HomeMy WebLinkAbout10151242.pdf&NAL NOTES
1, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED
OR SHOWN ON THE PLANS, WORKMANSHIP & MATERIALS SHALL
CONFORM TO THE LATEST EDITION OF THE U,B,C,
2,THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING
SITE CONFORMANCE WITH THE PLANS BY THE CONTRACTOR
PRIOR TO THE START OF CONSTRUCTION, THE ARCHITECT &
ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES,
3,WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS,
4,ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY
APPROVED EQUALS,
5,NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE
GENERAL NOTES
P,EM0C>E!LIN6 NOTE!5
1, PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING
EXISTING WALLS, BEAMS, OR SUPPORTS FOR CONSTRUCTION.
REMOVE SHORING ONLY WHEN NEW SUPPORTS ARE IN PLACE
AND SECURED,
2,PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR
WALLS PER MFG, SPECIFICATIONS, SEE SHEAR WALL SCHEDULE
FOR SIZE AND SPACING,
3,PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING
WALLS AT THE DOUBLE TOP PLATE,
4,THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES
WHETHER OR NOT SHOWN ON DRAWINGS AND PROTECT THEM
FROM DAMAGE,
5,DO NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE
EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION,
&THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR
FOOTINGS, BEAMS AND JOISTS, SIZES LOCATIONS ETC, AND SHALL
NOTIFY THE ARCHITECT & ENGINEER OF ANY DISCREPANCIES,
7,DOWEL NEW INTO IXISTING SLABS W/#4 REBAR @ 24" O,C, AND
FOOTINGS W/DOWEL SIZE TO MATCH EXIST'G, RENF, SIZE/LOCATION,
1, CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY
THE STRUCTURAL ENGINEER,
2,THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT
HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER
3,THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING
SHORING, TEMPORARY SUPPORTS ETC„ IS THE SOLE RESPONS-
IBILITY OF THE CONTRACTOR, AND HAS NOT BEN CONSIDERED
BY THE STRUCTURAL ENGINEER, THE CONTRACTOR IS RESPONS-
IBLE FOR THE STABILITY OF THE STRUCTURE DURING THE
ENTIRE COURSE OF CONSTRUCTION,
THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD
INSPECTION/OBSERVATION OF THE ABOVE ITEMS,
4,ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF
UNLESS A SOILS REPORT IS PROVIDED, SOILS IN THE BUILDING
AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM
OF 90% RELATIVE COMPATION PER U,B,C,
SOILS REPORT BY,
STRUCTURAL SYMBOLS
INDICATES SHEAR WALL, SEE FOUNDATION & OR FRAMING PLAN
AND SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG,,
ETC, NOTE+ FOR SILL BOLTING AT EXISTING FOOTINGS USE
"RED HEADS" ICB0)K2156 THE SAME SIZE & SPACING AS
CALLED FOR ON PLANS (MIN 2 3/4' EMBED),
Z INDICATES POST (BELOW BEAM)
MIN, POST SIZE/TYPE AS FOLLOWS U,N.U,l
BEAM SIZE POST SIZE
4 x 14 & SMALLER 2-2x4 W/16cd NAILS @ 12' O,C,
6 x 12 & SMALLER 2-2x6 W/16d NAILS @ 12' O,C,
4 x 16 & SMALLER 4x4
6 x 16 & LARGER 4x6
FOUNr�ATION MOTES
CiFENAL
1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER
NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER
U,B,C, (90%) RELATIVE COMPACTION MINIMUM,
2,THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR
TO POURING OF CONCRETE AND SHALL VERIFY THE SOIL BEAR-
ING PRESSURE TO BE 1000 PSF MIN OR PER THE SOILS
REPORT,
3, INTO WHICH A PERSON SHALL BE REQUIRED TO DESCEN SHALL
BE MADE WITHOUT PROPER PERMIT,
4, THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL
BE AS FOLLOWS1
1/2" DIAMETER ANCHOR BOLTS WITH 7" MIN EMBEDMENT IN
CONCRETE WITH SPACING NO GRETAOR THAN 4 FEET O,C, NOR
FURTHER THAN 12" FROM CORNER (MIN 2 BOLTS PER PIECE),
SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE FOR
FURTHER BOLTING REQUIREMENTS
5. PIPES DR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC,
WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONC,
NLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR
ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES,
ETC.
&PIPES MAY PASS THRU STRUCTURAL CONC, IN SLEEVES, BUT
SHALL NOT BE EMBEDDED THEREIN,
7,PROVIDE 3/4' CAMBERS AT ALL EXPOSED CORNERS
8,SEE ARCHITECTURAL PLANS OFR MOLDS, BROOVES, ORNAMENTS
CLIPS OR GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND
FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS,
9,LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE
STRUCTURAL ENGINEER,
C0NG Tr
L UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL BE
TYPE 1 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
IN 28 DAYS, CEMENT SHALL CONFORM TO AS,T.M, CX-150
FINE & COURSE AGGREGATE SHALL CONFORM TO A,ST,M, C-33
I Nr-O I N6, ST r=L
1, ALL REINFORCING STEEL SHALL BE GRADE 40 IN ACCORD-
ANCE WITH A,S,T,M, A615 UNLESS OTHERWISE NOTE.
2.LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL
WELDING OF REINFORCING BARS,
3,BARS NOTED AS 'CONT ' TYPICAL WALL REINFORCING AND
VERTICAL COLUMN REINFORCING SHALL HAVE A MINIMUM
SPLICE OF 50 BAR DIAMETERS LAP IN MASONRY OR
40 BAR DIAMETERS MINIMUM IN CONCRETE,
4.REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED,
OTHER SPLICES SHALL BE APPROVED BY THE STRUCTURAL
ENGINEER,
5,SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS
SHALL BE STAGGERED 4 FEET UNLESS OTHERWISE NOTED,
6,PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE
SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN
REINFORCING, DOWELS SHALL HAVE A MINIMUM PROJECTION
EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED,
7,ALL REINFORCING, ANCHOR BOUT, AND OTHER INSERTS
SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF
CONCRETE OR GROUTING OF MASONRY,
8,PROVIE THE FOLLOWING MINIMUM PROCTECTIVE COVERING OF
CONCRETE,
BELOW GRADE (UNFORMED) 3" CLEAR
BELOW GRADE (FORMED) 2' CLEAR
WALLS V CLEAR
COLUMNS 1,5" CLEAR
BEAMS AND GIRDERS 1,5" CLEAR
STRUCTURAL SLAB
(ABOVE GRADE) 3/4" CLEAR
9,NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE
RE -BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER,
CONCRETE 5LOCK ASONR"(
NAILING SCHEDULE
L CONCRETE BLOCK SHALL CONFORM TO A,S,T,M, C-90,
THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED
GRADE N UNITS, SEE ARCHITECTURAL PLANS FOR TYPE,
NAILS SHALL BE BOX OR COMMON WIRE
PATTERN AND JOINT DETAILS,
SPECIFICALLY DETAILED CONNECTIONS SHALL BE NAILED
WITH COMMON WIRE NAILS,
2,MORTAR SHALL BE AS FOLLOWS,
-JOISTS OR RAFTERS TO, SIDES OR STUDS
1 PART PORTLAND CEMENT
8 INCHES IN DEPTH OR LESS
4 PART SAND
FOR EACH ADDITIONAL 4" DEPTH ADD
1/4 MIN, TO 1/2 MAX, PART HYDRATED LIME
-JOISTS OR RAFTERS AT ALL BEARING
TOE NAIL EACH SIDE
3,GROUT SHALL BE AS FOLLOWS:
- STUDS TO BORING -TOE NAILS EA, SIDE
1 PART PORTLAND CEMENT
3 PARTS SAND
- BLOCKING BETWEEN JOISTS/RAFTERS
2 PARTS PEA GRAVEL
TO THE JOISTS/RAFTERS TOE NAILS EA SIDE
WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO
FROM BLOCKING TO BEARING TOE NAILS EA SIDE
ALL JOINTS,
-BLOCKING BETWEEN STUDS
AT EACH END -TOE NAILS
4,CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN,
END NAILS
UNOBSTRUCTED CORE OF 3'x3', DOWELS FROM FOOTINGS
- PROGRESSIVE BLOCKING
SHALL BE SET TO ALIGN WITH CORE REINFORCING,
RAFTER TO BLOCK & BLOCK TO CONT, NAILER
- MULTIPLE STUDS
5.ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH
(STAGGER NAILS ON STUDS WIDER THAN 4')
REINFORCIN, ANCHORS OR INSERTS SHALL BE FILLED SOLID
- RIBBON TO STUDS
WITH GROUT,
1x RIBBON
&CONCRETE SURFACES SHALL .BE CLEANED OF ALL LAITANCE
2x RIBBON
PRIOR TO SETTING OF BLOCKS,
