS LOCATED WITHIN THE PEIRIP1IERY OF THE 51!LDING
W1IERE SUPPORTED 15"' A CONCRETE PIER ORMETAL PEDES AL
C
AT A HEIGHT MORE THAN a INCHES 1203 MM)MM)_R')M
EXPOSED EARTHANGTHE EARTH IS COVERED BY AN
iMFERI/!0U6 111CISTUIF-17 BARRIER'
3, DECK POSTS SUPPORTED BY CONCRETE PIERS OR METAL
PEDESTALS PROJECTING NOTLE55 THAN 1 ING""(25 MM)
,450v=. A,-ONCRE- FLOOR CONCRETE � L + OR & INCHES (152 MM)
EXPOSED
�-A RT1441
ABOVE EX=/-' -
FLOOR FRA'NG- R502.6 BEARING. THE ENDS OF EACH JOIST, BEAM
OR GIRDER SHALL NAVE NOT LESS THAN "/2 INCHES (3aMM) OF
BEARING ON WOOD OR J'':=TAL, HAVE NOT LESS THAN 3 INCHES OF
BEARING (16 ON MASONRY OR CONCRETE OR 5E SUPPORTED
BY APPROVED JOIST HANGERS, ALTERNATIVELY, T114E ENDS OF,
JOISTS SHALL BE SUPPORTED ON A 1 -INCH. BY 4 -INCH (25 ��n 5`1
102 MM) RIBBON STRIP AND SHALL BE NAILED TO THE ADJACENT
JD. `E BEARING ON MASONRY OR CONCRETE SHALL 5E
ORA SILL PLATE OF 2 -INCH -MINIMUM 1/51 MM) NOMINAL TPIC<NE_55
SHALL BE PROVIDED UNDER THE X157, BEAM OR GIRDER, THE
SILL PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING AREA
OF 40 SQUARE INCHES (30 565 MM2) -
BEARING PAR -i -i ONS: R502A JOISTS UNDER BEARING PARTITIONS.
1101575 UNDER PARALLEL 5E"AtIRING, PART IT ONS & IALL BE OF
11
ADEQUATE SIZE 70 SUPPORT THE LOAD, DOUBLE JOISTS, SIZED -0
ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO
PERMIT THE INSTALLATION ATION OF FIFING OR VENTS SHALL BE
FULL -DEPTH SOLID BLOCKED WITH LUMBER NOT ESS TH4,.K *2
INCHES (51 � �1) IN NOMINAL THICXNE55 SPACED NOT MORE T HAN 4
FEET (1219 MM) ON CENTER. BEARING PARTITIONS PERPENDICULAR
30 J01575 SHALL NOT BE OFFSET FRO11-1. 5UFF'ORI _3 GIRDERS,
WALLS OR PART ITIONS MORE THAN THE JOIST DEPTH UNLESS SUCH
J1015T5 ARE OF &UFF';CIENT 51ZE TO CARRY THE ADD 'TIONAL LEAD.
WALL FRAMING: R6023.2 TOP PLATE.. WOOD STUD WALLS SHALL BE
GAPPED WITi4 4 DOUBLE TOP P ATE INSTALLED TO PROVIDE
OVERLAPPING AT G0R\1ERS AND NTERSEGTIONS WITH BEARING
PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET NOT
6 NEED NOTT
_5S
THAN 24 INCHES (e;10 MM). JOINTS lN PLATES
OCCUR OVER 5TLC5. PLATES SHALL BE NOT LE55 T1,44\4 2 -INCHES
51 MM) NOMINAL T,!4ICKNE55 AND HAVE A WIDTH NOT LESS THAN
THE WIDTH OF THE 5TUD5.
HEADERS: R502,10 FRAMING OF OPENINGS. OPENINGS IN FLOOR
FRAMING 5,44ALL BE FRAMED IUITH HEADER AND TRIMMER 11015T53.
WERE THE L41EADER1
JOIST SPAN DOES NOT EXCEED 4 FEET (121Q
`-IM THE LEADER J015 SHALL BE A 5IN6;LEE MEMBER THE SAME
SIZE AS THE FLOOR JOIST. SINGLE TRIMMIER J015T5 SHALL BE USED
TO CARRY A SINGLE HEADER JOIST Tr,1IA' i LOCATED WITHIN 3
FEET '. I,
MM�) OF THE TRIMMER JOIST BEARING. WHERE THE HEADER
i
JOIST SPAN EXCEEDS 4 FEET (12'9 MM)E TRIMMER JOISTS AND
i
THE J0157 SHALL BE DO; ED AND OF SUFFICIENT GROSS
FLOOR JOISTS FRAMING \IT.0 THE
SECTION -0 SUPPORT
A EM
STRUCTURAL PROPERTIES -40RIZ70N —ALMEMBERSTIE
-R P4�P METHOD OF 7HE IRCWASNOT Ll WED IN
PRESCRIPTIVE I El HI
THE DE5CiN OF T1-115 RE5VENCE,ALL LATERAL AND GWivl�F
DESIGN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF
RECORD,
S-,.-TR`('_-,"ruRA1.,, ONLDY,
NOTE:
While every attempt has been made to assure the accuracy of these drawings, ALL
INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated
components.
Any structural components specified are for reference only and must be verified with the
ENGINEER OF RECORD's "S -Sheets" and/or (attached) documents
52-1 1/0" PLATE HEG;J
HEADER 1-4EL-PT
FilNl6i4-=E) FLOOR
.. ........
'�;-1 VV' PLAT E IrlEIGH.11
6'-0" 1-IE4DER HEIG4TI
FIN15NEE) FLOOR
COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC. A L
GO? `lFO5jTlO'N,45FH,,4LT ROOFING
I x 2 TRIM ON 5/4 x a 5ARCiE 5D,
GOVT. METAL GUTTER ON
5/4 8 F45GIA BID,
5/4 x 4 TRIM 5D5,
2 x 2 5EVELED 51LL ON
5/4 x o 51L, TRIM
qCRIZ, EXTERIOR SIDING
5/4 x 4 CORNIER 5D5.
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5/4 X 10 TRIM TOP � BOT,
,
to
OVERALL LEIG; J - IIS "
LOWEIST TIRL66 POINT
20'-3 3/4" (X) - 0i-10 3/0" (0)
o'-10 3/3' (0) / 2
3/16"
3/a" ('0 -L 3'-5 3/10" = 221-10 9,116"
VEN TILA T10' N R Em (AW 1 8 ROE M Em N T S
LEFT ELEVATION,
10 '!
COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC.
SOCF
GIN 15# 5Lr-,,C:t,
C -5. :S.
R -4S INS 'JL,/-'J1CN
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BUiLbfNC� SGT'ION,
@ COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC. SCALE -NTS
ELEEVAT`10N.
---- ------
@ COPYRIGHT 2021 NORTHWEST HOME DESIGNING, INC.
00!1
N, T, 5
r'.FR TRU55IE5 e 24" O.G.
R-413 NaUL. —tILY7-
5/," TYPE ;X. r --W5 ---'
Na" TYPE 'X' GWB-
2 x ro WOOD STUDS
TYPE 'X' GYPSUM SHEATHING
EXTERIOR 5PEATPNG
EXTERIOR
SIDING
4'-0", NO PENETRATIONS ALLOWED
L,4YEF6 OF ROOF VENT WITI-41N 4' OF
" TYPE X r --W6 EAVE WITH 501 -ID BLOC KINC7
CTL ASS -C ROOFN(a MATERIAL 4
FIRE-RE515TANT SHEATHING WIT -IN FIRST
4'-0', NO PENETRATIONS ALLOWED
2 !-AVERS OF
X`
APPLY TO WALLS CLOSER THAN 51
FROM THE LINE USED FOR FIRE SEPARATION
h 1,
Q 24" OC -
%'l TYPE X1 C-iWs
TYPE 'X'GUS
2 x ro WOOD 5TUD5
Na" TYPE 'X' GYPSUM SHEATHING
EXTERIOR SHEATHING
EXTERIOR
SIDING
R-21 IN5UL,
&CIALE -. N.T.S.