- DOUBLE TOP PLATES
LOWER TO
GTE
M I N6 N!2T �
UPPER TO LOWER PLATDE
FRAMING SHALL COMPLY WITH SECTION 2517 OF THE U,B,C, LATEST
AT SPLICES (48" MIN) ON EACH SIDE
EDITION,
OF BUTT IN TOP PLATE
f=RAMING-(5r=N AL
UPPER TO LOWER PLATE
L USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS
AT INTERSECTIONS
UNLESS NOTED ON PLANS,
- CEILING STRIPS
2,ALL POSTS SHALL HAVE SIMPSON "PC' CONNECTORS AT TOP
1x4 PER BEARING (STRONGHOLD TYPE)
2x3 PER BEARING <STRONGHOLD TYPE)
AND SIMPSON "BC" OR "BCD" CONNECTORS AT BASES UNLESS
THERWISE NOTED ON PLANS,
- PLYWOOD NAILING (SEE DETAILS & OR SCHEDULES
- BUILT UP BEAMS 20d 2 32" OC AT TOP AND BOTTOM
3,ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC,
STAGGERED 2-20d @ END
SHALL BE SIMPSON "STRONG -TIE" UNLESS OTHERWISE NOTED OR
-1x6 LET -IN BRACES, EACH BEARING
SHOWN ON PLANS,
(PRE -DRILL HOLES FOR NAILS)
r-RALIN6-004ALL°
1, SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS
(UNLESS OTHERWISE NOTED ON PLANS);
2x4 2 16' OC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE
FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM
HEIGHT OF 10 FEET
2x4 @ 16'DCD (NON -BEARING WALL) SHALL HAVE A MAXIMUM
HEIGHT OF 14 FEET
2x6 @ 16'OC, (BEARING WALL) SUPPORTING A MAXIMUM OF TWO
FLOORS AND A ROOF SHALL HAVE A MAXIMUM
REAR
HEIGHT OF 10 FEET,
2x6 @ 16"O,C. (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET
D
3
2,RAKE WALL ADJACENT TO SLOPED CEILINGS SHALL BE BALLOON
FRAMED, DOUBLE TOP PLATES SHALL ALWAYS BE SUPPORTED BY
A ROOF OR CEILING DIPHRAM,
42'-4"
3,SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT
ROOF FRAMING, SHEETING SHALL HAVE ALL EDGES BLOCKED & THE
APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING,
4,BORING AND NOTCHING OF WALL STUD SHALL BE PER UBC (2517)
NOTCHING MAXIMUM, 25% OF WIDTH ON BEARING WALLS 1`-10"
i >
40% OF WIDTH ON NON -BEARING WALLS
s }
BORING MAXIMUM; 40% OF WIDTH ON BEARING WALLS
s
60% OF WIDTH ON NON -BEARING WALLS..:
NOTE: A MIN 5/8' CLEARANCE FROM EDGE OF STUD TO HOLE
s
SHALL BE PROVIDED,
(N BEDROOM 4
5,DOUBLE 2x TOP PLATE SHALL BE LAPPED 48' AT ALL SPLICES
}'
AND SHALL OVERLAP AT CORNERS t I,^�
MASTER
BATHROOM
&WALL BRACING SHALL BE PROVIDED PER UBC (2517G) { }}
PROVIDE 1x6 LET -IN BRACING (@ APPROX. 45 DEGREES) EVERY
o 0
25' IN ALL STUD WALL NOT SHEATHED BRACES TO RUN CONTINunus�CD'
FROM TOP PLATE TO SILL PLATE, 11
(N)MASTER
BEDROOM
FR-AM I NC-7 - LOO } }
D
1, FLOOR SHEATHING (MIN)5/8" STRUCTURAL I T & G PLYWOOD }}
n
PANEL INDEX no 32/16 WITH EXTERIOR GLUE, USE 10d NAILS s
PROPO D
AT 6"DC AT ALL EDGES, BOUNDARIES, SHEARWALLS & 10'0C
2ND DRY ADDITION
FIELD, NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN, ; }j
WALKING CLOSET
1,0 '-0" SQ,FT
2,PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON- v4l
BEARING PARTITIONS, }
3,PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER
`
BEARING WALLS WHICH ARE PERPENDICULAR TO JOISTS,
-LL
FRAMING -BOLTING
1, ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD
OR NUT, SEE SCHEDULE
2,ALL BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF
PLYWOOD, PLASTER ETC,
3,ALL BOLTS SHALL BE BORED 1/32" TO 1/16' LARGER THAN
NOMINAL BOLT DIAMETER
LUMBER
1, ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING
GRADESUNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT
SHALL NOT EXCEED 16% & GRADED IN ACCORDANCE WITH THE
WEST COAST LUMBERMANS ASSOCIATION,)
REPETATIVE USE MEMBER
STUDS & PLATES
JOISTS & RAFTERS
2x4 TO 4x4 INCLUSIVE NO2
2x6 TO 3x16 INCLUSIVE NO2
SINGLE USE MEMBERS
BEAMS
4x NO2
6x OR LARGER N01
POSTS & MULLIONS
4x4 & SMALLER No2
4x6 & LARGER No2
6x6 & LARGER Not
MISCELLANEOUS LUMBER
BLOCKING, FURRING, ETC, No3
DECKING & SHEATHING
2x,3x,4x COMM'L DEX,
2,ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN
4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG FIR
3,GLUED-LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB,
24F-V8 DF/DF (Fb=2400PSI, FV+165 PSI, E=180,000 PSI)
INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE UNLESS
OTHERWISE NOTED ON PLANS, A CERTIFICATE OF INSPECTION
FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY
TO BE SUBMITTED AND APPROVED BY THE BUILDING DEPT,
PRIOR TO ERECTION,
4,ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH
P,S, 1-74
4,FRAMING AROUND OPENINGS; TRIMMER AND HEADER JOISTS s (f {
SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE
(UBC 21517),�__� s
9TP,UC,TU L ST r=L �� I
L STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFIC-
ATION FOR STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS _ tiv1 s
A,S,T,M, A36, } 4 1" _ s
2,FABRICATION SHALL COMPLY WITH THE LATEST A,IS,C, SPECS, 3 3
3, ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A,S,T,M, LEFT � �} � � � � i 3 1
A-307 UNLESS OTHERWISE NOTED,
4,HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR i IL (N)BEDROOM 5 } a LEFT
DETAILS SHALL BE THE FRICTION TYPE AND THERE SHALL BE
U OR GALVANIZING
SURFACES, OHIGH TENSILE BOLTS SHALL CONFORM E HE CONTACT
TO
A,S,T,M. A-325 OR A-490,
4 gg
5P PE COLUMNS SHALL CONFORM TO A,S,T,M, A 53 GRAD
E `
s
s
C
6,STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A,S,T,M, }� }>
A-501 OR A-500 GRADE B. x ;.., �} �{ s
"f #
e , ,w .. _.u. . t,..r i ( �.a+� y4 � '13�... ., _. ..
7,WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE s i RIGHT �. A� ....
HOLES FOR 1/2" WELDED STUDS AT 4 FEET O,C, FOR THE 1 �i ��( .."
ATTACHMENT OF NAILERS, SEE ARCHITECTURAL DRAWINGS FOR:-_$
FINISHES,
- WALL s t
._.. BELOW \ s s ti� �,
8,BEAM CONNECTIONS SHALL CON1E�l,.KYWITH RAMED BEAM} 1 P is .
CONNECTIONS" A,I,S,C, PART 4, TABL 1 U TNG 3/4" DIA,
A307 BOLTS (M,BJco
J
5 x
9
9,OPEN WEB JOISTS SHALL COMPLY, WITH T E STANDARDS OF -m,
S .wm
"THE STEEL JOIST INSTITUTE" �.a, L= .... .. ........
t : n... ,... .... .... ....._,.,..._ .. } }`i E e �'
aTRUCT. STEEL LrPI N r t;.� . � `� � ^h �
1, WELDING SHALL BE DONE BY TWE ELECT-R SHIELDED ARCD Y
PROCESS AND SHALL COMPLY WITH A,tPECIFICATIONS FOR t
WELDING AND FABRICATION c0N. z <.. :..
t
I},
s s
2,WELDING SHALL BE PERFORMED: ��Y,„�C�E� ED WELDERS WHO -r, � ,: "•: _ � h-�....-.� ..a:..�=.,.,:�.-.�.:-�,.�,,. -.j ; �;�.<�._�" ;< , ��'. p
ARE APPROVED BY THE LOCAL°° &- p� (,:::,. _ ,_ ,..,. v..., ..._...,._
°J. pa __ .. /f y4 E iw3 � :..i a'0,N i.1
h+.Fu'%s.`s 3&� # f b.'1 �....... ... ...'/ ..............-..., lr........ .........� _.. ........ .. _... ._..» ..i 4J:
3,ALL FIELD WELDS SHALL HAVE, CONTINUO U: INSPECTION PER
UBC (306,5,B) UNLESS OTHERWISE NOTED, ._`,I�,;Is. �
4,ALL BUTT WELDS SHALL BE_`�ION U,N,L,
5,A CERTIFICATE OF FABRICATION FROM THE ISHDP PERFORMING 0
WELDING OR A REPORT FRbM THE SPECIAL 'INSPECTOR MUST 1/8
BE FURNISHED TO THE JOB INSPECTOR PRt$R TO FRAMING
_R
APPROVAL,
x
6RPIN6 NO Try
1, A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING f �; Pill'"
�'"
...:� .`
2ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND
TESTED AS TO RELATIVE COMPACTION PER U,B,C. T hb ec l o>s ;
3,ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH CHAPTER 1a't "` (
70 OF THE LATEST ADOPTED EDITION OF THE U,B,C,,t
4,ALL UTILITY TRENCH BACKFILLS SHALL BE IN ACCORDANCE WITH
THE SOILS ENGINEERS RECOMMENDATIONS,
f1 a, ho Fl.u.4 Vic,,
PRAINA6E 'COTES ioviswsl
1, MINIMUM GRADIENTS ARE AS FOLLOWS EART= 1% PAVING=5%
2,POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BEAcc
..1,�,
AS FOLLOWS:1 C. a� a< n
2% MIN TO 21% MAX
SWALES TO BE 3 FEET MIN AWAY FROM STRUCTURES,