- - ----------
ONE, HOUR
G�-P&UM UJALL50ARD, U;00[) E) i ID5
ONE LAYER 5V8" TYPE "X` GYPSUM UJALLBOARD OR VENEER APP: In) F LLE 7 -
- ARA L OR A Rfc-;4T
ANGLES TO EACH SIDE OF EITHER 2X3 OR 2X4 WOOD 6T' D5. TURNED FLATW16E, 24"OC, W/ 6r)
CEMENT COATED NAILS, 11/5' LONG, 0.0915' SHANK, I/4' HEADS, 7'7 0,--,
HORIZONTAL jOM5 STAGGERED NOT LESS Ti4AN 12" ON OPPOSITE 5IDE5. (NI -15) T40<NE55: 2 7/8
AFFROX, WEIGHT: " P6
FIRE TEST: (UL. 9-12-96
J -T DESIGN U335
arF5UM 5,41EATHINIG, LUOOD 5TUD&
EXTERIOR SIDE, ONE LATER 48'; WIDE 5/8l' TYPE "X` GYPSUM SHEATHING APPLIED PARALLEL TO 2 X 4
WOOD STUDS 24' O.C. WITH I 3/4'64ILVANIZED ROOFING \1411-5 41 O.C. AT vEI;T GA JOINTS AND
O.G. AT INTEfa1EDIATE &TUI)$ AND TOP AND 5070°1 FLA E5, JOINTS OF G-; PSU SHEATHING
MAY BE LEFT UN7RFATED, EXTERIOR CLADDING; 70 BE ATTACAED THROUGH SHEATHING TO
INTERIOR SIDE: ONE, AYER 5/sl� i�PE�!Xll GL8, WATER RE6i,&TANT GYPSUM 5AC<NG THICKNESS: VARIES
BOARD, OR r--ypSUM - VENEER BASE APPLIED PARALLEL OR AT RICal-1- ANGLES TO APPROX. WEEIG;�4: I P5F
,4
STUDS WITH 61) GOATED NAILS, 11/6' LONG, 009I5" SHANK, 1/4' HEADS, 7 O.G. RE TEST SEE WP 3510
(LOAD 5EARING/ (U" R3501-411,-45,13-7-65
UL DE -516N U309,
U!
U!
L DESIGN 1,11314)
R
ro x 101
VRAF UJ/ :5/2- x it
5/4 x 11 114 441RD?E-
,,�
SOF 4 5070'-,�
LOP
FIR00015T LL"'
it- .10
LlmlttiL) LIC;EN5t� IF E261131
NOTE:
While every attempt has
been made to assure the
accuracy of these
drawings, ALL
any raw materials or
fabricated components.
Any structural components
only and must be verified
with the ENGINEER OF
RECORD's "S -Sheets"
and/or (attached)
Nicuments
1A
STRUCTURAL NOTES
General Notes:
These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes,
and the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing. Any
work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk.
The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding
with any work or fabrication. The Contractor shall coordinate between the architectural drawings and
the structural drawings. The architectural dimensions are taken to be correct when in conflict with the
structural drawings. The Contractor is responsible for all bracing and shoring during construction.
All construction shall conform to the applicable portions of the latest edition of the International Building Code
except where noted
Design Criteria:
1. Live Load = 40 PSF (Floors)
25 PSF (Snow)
2. Dead Load 15 PSF (Roof)
12 PSF (Floor)
10 PSF (Walls)
150 PCF (Concrete)
3. Partition = 10 PSF (Floors)
4. Wind = 2018 IBC Exposure B @ 110 mph
5. Earthquake = 2018IBC
Site Class = D
Design Cat. = D
Use Group = I
R = 6.5
Cd = 4
W, = 3
6. Soil = 1500 PSF, Assumed bearing capacity
38 PCF, Assumed Active Fluid Pressure
350 PCF, Assumed Passive fluid Pressure
0.45, Assumed Coefficient of Friction
= 110 PCF, Assumed Soil Density
Concrete & Reinforcing Steel:
1. All concrete work shall be per the 2018 IBC Chapter 19. Tolerances shall be per IBC Chapter
19, Section 07. Mixing, placement, and inspection shall be per Sections 03, 04, 05, and 06.
2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans.
3. Concrete shall be in accordance with ASTM 150.
f'c = 2500 PSI @ 28 day
slump= 4" maximum, 6% Air entrained. In order to minimize shrinkage cracks recommend
that the w/c ratio be under 0.5.
4. Garage slab and exterior slabs to have minimum thickness of 4" with 6x6 W1.4x1.4 WWF
with vapor barrier. This is at the owner's option to reduce slab cracking. Crack control joints
the responsibility of the contractor. Recommend a maximum of 113'x16' grid oras required by
geometry.
5. Install ufer rod as required by local jurisdiction coordinate with project electrician.
Steel.
1. Anchor bolts shall be ASTM A307,
Carpentry;
1. 2X structural framing shall be #2 Douglas Fir.
4x structural members shall be #2 Douglas Fir.
6X members shall be #1 Douglas Fir.
2. Provide solid blocking in floor system below all bearing walls and point loads.
3. 2X joists shall be kiln dried and stored in a dry area prior to installation. The moisture content
of all wood shall be ess than 15%_
4. Floor joists shall be by Boise Cascade or other approved manufacturer. Joist to be installed
and braced per marufacturer's requirements.
5. Roof trusses shall be by a pre -approved manufacturer and constructed according to the
specifications of the Truss Plate Institute. Truss shop drawings must be stamped by a
licensed engineer and be on site at the time of construction. Preliminary truss drawings must
be reviewed prior to construction. It is the truss manufacturer's responsibility to inform the
engineer of record of any changes from the preliminary truss lay -out.
Girder trusses to have a minimum of bearing studs equal to number of plies of truss. All
girder trusses shall have Simpson HGT tie down at either end to match number of plies.
Truss manufactures are responsible for all bracing of the trusses including end wall bracing
and all other bracing between the building and the trusses unless specifically shown
otherwise on the drawings. Contractor to coordinate bracing with engineer of record as
required.
Truss manufacturer to provide all over -framing as required per manufacturer's truss layout..
Coordinate with General contractor and Engineer of Record as required.
6. Glue laminated beams shall be 241 for cantilevered or continuous beams and 241 for
simple spans.
(Fb = 2,400 PSI)
(Fv = 190 PSI)
(E = 1,800,000 PSI)
(FcL = 650 PSI)
7. Continuous and cantilevered glue laminated beams shall not be cambered. All other glue
laminated beams shall be cantilevered for L/480. See the framing plans for any exceptions.
8. All manufactured lumber shall be by Boise Cascade and have the following structural
properties:
Versa Lam it
(Fb = 2,800 PSI)
(Fv = 280 PSI)
(E = 2,000,000 PSI)
(FcL = 750 PSI)
9. Sheathing at roof and floor shall be laid with face grain perpendicular to supports and end
joints staggered 4'-0" on center. Provide 1/8" space at panel edges as required by panel
manufacturers. Floor sheathing shall be nailed 6" o.c. edges and 12" field with 10d's and roof
sheathing shall he nailed 6" c.c. edges and 12" o.c field with 10d's unless otherwise noted on
the drawings.