Hate Issued
8
r. l c) Cam" - 1
v
t
L, ----- - ---
FRAMING-ROOF
1, ROOF SHEATHING (MIN) 1/2" STANDARD PLYWOOD PANEL INDEX
NO,24/0 WITH EXTERIOR GLUE, USE 8d NAILS AT 6"OC AT
ALL EDGES, BOUNDARIES AND SHEAR WALLS & 12"OC FIELD,
NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN,
2,FRAMING AROUND OPENINGS1 TRIMMER AND HEADER JOISTS
SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE
FRAMING -CEILING
L CEILING JOISTS SHALL BE 2x6 @ 1640,C, (MAX SPAN=14'-1')
2,CEILING JOISTS SHALL BE 2x8 @ 16'0,C. (MAX SPAN=18'-6')
3,CEILING JOISTS SHALL BE 2x10 @ 16'O,C, (MAX SPAN=23'-8')
FRAMING-JOISTS/RAFTERS
1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS,
(UBC 2517D)
BORING -MAX DIA OF HOLE SHALL NOT EXCEED 1/3 OF
DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE
CLEARANCE OF TWO INCHES,
NOTCHING- MAX DEPTH AT ENDS SHALL NOT EXCEED 1/4
OF DRESSED DEPTH, NO NOTCHING IS ALLOWED
IN THE CENTER THIRD OF THE JOIST SPAN,
NOTCHING IN OTHER LOCATIONS SHALL BE ON THE
COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6
OF THE JOIST DEPTH,
2,WHERE THREE OR MORE <MULTI JOISTS) ARE USED THE JOISTS
SHALL BE BOLTED TOGETHER WITH 1/2"DIA MACHINE BOLTS W/
WASHERS AT 24"OC STAGGERED. BOLTS SHALL BE RETIGHTENED
PRIOR TO APPLYING FINISH MATERIALS,
3,JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN, OF 3 INCHES
WITH 3-16d NAILS OR USE SIMPSON ST 2115,
4,CROSS BRIDGING OR 2x BLKG, SHALL BE PROVIDED @ 8'-0' O,C,
MAX, FOR ALL JOISTS AND RAFTERS MORE THAN 8" IN DEPTH
BLOCKING OR AN APPROVED METAL TYPE BRIDGING,
5,2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR
RAFTERS AT ALL SUPPORTS,
1 i PLAN IRSTr-LOORO
SCALE 1/8"-1'-0"
7 i0l 1 s
I
f
z
F1.1(E) METER AND 100V ELECTRICAL PANEL
L21(E) GAS METER
L`_'..! (E) HEATING & AIR CONDITION '4V AC'S MODEL 9610 6 TON,
OUTDOOR SECTION 250 FURNACE & U, F, HORIZONTAL
C.H,F, W/BTU/HR 60,000, IS PROVID, 'RT HEATING
FACILITIES CAPABLE OF MAINTAINING A t\t- -RATURE OF 70 F,
GENERAL NOTES & LEGEND
1,- i ----INDICATES SHEAR WALL TYPE
_x<--INDICATES SHEAR WALL LENGTH
SEE SHEAR WALL SCHEDULLE SHT 2 OF 6
2,- 4'-0" MIN, LAP W/10-16d DBL, TOP
PLATES SPLICE TYP, U,N,O,
INDICATES DETAIL 1 ON SHEET (2)
INDICATES NUMBER OF REVISION
INDICATES KEY NOTE (1) ON SAME SHEET AS SYMBOL
INDICATES SECTION "A" ON SHEET (2)
AND SIDE VIEWS
INDICATES NEW PROPOSED ADDITION
INDICATES EXISTING WALL O BE REMAIN
INDICATES NEW PROPOSED ADDITION WALL
sirrrii ��JsO�"awS`INDICATES REMOVED EXISTING WALL
INDEX TO DRAWINGS
NO,
DESCRIPTION
1
PLOT PLAN AND GENERAL NOTES
2
FIRST AND SECOND FLOOR PLAN
3
ELEVATIONS
4
FOUNDATION PLAN AND SECOND FLOOR PLAN FRAMING
ROOF AND CEILING FRAMING PLAN
6
SECTIONS
E5
D1
DETAILS
T24
ENERGY CALCULATION
T N PROPERTY OWNER
PROPERTY ADDRESS
LEGAL DESCRIPTION
ZONE --
APN
LOT #
GUADALUPE AHUMADA
216 E, STANDFORD ST,
SANTA ANA, CA, 92701
SINGLE FAMILY RESIDENCE
R1
JOB DESCRIPTION
ADD A NEW FAMILY IN THE BACK AREA OF THE EXISTING HOUSE,
AND REMOVE THE REAR DOOR AND MAKE A WIDE OPEN AT THAT AREA
AND AT SECOND FLOOR ABOVE THE EXISTING GARAGE AND THE NEW
FAMILY ROOM AND THE SECOND FLOOR WITH A MASTER BEDROOM WITH
MASTER CLOSET AND MASTER BATHROOM, TWO MORE BEDROOMS WITH
CLOSET AND A NEW BATHROOM,
CONIBT UCTION T°'P „V„ cY Exp. 3-31 �06
e
T�r�
PROJECT Z�T e 0
XISTINev LIVIN& AREA a012'-O, 90, FT.
r
(i1���
XI TiN,O 2 rAR 6A 6 4'11' 0„ 90. FT.
�
N V4 PROPOSEDAVVITION @ IRST F[�Oo T.
2j{ft0531 01, so. FT.
Lp�q�qq���qq
gS�t�d�p,�iOgi�,�� �q �yq���q ! py�q
_I i"i �c�P6d dm6 AbEdoPITI�N 6i`�k✓ dwWid ®f °P6✓H 1 r- .
TOTAL
FLAT AORK I,15.7- -0" 60. FT.
TOTAL LOT AREA 6,050- 0" sue. I-T.
LOT COV E 55
REVISIONS E)'
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C('
L� l<L
E`
lti 0
0-
DRAWN
PERALT A
DATE
08/23 04
SCALE
AS
NOTED
JOB NO,
6275
SHEET
OF 6 SHEETS
I
L
L - IN RESIDENTIAL OCCUPANCIES, SHOW CONVENIENCE OUTLETS A
MAXIMUM OF 6 FEET FROM OPENINGS AND 12 FEET APART,
THE MINIMUM WALL SPACE IS 2 FEET AND THE MAXIMUM KITCHEN
COUNTER TOP SPACE IS 12 INCHES WITHOUT AN OUTLET,
(NEC 210-52A)
2,-PROVIDE GFCI FOR OUTLET IN THE BATHROOMS, IN THE KITCHEN
WHERE THE RECEPTACLES ARE INSTALLED TO SERVE CONTERTOP
SURFACES, AND FRONT AND REAR OF OUTSIDE OF BUILDING,
(NEC 210--8)
3,-AT LEAST 1/2 OF THE COMMON WALL MUST BE OPEN AND
HAVE AND UNOBSTRUCTED OPENING AREA OF NOT LESS
THAN 25 SQ, FT, OR 1/10 THE FLOOR AREA OF THE INTERIOR
ROOM, WHICHEVER IS GREATER, IF LIGHT AND VENTILATION
IS BEING SUPPLIED FROM AN ADJACENT ROOM,
4,-GENERAL PURPOSE LIGHTING FIXTURES IN KITCHEN AND
BATHROOMS SHALL HAVE LAMPS WITH AN EFFICACY OF AT
LEAST 40 LUMEN PER WATT,
5,-ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,
SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLE
OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS
SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT
INTERRUPTER, NEC 210-12(B),
6,-WATER CLOSET NOT TO USE MORE THAN 1.6 GALLONS PER FLUSH,
7,-CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR CONTAINING
OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO THE OUTSIDE,
EXHAUST DUCT MUST BE 4 INCHES IN DIAMETER AND LENGTH IS LIMITED
TO 14 FEET WITH 2 ELBOWS. THE DUCT LENGTH SHALL BE REDUCED BY
2 FT, FOR EVERY ELBOW IN EXCESS OF TWO, (MC 504, 908)
IL _._.. _.
WALLI ( !�
BELOW
ll n II
1
a
l
SPECIAL NOTE. FOR EXISTING GAR GELL SHEARWAMARK 2�AN
INSIDE FACE OF WALL
1 NEW 180ptf 7/8" STUCCO & L
(E) 90ptf & BOTTOM PLATES
STUCCO WALLS TO BE UPGRADED TO
D�)
ATTACH NEW PLYWOOD TO
ATH 16 GA STAPLES @ 6" O,C, EDGE & FIELD, TOP
, 5/8"0 A,B, @ 48" O,C, PHD2-SDS3 SSTB16 HOLDOWN
200P tf
3/8" WOOD TRUC, PANEL (CDX OR ❑,S,B, EQUIV,) W/Sol NAILS @
4" O.C, EDGE, 12" O,C, FIELD, 5/800 AB @ 32" O.C. PHD2-SDS3
- 370ptf
1/2%5/32" MIN,) W,S,P, W/8d NAILS 2 3" O,C, EDGE, 12" O,C, FIELD
5/8"0 A,B, @ 24" O,C. PHD5-SDS3 (5/8"0)
- 450ptf
1/2""(15/32" MIN,") W,S,P, W/10d NAILS @ 3" O,C, EDGE, 12" O,C, FIELD
5/8 0 A,B, @ 16 O,C. PHD6-SDS3 (7/8 0)
500ptf
5/8"(19/31" MIN,) W,S,P, W/10d NAILS @ 3"0,C, EDGE, 12" O,C, FIELD
5/8"O A,B, @ 16" O,C, PHD6-SDS3 (7/8"0)
Mies,k-,,, NuNcx Tip D.a*,dEa;€:&rw.11 says,
W. , n .,- �r►
1,- 1 p---INDICATES SHEAR WALL TYPE
--INDICATES SHEAR WALL LENGTH
SEE SHEAR WALL SCHEDULLE SHT 2 DTL 1
21- 4'-0" MIN, LAP W/10-16ol DBL, TOP
PLATES SPLICE TYP, U,N,O,
1 INDICATES DETAIL 1 ON SHEET (2)
�2
INDICATES NUMBER OF REVISION
INDICATES KEY NOTE (1) ON SAME SHEET AS SYMBOL
A
INDICATES SECTION/ELEVATION "A" ON SHEET (2)
INDICATES EXISTING WALL TO BE REMAIN
INDICATES NEW PROPOSED ADDITION WALL
IREM
INDICATES REMOVED EXISTING WALL
(S )--INDICATES SMOKE DETECTOR, NOTE COMPLIANCE WITH CBC SEC 1203
�--' LIGHT & VENTILATION, CBC, SEC, UBC 31031 SMOKE DETECTOR OF
HARD -WIRE SMOKE DETECTOR WITH A BATTERY BACK UP IN SLEEPING
ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR
GIVING ACCESS TO EACH SLEEPING AREA, A DETECTOR SHALL BE LOCATED
AT EACH STORY AND BASEMENT, ON THE UPPER LEVEL OF SPLIT LEVEL
STORIES AND BOTH LEVELS IF SLEEPING AREA IS ON LOWER LEVEL) A
DETECTOR SHALL BE LOCATED IN CLOSE PROXIMITY TO THE STAIRWAY WHEN
SLEEPING ROOMS ARE ON THE UPPER LEVEL, WHERE THE CEILING HEIGHT
OF A ROOM OPEN TO THE HALLWAY SERVING THE BEDROOMS EXCEEDS THAT
OF THE HALLWAY BY 24 INCHES OR MORE, DETECTORS SHALL BE INSTALLED
IN THE HALLWAY AND NEAR THE HIGH POINT OF THE ADJOINING ROOM,
(BATTERY OPERATED SMOKE DETECTOR PERMITTED IN EXISTING CONSTRUCTION
ONLY, (310,91)
13
&N07F.5
1,- EXTERIOR WALLS OF DWELLING/GUEST HOUSE,.
.1 GARAGE/CARPORT CLOSER THAN 3 FEET TO
.PROPERTY [INES SHALL BE OF LINE HOUR FIRE -
RESISTIVE CONSTRUCTION WITH NO OPENINGS,
AND SHALL HAVE 30 INCH PARAPETS WHEN
THE BUILDING FLOOR AREA EXCEEDS 1,000 SQUARE
FEET ON ANY FLOOR.(T 5-A AND 709)
2,- PROJECTIONS, INCLUDING EAVES, SHALL BE OF ONE
HOUR FIRE -RESISTIVE CONSTRUCTION, HEAVY TIMBER
OR OF NONCOMBUSTIBLE MATERIAL IF THEY PROJECT
INTO THE 3 FOOT SETBACK AREA FROM THE
PROPERTY LINE, (705, T 5-A)
3,- WALL COVERING SHALL BE CEMENT PLASTER, TILE
OR APPROVED EQUAL TO 70 INCHES ABOVE DRAIN
AT SHOWERS OR TUB WITH SHOWERS, MATERIALS
OTHER THAN STRUCTURAL ELEMENTS SHALL BE
MOISTURE RESISTANT, GLASS ENCLOSURE DOORS
AND PANELS MUST BE LABELED CATEGORY II, SWING
DOOR OUTWARD, NET AREA OF SHOWER RECEPTOR
SHALL BE NOT LESS THAN 1,024 SQ, IN, OF FLOOR
AREA, AND ENCOMPASS 30 INCH DIAMETER CIRCLE,
(80713, 2407, AND PC412,0)
4,- SCUTTLE 22x30" OR THE SIZE OF THE LARGEST
PIECE OF EQUIPMENT AND LOCATED NOT OVER 20
FEET FROM EQUIPMENT IS REQUIRED, (MC 307)
5,- UNOBSTRUCTED PASSAGEWAR 24 INCHES WIDE OF
SOLID CONTINUOUS FLOORING FROM SCUTTLE TO
EQUIPMENT AND ITS CONTROLS, (MC 3073)
6,- UNOBSTRUTED WORK SPACE OF 30" MIN, DEPTH IN
FRONT OF EQUIPMENT, (MC 307)
7,- LIGHT OVER EQUIPMENT WITH SWITCH AT SCUTTLE,
(MC 306)
8,- VENT THROUGH ROOF A MIN, OF 5 FEET ABOVE THE
HIGHEST VENT COLLAR WHICH IT SERVE S,(MC806,2)
9,- FURNACE INSTALLATION SHALL MEET ALL LISTED
CLEARANCE, FORCED AIR UNIT (FAU) IS NOT ALLOWED
IN ATTICS OF TRUSSED ROOFS UNLESS REQUIRED
CLEARANCES ARE PROVIDED, NO LINE CONTACT
IS PERMITTED,
i
1,- 8'-1 1/8" WALL HEIGHT/UNLESS NOTED
2,-- ALL EXTERIOR WALLS 2x6's 2 16" O,C,
ALL INTERIOR WALLS 2x4's @ 16" O,C,
GARAGE WALLS 2x4's 2 16" O,C,
3,- INTERIOR HEADERS 2-2x4's (UNLESS NOTED)
EXTERIOR HEADERS 2-2 xl2's (UNLESS NOTED)
4,- 2x6 PLUMBING WALLS AS REQ,
5,- ALL GABLE ENDS 2x6 @ 16" O.C,
6,- DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A
MIN, OF 8' WIDE AND NO "FLAT" STUDS PERMI t TED,
STAGGERED STUDS ARE ACCPETABLE,
7,- PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE
SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION
2320,8,3 ALLOWANCES,
8,- NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS
SHALL NOT EXCEED 25%/40% RESPECTIVELY, BORED HOLES
IN BEARING/NONBEARING WALLS SHALL NOT EXCEED 40%/60/,
RESPECTIVELY, IN NO CASE SHALL THE EDGE OF THE BORED
HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD,
(2320J1,9 AND 2320,11,10)
9,- HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS
ARE TO BE SHOWN WITH FULL LENGTH TRIMMERS, SPECIFYING
THE SIZE OF THE HEADER AND TRIMMER, (2320,11,6)
Krff Ali
71 EXTERIOR LIGHT CEC 210-70 LEVEL LANDING
CBC 1003,3,1,E
E` 1(E)200V ELECTRICAL PANEL, SHALL COMPLY ART, 110-16o,
NEC 230-23,
(E) GAS METER
OUTLET MAXIMUM OF 6 FEET FROM OPENINGS AND 12 FEET
APART, THE MINIMUM WALL SPACE IS 2 FEET AND THE
MAXIMUM KITCHEN COUNTER TOP SPACE IS 12 INCHES
WITHOUT AN OUTLET, (NEC 210-52A)
�i 24"x36" ATTIC ACCESS, IF ANY MECHANICAL IS LOCATED IN
L�J ATTIC PROVIDE ACCESS NOT OVER 20' FROM OPENING AND
UNOBSTRUTED PASSAGEWAY OF 24" WIDE PROVIDE 30" DEPTH
WORKING SPACE IN FRONT OF EQUIPMENT,
L`_'_1 WATER HEATER SHALL BE INSTALLED AT LEAST 18 INCHES
ABOVE THE FLOOR LEVEL, (UMC 303.L3) 30 GALLON, LOCATE
ON AN 18" PLATFORM PROVIDE INSULATION BLANKET R--12 AND
SEISMIC BRACING PROVIDE TWO STRAPS (ONE STRAP AT TOP
1/3 OF THE TANK AND ONE STRAP AT BOTTOM 1/3 OF THE
,,_.TANK UPC, SECTION 510,5
®DOMESTIC CLOTHES DRYER SHALL BE PROVIDED WITH
A 4-INCH DIAMETER MOISTURE EXHAUST DUCT THAT
TERMINATES OUTSIDE THE BUILDING AND SHALL BE
EQUIPPED WITH BACK -DRAFT HAMPERS, HE MAXMUM TOTAL
VERTICAL AND HORIZONTAL LENGTH SHALL NOT EXCEED
14 FEET INCLUDING TWO 90 DEGREE ELBOWS, (UMC 504.a2)
10 FAU AND THE A/C CONDENSER, PROVIDE EACH WITH AN
APPROVED, IDEPENDENT MEANS OF DISCONNECT, ADJACENT
TO AND IN SIGHT OF THE EQUIPMENT SERVED, PROVIDE
A 120-VOLT, GFCI- PROTECTED RECEPTACLE OUTLET
WITHING 25 FEET OF EACH PEACE OF EQUIPMENT FOR
MAINTENANCE AND SERVICING, (UMC 11316)
jzlw_lm:
y V
No. C30450
Exp. 3-31-06
REVISIONS EY
REVISED & RESBMI
1 n--1 n---pfltt i
Ld
I.n
CD
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co
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1
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tu
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1
DRAWN
PEPALTA
DATE
08/23/04
SCALE
AS NOTED
040 31 �
CD275
SHEET
Or 6 SHF
REVISIONS 3Y
REVISED & RESUPWII.
Gp
10-IQ-2005
r . . . . .
NEW ROOF 1/2"CDX PLYWOOD SHT'G, TOP OF ROOF
'T
2/16, NAIL W/86 126",
U.
12,
Ui
41E, PANEL INDEX 3 1 - J,
1
12"O.C. ASPHALT SHINGLES OVER 15#
1 11 - _Lj
FELT MIN, CLASS -C' ROOF WITH NO LI'LLL _iL
U
�j T Iri, I "L
61 t.-j" -1-11111 =-1, 1.11111-11- 11Is
-
LL UL
2ECONDS AL AND MATCH W/(E)
A_j. [L
til, JJJ, i-v 1z, 11
------- LLLL1J,,1j---u- d LrL 4
MATCH WITH EXISTINGz. ------
0
T-- - -- -----
I F - - - -------
STUCCO OVER EXTERIOR
STUCCO OVER EXTERIOR
PLYWOOD REQ'D, TWO (2)
PLYWOOD REQ'D. TWO (2) j
LAYERS OF GRADE 'D' PAPER
LAYERS OF GRADE 'D" PAPER
W/ WEEP SCREED BOTTOM W/ WEEP SCREED 2 BOTTOM If)
(y)
H It co
<
L
Li
<
L)
'k
Z, z V)
L L 1
7
7
ATE
TOP OF TOP__PLA
2x12 PLANT -ON
& DOOR __J J!
i - ` <
TYP,
0 v
v LJ Cj,�
-C 6
Ln D:� Q. L_
11, J
F
cb!
c
I
_T
F,F
j
7-i-I T . ..... _7__,_1 ......
(N) UNDERFLOOR
ACCESS 18x . ....... ...... ....