10. Block and nail all horizontal panel edges at designated shear walls.
11. All beams to be supported by a minimum of a solid post that matches the width of the wall
and the width of the beam unless noted otherwise. A 6x beam bearing in 2x13 wall will be a
6x6. Provide solid squash blocking to match in floor system and match post size in
foundation. Contact Engineer of record for any deviations.
12. All fasteners in contact with pressure treated lumber will meet the below requirements.
All fasteners including nuts and washers in contract with pressure treated lumber
shall be hot -dipped zinc coated galvanized steel, stainless steel, silicon bronze or
copper. Fasteners other than nails, timber rivets, wood screws and lag screws shall
be permitted to be of mechanically deposited zinc coated steel in accordance with
ASTM B 695, Class 55 minimum. Fasteners exposed to weather must meet the
requirements of the pressure treating manufacture's minimum. IN ADDITON, the
contractor shall coordinate connector/fastener coating requirements with
recommendations from connector/fastener manufacturer and type of pressure
treating chemical and retention being used. See Section 2304.10.5 of the 2018 IBC
for additional information.
13. All GWB to be installed perthe IBC and Gypsum Association's publication for the Application
and Finishing of Gypsum Board, GA -216
Hardware:
All connection hardware shall be Simpson "Strong Tie". Connection hardware exposed to the weather or soil
shall be treated as in steel above.
CAUTION:
PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS AND BRACE PER TRUSS COMPANY
RECCOMENDATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND
SHORING REQUIRED FOR PLACING TRUSSES. NOTE THESE DRAWINGS DO NOT INCLUDE ANY
TEMPORARY SHORING OR BRACING. PRECISE ENGINEERING RECCOMENDS ALL SHORING AND
BRACING BE DESIGNED AND DETAILED BY A LISENCED ENGINEER.
CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS.
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SLICES
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PANEL
GIRDER SEE PLAN
1/2" PLYWD. OR 1/16" O.S.B.
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MOISTURE BARRIER
2x6 STUDS a 16" O.G.
16d EA. JOIST
3/4" FLR. SHEATHING
SEE NOTE
FLOOR JOISTS SEE PLAN
2x6 02 P.T. DF MUD5ILL w/
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WASHERS a 48" O.C. (12"
MAX FROM CORNERS
AND SPLICES) SEE PLAN
04 VERT. a 24" O.G. ALT.
TAILS
MOISTURE BARRIER
SHEAR WALL CALL -OUT
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SHEAR WALL EDGE
NAILING
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TYPICAL SHEAR WALL NOTES
Use 518" dia. by 10" Anchor Bolts (AB's) with single plates and 518" dia. by 12" AB's with double
and 3x plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall
be centered in the stud wall, and shall project through the bottom plate of the wall and have a
3x3x114 plate washer. There shall be a minimum of two bolts per piece of sill located not more than
12 inches or less than 4 inches end of each piece. Anchor bolts to be galvanized per the below
requirement (Fasteners in contact with pressure treated lumber). At existing foundation use 5/8"
diameter Simpson Titen HG bolts with minimum of 4" embedment into the existing concrete.
All wall sheathing shall be 112" CDX plywood, 518" T1-11 siding, or 7116" OSB with exterior
exposure glue and span rated "SR 2410" or better. All free sheathing edges shall be blocked with 2x4
or 2x6 flat blocking except where noted on the drawings or below.
All nails shall be 8d or I Od common (8d common nails must be 0.I31 inch diameter, Senco KC27
Nails are equivalent. If 10d common nails are called for the diameter must be 0.148 inches, Senco
MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below
or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted.
Hold downs are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation.
All floor systems must be blocked solid below member that the hold down is attached to. This block
should be equal to or larger than the member the hold down is attached to and be placed as a "squash
block".
All double and triple studs shall. glued and nailed together with I Od's at 3" o.c. for each layer.
Al 4x studs are to be 92 DF and all 6x studs are to be #I DF when used for hold downs and shear
walls.
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TYP. UN.O.