24
BRICK OVER THE- REAR ELEVA710N EXISTING WALL FRON7 Slr;�r= rELEVATIONC
SCALE_�,1/4#_ /-D# CALE: 1/4'=1'_0`
2x4 STUDS
BEHIND SHEETROCK
41/ F E Aj
12
rr------------- 'T
L
T'
ocr eo%0_- N a(�
Tyr. 150-.5
u
j 5/16"x3' IL TOOT
WITH WA (TO S UDS)
-FAUX
WINDOW
1/2" ELECTRICAL NDUIT
TUBE (EMT) FLAT4,0NIED I
AT ENDS
JL 11-1 pu _JLL L-L, -1 -U.-
1� 16 GAUGE
I�TRAP
I�E_IT
fi
fi
WATER
HEATER
J
z
4
- '\U- 1/2" ELECTRICAL CONWT
RI
.... .. . ...... TUBE (EMT) F�A ENE�,
- ------ AT ENDS
-leg
fi <
STUCCO OVER EXTERIOR
PLYWOOD REQ'D, TWO (2)
LAYERS OF GRADE 'Do PAPER
W/ WEEP SCREED @ BOTTOM _I!-X19TIN6 1u,
`71 ON Lr;:F7 Sll:)C
GAS I
SCALE; 1/4 =1'-O' CONNVc ON
M
4
PROVIDE l'-00 M FT, VENTILATION FOR EVERY 'CONNECTION"L'j
_24' DORMER VENTS Ty 150'-0' SQ,FT, OF ATTIC PER SECTION UBC 1505,GAS
fi I T� Co
fi
AND USE ROOF DORMER VENTS "SIMPSON' D-24 fi ! fi
OR EQUAL,
LL
AAMR, HEATER ANCHORA6C
_6 . . . . . . . . . .
...... . . . . . . WATER HEATERS SHALL BE STRAPPED OR ANCHORED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE
lu
MOTION, STRAPPING SHALL BE AT POINTS WITHIN THE UPPER AND LOWER 1/3 POINTS OF THE VERTICAL
DIMENSIONS WITH A MINIMUM 4 INCHES MAINTAINED FROM THE CONTROLS,
THIS DETAIL OR ANY OTHER STATE OF CALIFORNIA APPROVED ANCHORAGE DETAIL MAY BE USED THAT PROVIDES
EQUIVALENTA STATE F CALIFORNIA Ov R K A W
lu
INSTALLED PER THE MANUFACTURER'S LISTING, GENERALLY, PLUMBER TAPE IS NOT PERMITTED FOR ANCHORAGE
OF WATER HEATERS, REPLACEMENT WATER HEATERS SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE
CURRENT CODE INCLUDING, ANCHORAGE, P&T VALVE, COMBUSTION AIR, LOCATION, PROTECTION FROM DAMAGE C)
FROM VEHICLES, AND 18' ELEVATION ABOVE GARAGE FLOORS.
FAUX WINDOW
C0
fu
F
LL a -
STUCCO OVER EXTERIOR
PLYWOOD REWD, TWO (2)
LAYERS OF GRADE "D" PAPER
<E
<
7-
. . . .......
7 <
I'Li I t_iL_J_ _11_ 4LL ]_ P-11-11- 111-lu". Ji-i _1 -------
I Jii _11--t .111-- /7
NOTES:
L- �ALL WORK SHALL COMPLY WITH CURRENTLY ADOPTED 1997 UBC, 2000 UPC, UM 1999 NEC AND ORDINANcE
TOP OF
0 . . ...... 2xl2 PLANT -ON T
OF LOCAL COUNTYO�
....... -4 & DOOR
F_ . ....... TYP, 2,- ENCLOSED ATTICS SHALL HAVE CROSS VENTILATION WITH NET AREA OF NOT LESS THAN 1/150 OF THE ATTIC
AREA, THE OPENING SHALL BE COVERED WITH CORROSION RESISTANT METAL MESH WITH 1/4' IN OPENING
DIMENSION, THE REQUIRED VENTILATION AREA RATIO IS 1/150 OF ATTIC AREA OR 1/300 OF ATTIC AREA IF AT DRAWN
LEAST HALF OF THE VENT AREA IS PROVIDED BY VENTILATORS LOCATED MORE THAN 3 FEET ABOVE EAVES
n
VENTS PROVIDING THE REMAINING PORTION OF THE VENT AREA, OPENINGS SHALL HAVE 1/4 INCH CORROSION
PERALTA
RESISTANT METAL MESH COVERING, (1505,3) DATE
r
08/23/04
SCALE
0 R00f`ll BHEATIN6
>_ A
Ff, S, NOTED
qq- q'i.--j, STRUCTURAL II PLYWOOD SHEATHING OR JOB NO,
... . ...... APPROVED EQUAL APA RATED SHEATHING LF E S','S
62 7 5
PANEL INDEX: 32/16#
THICKNESS, 1/2' OR 15/32' SHEET
(N) UNDERFLOOR (N) VENTILATION ISQ, EXPOSURE I
L UI L
7
ACCESS 18 234�0 FOR EACH 150SQ, FT, OF B,N, loci 2 6" O'C' rri
UNDERFLOOR AREA, OPENING Air Ik
E,N, 10cl @ 6" O,C, o. C30
:XI9TINrvI,Nr SHALL HAVE 1/4 INCH m m F,N, loci @ 12" 0,C, Exp. 3-3 06
r C-L.EVA710N CORROSION RESISTANT METAL LAID 'C' FACE DOWN, FACE GRAIN
ALE1 1/4'=1'-_O' MESH COVERING, TYP, PERPENDICULAR TO JOISTS I'd{0 C
OF E) SHU-TS1
-
`
E
L :7' 1 Z71 8'
cu
EXISTING NEW
2x 3D-L
PLATE ~''
—DIRECTION OF F,J,
EXISTING
ji
(E) GARAGE
SLAB
Co
& BOTTOM,
NEW CONDITION
EXISTING CONDITION
TT40
RE'IMAIN
REMOVE (E)
(N) 2x6 FJ.
@ 16° O.C.
MIN,) C.D}C OR O.C,13, [BLOCKED]
T`L_a, W/10d NAILS @ 6^ [lC. EDGE
@ 12^ O,C. FIELD,
@ 4" [lC BOUNDBY
\/ DIRECTION OF F.J.
^--EXISTING
5/8^Ox8^ AB
CIMPCOM EPDXY TIE
ICBO#4945
LARK#25185 `
SPECIAL INSPECTION
am-
4E) FOOTING
PLYWOOD
WEEP SCREED BN
PER 2001 CBC' `\
SEC. 2506.5.
2^x6" PT SILL W/5/8`O -
x10"AB SEE PLAN 1272»
O.C. U.N.O. & MIN. EMBED,,
OF 7" IN CONCRETE
B]N. -
-2n5 STUD @ 16" OC,
16d@6^
-3x P_ P.T.D.F,
5/8^CDX T&D PLYWOOD
i
SHT'G `�/1Ud@6.10
O.C. P.I. 32/16
A35
216"O.C,
`-2x FJ.
3[E PLAN �
�
`
�
`.
=� >--1#4 TAB, .��� / F{�
v
SCALE 1/4//=11-Off (D
3/4^ CDX T&G
W/10d @ O' 61O � ' ' 4x BEAM
PJ. 32/16^
\ / 9EE PLAN
---v
SEE PLAN
00
C(N)P,T. 4x POST
SEE
EACH WAY I SEE PLAN
w.^
�
Se L6 LAN 6�
SEE FLOOR PLAN SHEET :2 OF- &I
. .
�
NDERFLOOR ACCESS CRAWL HOLE (18x24 inches) (2306,3)
x4 POST W/PHD2-3DC3 C3TB16 (OR CINPSON [T 5/8"Ox12°
x6 POST W/PHD2-3D33 SSTB16 (OR SIMPCON ET 5/8"Ox12"
x6 POST W/PHD5-SDS3 CCTB16
OONTINUOUe /
15'WIDE x 18 DEEP W/2#4 @ TOP & BOT.
1>25^WIDEx24"DEEP CONC, FOOTING W/ 1#4 T. & B.
WASHER SCHEDULE
OLT
MALLEABLE
IRON WASHER
IHEAVY PLATE WASHER
-1
STANDARD CUT
WASHER
OTB USE STANDARD CUT WASHER FOR ALL BOLTS EXCEPT
THOSE IN HOLDOWN ANCHORS AND LEDGERS
CONTRACTOR TO VERIFY EXISTING
SLAB & FOUNDATION SYSTEM IS
NO! POST TENSIONED BEFORE
!CUTTING OR DRILLING EXISTING
1SLAB DR FOUNDATION,
REVISIONS `
�IT'd3p
`
<
[/
��
.:t
.
L
0)
Ln
�
In
-
[L
0
E
LL
LL_
INDICATES SHEAR WALL TYPE, ! '
/
- INDICATES SHEAR WALL LENGTH
- 4'-0" MI0, LAP W/10-16d 3BL TOP PLATES
SPLICE TYP. U.N.O.
'
- ALL HOLDOWN HARD WARE SHALL BE SECURIED
IN PLACE PRIOR TO FOUNDATION INSPECTION
- HOLDOWN CONNECTOR, SHALL BE TIGHTENED
MUST PRIOR TO COVERLlNG WALL FRAMING ILI
SINPSON HPAHD22 or HD2A V/2-2x or 4x .
POST W/ 3STB16
- TYP.' 4^ CONCRETE SLAB W/6x6-10x1O W.W.F. OVER 2^
SAND OVER VAPOR BARRIER 6NIL. VI8QUIN. ILI
�
- MAX, A,B, SPACING 3/4° @ 4'-0^ O,C, UNLESS NOTED CD�
OTHERWISE ON SHEAR WALL SCHEDULE SEE 1/2 �
- FOUNDATION ANCHOR BOLST IN WALLS SHALL HAVE AN
APPROVED PALTE WASHER UNDER EACH NUTj AND THE IL
r� NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING `
THE WALL FRAMING. PLATE WASHER A MINIMUM OF 2' '
BY 2^ BY 3/16 INCH THICK SHALL BE USED ON EACH < 1 '
BOLT. (i886.6.1)
lNIDCATEC NEV FOUNDATION
INDICATES EXISTING FOUNDATION
ESS
.;v DRAWN
�~ ?Ivi K K DATE K
PAP FOOTIN6.
TYPE
AREA
DEPHT
REBAR
|
�
�
�SCALE
NOTEDJOB NEI.
6275
� --� /
CONSTRAINED PILE I=OUNDATION
TYPE
AREA
DEPHT
REBAR
IQ - L3-(y
|
�
� \
| ��
��
�c .. �A�cT�" .
!
'
|
REVISIONS BY
REVISED & RESUBMIF!