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FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER 2x6 w/ (2) X10
SCREWS EA. STUD
All fasteners including nuts and washers in contractwith pressure treated lumber shall be hot -dipped
zinc coated galvanized steel, stainless steel, silicon bronze or copper. Fasteners other than nails, PRE -ENG. TRUSS
timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc a 24" O.G.
coated steel in accordance with ASTM B 695, Class 55 minimum. Fasteners exposed to weather
must meet the requirements of the pressure treating manufacture's minimum. IN ADDITON, the
contractor shall coordinate connectorlfastener coating requirements with recommendations from
connector/fastener manufacturer and type of pressure treating chemical and retention being used. SHEAR WALL
See Section 2304.10.5 of the 2018 IBC for additional information. CALL -OUT SEE
PLAN
ALL WALL STUDS AND ROOF TRUSS TOP CHORDS AND SECONDARY FRAMING
LUMBER SHALL BE DOUG -FIR 42 OR BETTER.
NOTE: MST STRAPS attaches to (2) 2x or 4x studs in wall above and below unless noted
otherwise. Nail all holes with 16d sinkers. i!
Double studs may be use as a substitute for 3x nominal framing call out below.
Studs MUST be glued and nailed together with (2) lines of l Od's at 3" on center
staggered.
Horizontal blocking for shear walls nailed with 8d's shall be minimum of 2x flat and
shear walls nailed with I Od's shall be minimum of 3x flat.
SHEAR WALL SCHEDULE
sheathing nailed with 8d's at 6" on center all edges.
sheathing nailed with 8d's at 4" on center all edges.
sheathing nailed with 8d's at 2" on center all edges and 3x nominal studs at adjoining panel
edges and nailing must be staggered.
HOLD DOWN SCHED ULE
It is the responsibility of the contractor to locate hold down anchor bolt to accommodate all
structural framing. Anchor bolt to be located nearest the corner or opening at the end of the
shear wall. All foundation vents to be a minimum of 12" off centerline of the anchor bolt on
either side. Holdown stud to be coordinated with shear wall panel edge framing
requirements. Larger stud size controls
For ho [down anchor bolt embedment greater that foundation depth, thicken footing
for 2'-0" either side of holdown anchor bolt to a depth that provides for 3" clear
below the bottom of the anchor bolt. Provide (2) additional #4 x 3'-0" pieces of
longitudinal rebar at this location.
HDU2 attaches to concrete foundation with a Simpson SSTB 16. HDU2 attaches to
double 2x studs or 4x or 6x stud with (6) Simpson SDS 1/4 X 3 Wood
Screws in wall above.
HDU4 attaches to concrete foundation with a Simpson SSTB 20. HDU4 attaches to
double 2x studs or 4x or 6x stud with (10) Simpson SDS 1/4 X 3 Wood
Screws in wall above.
HDU8 attaches to concrete foundation with a Simpson SSTB 28. HDU8 attaches to
double 2x studs or 4x or 6x stud with (20) Simpson SDS 1/4 X 3 Wood
Screws in wall above.
FLOOR TO FLOOR STRAP
VISTA 49 Simpson MSTA 49 is a floor to floor strap that is centered on the rim joist.
The strap attaches to a minimum of single stud in the wall above and below.
Shear wall boundary member and Holdown member requirements will
usually control member size. Install per Simpson's requirements.
GABLE END TRUSS
2X BLOCKING CONT.
Rusa 10 TRUSS coNN.
2x STUDS k
16da3"O
SCALE: I"=1' -0"
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A35 CLIP e 32"
O.C. TYP. U.N.O.
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O.C.
SHEAR WALL—
CALL-OUT SEE
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2x BLOCKING CONT.
TRUSS TO WALL coNN.
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SCALE: 1"=V-0"
SCALE: I"=1'-0"
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SCALE: 1"=1'-0"
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SHEAR WALL CALL -OUT
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(2) LINES 16d 9 12" O.C.
2x6 SILL PLATE
BEAM SEE PLAN
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