GF
2X4 FLAT OUTLOOK 26 GA FLASHING ROOF'G, MATERIAL OVER
32" 0,C, NOTCH 26 GA FLASHING & ,-(N)2x4 2 16" 0Z COUNTER FLASHING(i,12) 1/2"PLYWOOD OVER
COUNTER FLASHING(2112)
INTO IRST RAFT, F R-13 INSUL, 2x6 R,R. 2 16" O,C,
SHEAR PANER-\\
PER PLAN
A A35 @ 16" O,C, (SHIPLAP) 2x4 CO 2x4 BLOCK A
PLYWOOD SHTG lx6 STARTER ST22 @ ---\\x J111 ,
32" O,C, NT
.j_r LEDGER----,\, 2x SOLID BLKG
E.N.
r j, W/16cl@8,1 O,C, T
!==: � �BOARD
rw:; I R-19 FLOOR 0 z
INSUL, TYP, MIN, 40# BLK& ALT A35
2x4 BLOCK 2x4 CONT,
A
"t" SIMPSON ST2115
B,N, ASTM FELI @ 32" O,C.
LEDGER _�l /r--E,N, TYP.
. t_# - -n _ STRAP W/10, 16d N,
N
4'-0" O,C, N
P k rvvv
2x RIDGE BM, LLJ
1601 8'0,C,l
BN 2xR,R, A At
-MINT 40# 2
ASTM FELT ttvji; 4,EE PLAN
U w Jim."
0 , 'f 1, 1, '_
U-)
2xRR 2x F,J, SEE PLAN
�23 1/2' DRYWALL OVER
W/U212 HANGER 'V-,
2x4 CONTIl , 1 1; "1 1 m (7�
_'�' _f � EN
r
B,N
km
BLKG 2 X R/R W/5-16d DNA, R30 INSUL
W/16d 8� O.C.
CD C0
at rr 35
ME
'DBL TOP ft
2x12 12# O,C,
ALTtUSE A35
F`
2x R,R, PER P DBL, TOP PLATE
160 O,C, LAN
< Oj
0 CO
SHEAR WALL WHERE -l'.,,�(E)2x4 @ 16'y 0Z CIO
SHEAR WALL \-STUDS OR BEAM
4->
WHERE OCCURS 2x F,J OCCURS (SEE FRAMING SEE PLAN (7)
PLAN) & SHEAR SCHEDULE
2x C'J' EXTERIO R SEE PLAN R-A
I FINISH
tt SEE PLAN 14 -4
OF 2
I I \--2x6 RAFTER TIE 1/2� DRYWALL OVER
DBL Trip 2x BLOCK
j
'R.
2-2x BKG,j 321, O'C' 2x4 STUDS @ 16' O,C,
"N, W/R13 INSULATION
TYP' X
X X
L
BEAM "4- w 0 x
SEE PLAN Lei >
FOR MORE INFO Ln CL 1"_
SEE DETIAL 9/- --
D-ETAIL 06 DETAIL 05 DETAIL 04 DETAIL 03 DETAIL 02 DETAIL �01
1/2"PLYWOOD SHTG,
Scl@6%12" O,C,
2x R,R,
SEE PLAN
Rx4 STUD
TYP,
8d@4"O,C,- 16' Z_
BOUNDARY
2x12 Fj,
@ 12" 0,C, r2xl2 F,J, 4x4HDR
12# O,C, 2x BLK'G,
F- — — — — —
E,N,
k fill
SIMP, `A35' I 1� 11 11 5! �' I i
Ivi .1
SHEAR WALL WHERE @ 24" O,C,
94A
OCCURS (SEE FRAMING U.N.0, BY MFR, Mun
PLAN) & SHEAR SCHEDULE
Li
I OF 2— LD
DBL, TOP PLATE _.4xkHaR_ 4 -- - - - - - - - - A4.EDL
Cz
X 77F
X x
cu Flo
f�<02x4 STUD u
16" O,C,
x4
J ill
x
ku
x4HD -i
__5 ci C,J'
(i m @16" UC,
FOR MORE INFO x 4x4
x �e V_ x K�P,
SEE DETIAL 1/- W 0j 4xlOH R -------OUTLINE OF
�44 TDrE- <A
aL<a RIDGE \ 4> EXTERIOR WALL
SHEAR TRANSFER 09 DETAIL 08 UALIF, FRMA'G(PLAN VIE /1 41, K.P, Z
IP EDGE OF
W) FO 7
Cu C3 lIxt ROOF OVERHANG
n; ri \4x
'o � KP�
x �2
ku cw -- - - - - - - - -
A35 16# O,C, Ld
RF, SHT'G, @
U,N,O� CALIF, FRAM'&
2 x SLEEPER (SEE PLAN) Q� Z
E,N, Y.
00
W/3-16d PER BLK,
& 2-16d PER RAFTER RF, SHT'G x
_J,4 R,R, R,R�
2X CALIF, FRAM
RIDGE 2 fv O.0
BOARD
2 X R/R —2XBLK'G
L �A_
OR TRUSS 48' O,C, 4x6FDR - - - -
2 X R/R U,N,O,
2x HIP 2X STUDS
ANGLE
SEE PLAN 2 X R/R
88L
T/C V
EA,SIDE 216#
NAILER W/ 16"@ 6' O,C,
X MAIN
TYP, HRC INSTALLATION 2 ' CONT, L B,N, R OR X WALL SHTG,
ON END OF RIDGE R/
TRUSS
E,N, 2X6
EXTEND RF, T/C Pxr. R,R
_'� @16�
SHT'G, TO WALL RF, SHTG, @16" O,C, cl� 4x
LP "I A35 2 16" 0,C, KING POST el
U,NZ
x
x
2 X BLKG, 2 X STUDS 00
x
@ 16" O,C, L 0i i j l j
DBL, TOP PLATE
WALL SHT'G
NOIE,
IN LIEU OF 2x BLOCKING, NAIL Px
4xlOHDR
SHAPED W/2-16d EACH RAFTER
lu
12 CALIF. FRAM'G I DETAIL
DETAIL 10 S
Li
Ld L5 lu
LL.
x < cu CD
"o OJ
x
cu 2x8 RIDGE v
t- tu
0� u
V 2x8 C,J, rl� H STRUCTURAL II PLYWOOD SHEATHING OR ED U
10 k l APPROVED EQUAL APA RATED SHEATHING LL_
10# @16" O,C, x "o 11 SM PANEL INDEX, 32/16r < Z_
cu OJ <r
2-2xl2 FJs 11 THICKNESS, 1/2" OR 15/32' <
PLYWOOD DOD PLYWOOD 7EXPOSURE I
3/4" PLYW
TREAD & RISER TREAD RIS B,N, 1001 @ 61, O,C, < 0
ER
' Lo E,N, 10d @ 6; O,C, rya
A
F,N, 10d @ 12' O,C, <
WOOD BASE Ld
LAID "C' FACE DOWN, FACE GRAIN
BOARD co PERPENDICULAR TO JOISTS
X 3-2x14 STRINGERS x
--I <
"j
6 R, x R 6 x 6
6,'O,C. @ 4� 6 111 Z @16"
FOR SHEARViALI_ SCHEDULLM
Oil yam.Z DRAWN 4_x [SEE! FLOOR PLAN SHEET 2 OF
S I D E PERALTF-1
- - - - - - - - - - - - - - A35 EA 5/8' TYPE 'X' GYP, BD,
DATE
-/`Q0OF DIAPHRAGM 'C X�
4!'E DR OMR 0,S,B,) NBLOCKED 08/23/04
ROOF
2
/ed NAILS r O,C, EDGE, SCALE
\e"- 2' O,C, FIELD,
AS NOTED
\-SIMP THA218 @ EX 2xPT PLATE W/SHOT @ I ,
4 0,C, BOUNDRY
H 3 1/2' CONC� SLAB
STRINGER PINS @ 16"O,C, TO CONC, JOB NO,
"\_5/8" TYPE 'Xa GYP, BD. SLAB HILTI X-DNI 62 P8 E S 6275
2 1/2' LONG <ICBO #1290) lq?
lo METAL WASHERS SHEET
ROOF 7RAY I N6 PLAN
ll3-2x14 STRINGERS SCALE 1/4// /-0//
Pl� =1 (D
%
STRINGER ......... No. ('30
IV,
177
ilk
Ty
Exp. 3-31-06 5
dw
DETAIL 15 DETAIL 14 DETAIL 13 1 c i OF SHEET:
EXTEROIR CONDITION
-5-#4 DOWELS 3/V0 INTERIOP, CONPITION
x8' HOLES FOR #4xl6� 5/95" OR �3/4" DIA.
DOWELS . .....
A50-7, ALL. -THREAD ROD
SIMF50N "SET" EPDXY -TIE
7,q i ADHESIVE. (10130
E -527q, LA RR-252*7q).
`--TS 6x4x1/4
-------------
MIN 7" MINT'
FCC PAST COLD' PAST COLD
pi I
p"i 'JOINT(AHERE JOINT(lNHERFE
TS 6x4x1/4 5-#4 DOWELS 3/4`0 0 Z. c- ---s SHEAR WALL
x8" HOLES FOR #4x16' A
OCCURS) OCCURS)
7DOWELS CCO-7 1/8 W/ WHERE OCCURS
6-13/16'0 HOLES
2x4 STUD (E)CONC, SLAB FOR 3/4'0 BOLTS F,J, SEE PLAN
16' O,C,
2x6 Fj 2x4 STUD
16# O,C, W/U26-\ B, 7 11 1/4 LVL L 2x12 FOR
16, O�C, 5/e�` OR .mil/"i'
WOOD STAIRS +
A507, ALL -THREAT) ROD IN/
SIMPSON "5ET" EFOX-I`-TIE
C 0 4'0 MAX, APHE51VE, (1050
v, 4-4- C) 2X12 F.J, FR-527q, LA RR-252-71�).
0
------ rn ---- NOTE
4! 0 �D
PROVIDE A GUARDRAIL FOR ALL UNENCLOSED FLOOR AND ROOF
� xm
OPENINGS, BALCONIES PORCHES, WHICH ARE MORE THAN 30' ABOVE
GRADE OR FLOOR BELOW, MIN, HEIGHTI 42� FOR NONRESIDENTIAL,
W/l/2'0 T,B, @ 24' O,C,
\-3-2xl2 F,J, BOLTED
36" FOR RESIDENTIAL, INTERMEDIATE RAILS SHALL BE SPACED
STAGGERED > SO A 4' SPHERE CANNOT PASS THROUGH, a> PROVIDE CONTINUOUS MIN' I. ANCHORS MUST aF UNP15TUR5EP MIN
FOR 4,5 HR5 AFTFR IN5TALI-ATION.
HANDRAIL FOR STAIRWAYS WITH 2 OR MORE RISERS, 4 OR MORE '711 2. CONTACT FN51NEER VHFN AT TIME
Li OF CON5TRUCTION THE TEMPERATURE
RISERS IN DWELLING UNITS AND GROUP M OCCUPANCIES,
NOT 5ET�%:N 45 4,4 110 F.
u- Z REOUIRF
^`Px BLOCKING b) HANDRAIL SHALL BE 34 TO 38 INCHES ABOVE THE NOSING OF 5. 5PErlAl- 5PECTION 15
u- UNDER THE WALL D.
+1 ,11\--TS 6x4x1/4 TREADS. c) HANDRAIL SHALL BE CONTINUOUS THE FULL LENGTH 4, I/FPlr--, MIN, CLEARANCE TO TENDONS
tM /vOT-6- a a I CA4",01,1 OF THE STAIRS AND, EXCEPT FOR PRIVATE STAIRWAYS, AT LEAST AITH F05T-TEN510N F-NCINFF-R. (INHERE
zM,
L RUN i .-
3 ONE HANDRAIL SHALL EXTEND IN THE DIRECTION OF THE STAIR N 5. IN, OF FXISTIN6 CONC. 2 $
NOT LESS THAN 12' BEYOND THE TOP AND BOTTOM RISER, 6. REPLACE A.B.'r, AITH A 5AMF PIAME411,
i ON A ONE-TO-ONE 5A515.
30' DIA, d) RETURN HANDRAIL TO NEWEL POST OR WALL, - - ----- . ..... --1--/ -T. A3. = ANCHOR BOLT.
OR SQ,
--- 702 RETROFIT FOR MISSED AR 5/e//)3/4"DIA,
DETAIL 06 DE-T--A----IL 105 DETAIL f 04 DETAIL 03 DETAIL
5EC71 ON
S C ALE{ 1-1-4, = 1, - 0
RIM
JOIST
2-2-x I
PLATE
NEW ROOF 1/2' CDX PYWOOD SHT'G,
PANEL INDEX 32/16, NAIL W1801 @ 6', 12" O,C�
2x RIDGE PER PLAN //—ASPHALT SHINGLE ROOF MATCH WITH EXISTING
�2x R,R. SEE PLAN
A,
T ROOF
lc,
+LLS
-- R
�MW4"6111 1 160111'% 1 = )
SCALE; 1/4'=17=-G��[
1/2' CDX PLYWOOD SHEATH'G,
PANEL INDEX 32/16, NAIL
2x RIDGE W/8cl @ 4', 6' & 12" O,C, (TYP,)
SEE PLAN ROOF 235# COMP,
SHINGLES #15 FELT ROOF
(N)MASTER BEDROOM
3-2x F,J,
SEE PLAN
c 2x Rk
A Z
SEE PLAN 12
2x FJ. SEE PLAN
C
ID8 941 LS, 0- C
w C)
1
(v 1- v. C. l5vtomy
(E)GARAGE
,2x C,J, @ 16"O'C
SEE PLAN
WALKING CLOSET
2x F,J,
SEE PLAN
R-19 FLOOR-
INSUL, TYP,
4
4
EXISTING NEW
F-2x RIDGE
SEE PLAN SEE PLAN
2x R,R, @
SEE PLAN
2x C,J, @ 16"O,C,
SEE PLAN
(N)BEDROOM 5
2x F,J,
SEE PLAN
(N)FAMILY ROOM
4x BEAM
SEE PLAN
"r�-2xx FIJ,
SEE PLAN :2
co
SECTION
SCALE: 1/4"l'—O
No. C30450
Exp, 3-31-06,
11 y
REVISIONS J13'
10-10- 005
V-1
LLJ
r::21
Li
Ln
CD
Oj r-, r-
co (n
Ln u-
ON 0,
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<
Lv-
4 N 0 x
Lj
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CL
n D� CL L,
VON
OL
Z
tu
CD
lu
Lj
<1
r-
I---
-7
DRAWN
PERALTA
DATE
08/23/04
1-1 1-5 1 N Li I L- 1)
JOB NO,
6275
SHEET
OF S H E E.T 5'
�x�*v�m�H
Xp
/
2x6 RAIL 4x4 POST
''~
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME
DATE
Guadalupe Ahumada Residence Addition 10125/2005
SYSTEM NAME
FLOOR AREA
HVAC Loads cA Addition 1,756
JN21NEE RIN2CUEGK§
I=L
Number of S�rstems
COIL
COOLING PEAKS
i�COIL HTG. P�
1 Heating Sy$tem
GFM1Sensibt
Total Room Loads 7
Return Vented Lighting
Latent
CFM { Senatble,
output par System
18,60581
0
_ j
367 15,803
Total output (Stuh)
Output {Btuhisgft}
Return Air Ducts
; Return Fan
( Ventilation
€ Supply Fan
Supply Air Ducts
I TOTAL SYSTEM LOAD
925
790
�� �a I
0j
790
817 ! 17 3e4
Coolie System
0j^
output per system
Total Output (Stub)
Total Output (Tons)
925
_
Total output (Btuhlsgft)
20,35d
I I TOW Output (sgfltron)
I
Air System
V l
CFM per System
Airflow (chn)
_
Airflow (cfmdsgft)
_
Total Adjusted System Outpu - I
Airflow (cfm/Ton)
Outside Air (%)
(Adjusted for Peak Design CondStions)
TIME OF SYSTEM PEAK �Au 2 m� Jan 12 am1
Outside Air (cfm/sgft)
Note: values above given at AM conditions
EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak
33.0OF X00F 110.00F
Supply Air Ducts I
I Outside Air
0 c 1m,
Heating Coil 110.001'
R MS,
{
7a.0OF
70.0OF
Return Air Ducts i
DOLING SYSTEM PSYCHROMETRICS Airstream Tem er tunes at Time of Coolie Peak
90.2/69.5OF
78.0/61.90F 55.0153.5OF
Supply Air Ducts
Outside Air
0 Oct
Cooling Coil 55.0/ 53.5 OF
40.6% R.H. ROOMS!
78.0/62.1OF
78.0/6ZIOF 1
Return Air Ducts
EnergyPro 3.1 By EnergySoft
User Number. 4749 Job Numbar: 02409-E+AR2 Paged9 of 21
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME
DATE
Guadalupe Ahumada Residence Addition 10/25/2005
SYSTEM NAME
FLOOR AREA
HVAC Loads Existing
892
ENGIIIECRINg 0ECKJ
5MM LO
Number of Systems
;
{ COIL COOLING PEAKS COIL HTG. P
Heating System
CFM I Sensible Latent ] CFM Sensibiei
Total Room Loads 686 16,974I 70q 690 29,667
Return Vented Lighting j 01
Return Air Ducts i 8491 1,483
Return Fan j01; a
Output per system
Total Otdm (Bath)
output (Btutdsgft)
Cooling System
output per system
Ventilation 1 01 i(ll L-0 0
1 Supply Fan a
Supply Air Ducts IL 849] 148 it
TOTAL SYSTEM LOAD
i -
1 Total output (Stub)
Total Output (Torts)
Toted output (Blum/sgft)
IL Tout Output mWon)
AirSystem
I
H E 1 SELECTION
CFM per system
i
T otal Adjusted System Outpuli
(-Airflow (cfm)
I Airflow (cfmisgft)
I A[rtiow (cfmlTon)
;
Outside Air
e
( (Adjusted for Peak Design Condltions) '
4 TIME OF SYSTEM PEAK ( Aug 2 pm Jan 12 arm.
1 __
Outside Air (afmtsgft)
Note: values above given at ARL conditions
EATING SYSTEM PSYCHROMETRiCS Airstream
Temperatures at Time of Heath Peak
33.0OF 70.00F 1%0OF
Supply Air Ducts
Outside Air
0'
Heating Coil 110.00F
70,0 OF
70.0 OF
Return Air Ducts
DOLING SYSTEM PSYCHROMETRICS Airstream TerriggLatures at Time of Cooling Peak71
90.2/69.5OF
I
78.0/61.90F 6&0/53.50F
Supply Air Ducts
Outside Air
0 cfrin
Cooking Coll W.0153.5 OF
40.6°k R.H. i ROB-..-._OillllS
78A/ 62A OF
78.0162.1 OF
Return Air Ducts
Enewft 3.1 By EnewSoft User Number: 4749 Job Number: 02409-E+AR2 Page:18 of 21
{ ZONE NAME ROOM NAME Mull.
First Floor
ROOM
CFM
COOLING K COIL COOLING PEAK
SENSIBLE LATENT CFM S S LATENT
COIL
CFM
HTG. PEAK 1
SENSIBLE
I First Floor 1
270
6669 336 270 6
6�33
139
59801
2nd Floor
2nd Floor
1
479
11,837 ( 480 4781 t1,8371 4iW
228
9,823.
�f
j
Ij_
a_�. i
i✓--
i
s,
l
' ! I
I
i
I
s
I-
L�
j �
i
I
PAGE TOTAL 1$505� 817
367
15,M331
E 367
15,8031
��748;
TOTAL 1- _._ 7.48 18,_5�817
EnergyPro3.1 By Ene%ySoft User Numter:4749 Job Number.02409-E+AR2 Fage21 of 21
ROOM LOAD SUMMARY
R M COOLING PEAK
N PEAK
COIL G. PEAK
ZONE NAM
ROOM NAME
Mutt.
CFM
_
SENSIBLE LATENT
--
-COILCOOL
CFM
SENSIBLE` LATENT
C CFM
SENSIBLE j
1st Floor Existin
1st Floor Existing
1
686 i
(-
16 9741 705
6W
169741 705
89(i
29 W7
j
I,
jl
1�
1
I
i
�
�
--
- i'
-
---
--4--
I
I-
-
:
1
PAGE TOTAL
1 TOTAL
6w
66,974477
M
2%W7
(F
6W
( 16,974 11111111111111111 706
i90
29,667
EnergyPro3,1 By Energy5oft User Number4749 Job Number,02409-E+AR2 Page20 of 21l
Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1 R
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Rem marked with an
asterisk (`) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated Into
the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures
whe8herthey are doom elsewhere In the documentsor on this checklist only.
DESCRIPTION Instructions: Check or initial applicable boxes or enter NiA If not applicab
Its, DESIGNER
ENFORCEMENT
Building Envelope Measures
` 150(a): MlramumR-19caftinsulation. R-30
Comoliance
Feature
d50(b}: Loose fill Insulation manufacWrer's labeled R-Value.
-
®}16%o): Minimum R-13 watt insulation in wood framed wells or equivalent U-value in metal frame waits (does
rot apply to exterior mass welts).
150(d): Minimum R-13 raised floor insulation in framed floors or equivalent R - 3 0
Comolianice
Feature
j 150(i}: Stab edge Insulation - water absorption tote no greater than 0.3%, water vapor transmission rate no
`
greater than 2.0 permtinds.
_
�+ 118: insulation .periled or Irrstaitod masts Insulation quality standards. Indioate type and form.
116-17: Fenestration Products, Exterior Doors and Inflitration/Exfiihaticn Controls
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except gold fabricated) have label with certified u-Factor, oerfified Solar Heat Gain
Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weathershtpped; all joints and penetrations hulked and sealed.
C 150(g): vapor barters mandatory In Climate Zones 14 and 16 only.
1Wi}: Special Infiltration barrier Installed to comply with Section 151 meets Commission quality standards.
!
�❑
T -
l lWe): installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -bust fireplaces have:
a. Closeable metal or glass door
b. Outside air Intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
Space Conditioning, Water Heating and Plumbing System Measuri
is
110.13: HVAC equipment, water beaters, showerheads and faucets certified by the Commission.
�j 150(h): Heating and/or cooling kinds calculated in accordance with ASHRAE, SMACNA or ACCA.
® 150(1): Setback thermostat on at applicable heeling and/or cooling systems.
LX � IWO): Pipe and Tank Insulaton
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
Insulation having an installed thermal resistance of R-12 or greater.
2. Fist 5 fast of p'hpes closest to water heater tank, non-recirculefing systems, insulated (R4 or greater)
3. Back-up tanks for solar system, unfired storage tanks, or other Indirect hot water tanks have R-12 external
insulation or R-16 combined IMemal/extemal insulation.
4. All buried or exposed piping insulated In recirculating sections of hot water systems.
1
5. Cooling system piping below 56 degrees F. insulated.
S. Piping Insulating between heating source and Indiirect hot water tank.
L
EnergyPro3.1 BY EnergySoft User Number.4749 Job NumberO2409•E+AR2
F 8 of 21
Mandatory Measures Checklist: Residential (Page 2 of 2) MF-1 R
NOTE: Lowrise residentat buildings Subject to the standards must contain these measures regardless of the compliance approach used. Items marked with an
asterisk (`) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist Is Incorporated into
the permit documents, the features noted abet be considered by all parties as minimum component performance specifications for the mandatory measures
whether trey are shown elsewhere in the documents or on this checklist only.
DESCRIPTION instructions: Check or initial applicable boxes or enter NIA N not applicable.
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
t%:J - lWm): Ducts and Fans
1. At ducts and plenums Insetted, seated and insulated to meet the requirements of the 1998 CMC Sections 601,
603,604 and Standard 6.3; duce Insulated to a minimum Insta0ad level of R4.2 or enclosed entirely In
condRkmed space. Openings shall be seated with r asflc, tape, aerosol sealant, or other duct -closure system
that meets the applicable requirements of UL181, ULd81A, or U1.181S. R mastic or tape is used to seal openings
Wester than 1/4 inch, the combination of mastic and either mash or tape shall be used. Building cavities shall not
be used for conveying conditioned air, Joints and seams of duct systems and their components shall not be
1 seated with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and
drawbands.
2. Building cavities, support platforms for art handlers, and plenums defined or oonsbucted with materials other
i
than sealed sheat meal, duct board or flexible duct shall not be used for comaying conditioned air. Building
I cavities and support platforms may contain ducts. Ducts installed In cavities and support platforms shall not be
I compressed to cause reductions In the a-eac#tonal area of the duds.
3. Jokms and seams of duct systems and their components shall not be seated with cloth beds rubber adhesive
dud tapes unless such a tape Is used in combination with mastic and drawbands.
4. Exhaust fen systems have back draft or automatic dampers.
j
5. Gravity verdtaton systems serving conditioned space have efthemufamatic or readily accessible, manually
oparated dampers.
1
6. Protection of insulation. Insulator" shall be protected from damage, Including that due to sunlight, moisture,
j
equipment maintenance, and wind but not limited to the following: Insulation exposed to weather stall be suitable
for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular roam
{
Insulation shall be protected as above or painted with a coating that Is water retardant and provides shielding
1
from solar radiation that can cause degradation of the material.
I
114: Pool and Spa Heating Systems and Equipment
1. Certted with 78°k thermal atRdency, on -off switch, weatherproof operating Instructions, no electric resistance
1 heating, and no pilot.
2. System Is installed with at least 36' of pipe between Star and heater for future solar, cover for outdoor pools or
Vag.
a. At least W of pipe between Star and heater for future solar hsating.
b. Cover for outdoor pools or outdoor apas.
3. Pod system has directional inlets and a circulation pump time switch.
i
X116: Gas fired central furnaces, pool heaters, spe heaters or household cooking appliances hews no
continuously burning pilot light. (Exception: Non.eisorical cooking appliances with pilot < 150 BWfir)
El
r--
118 (f): Coot Roof material meet specified criteria
htin Measures
!
I
iLi
_ 150(k)1: Luminaires for general lighting In kitchens shall have lamps with an efficacy 40lumenalwatt or greater for
general fighting in kitchans. This general lighting shall be controlled by a switch on a readily accessible fighting
control panel at an entrance to the kitchen.
`
150(k)2: Rooms with a shower or bathtub must have el6ar at least one luminalre with lamps with an efficacy of
40 lumens/watt or greater switched at the entrance to the room or one of the attemeWs to this requirement
allowed In Section 150(k)2.; and recessed calling fixtures are IC (Insulation cover) approved.
I
3.1 BY EnergySott Usar Number: 4749 Jnb Number 0240if"E+AR2 Page:7 of 21
CBC [310,111 HEATING
DWELLING UNITS, GUEST ROOMS AND CONGREGATE SHALL BE
OROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING
A ROOM TEMPETURE OF 70' (21-C) AT A POINT 3
FEET(914MM)ABOVE THE FLOOR IN HABITABLE ROOMS.
TITLE 24 ADDITIONAL COMPLIANCE FEATURES REF; CF-1 R
PAGE 4 OF 21 SEE REMARKS.
QUALITY CONSTRUCTION:
DUCT LEAKAGE BENCHMARK TO BE EQUAL TO OR LESS THAN
6% OF FAN AIRFLOW.
FORCED - AIR UNIT
Certificate of Compliance: Residential (Part 1 of 2) CF-1 R
Gu acdtall pe Ahumada Residence Addition Date 10/25/2005
216 E Standford Street Santa Ana
Project Address { Building Permit #
Energy Impacts (714) 871-8197 Plan Check IDate
Documentation Author Telephone Field Check ! Data
Computer Performance 8 J
GENERAL INFORMATION
Total Conditioned Floor Area: 2.64a ft2 Average Ceiling Height: 8.0 it
Total Conditioned Stab Area: -S�ft2
Building Type:
(check one or more)
k! Single Family Detached ❑ Addition
C Single Family Attached ❑ Existing Building
Mufti -Family ® Existing Plus Addition
Front Orientation- (East) 90 deg Floor Construction Type: Stab Floor
Number of Dwelling Units: 1.00
Number of Stories: 2 Raised Floor
Canst.
fauit Floor Prior To 1991
-1
or Floor i Over Crawlsoac , (wiR-6 Cmditl
Default Wall Prior to 1978
._. WaQd
0,365
Exterior Wall
Wood Door
Nate
0.387
Extort -floor
Defauft Roof Prior to 1978
Wood
0.047
Exterior Roof
t219 Floor fF.19.2x8.16�
Wood
0.038
Exterior Floor / Over Crawispace (w/R-6 Credit)
RR13 Wall (W.13.2x4.16)
Wood
0.068
Exterior Wall
R &8 Roof{R.30.2x4.24)
Wood
0.031
Exterior Roof
FENESTRATION $hadina Devices
Type Orientation
Area
Fenestration Exterior
Overhang Side Fins
SF -
Shadin
Yes ! Nc Yes / No
front Mean44A
❑ I-Xt' ❑ Y
l (South)
490 0.99
a.74 lug Screen
❑ XJ 01 ❑x
Rohl (North)
Buo Screen
����
.- 72 rt a.� ,.,_.._._
a�$6.....�,.,S B��«ems
❑ 9 ❑ F
59.0 Q.Bf�-_.8
_ 0.61-- Sup Screen
❑ 9 ❑ XI-.1
MOM (North)
920 __.�t,SQ
a.65 Bua Screen
❑ ® ❑ X1
FroOL fEa t
48,0 a.QQ._
0.65 Bug Screen
❑ XC} ❑ �X,
❑ ❑ ❑ ❑
--
❑ ❑ ❑ ❑
❑ ❑ ❑
❑❑ ❑❑
Run initiation Timor 10126105
09.01 ¢;2Run Code* 11302560112
ErygyPP03,1 By EnemvSoft
User Number.4749
Job Number., a2409 E+AR2
Pag.0 of 21
Certificate of Compliance: Residential (Part 2 of 2) CF-1 R
Guadalupe Ahumada Reside�tce Addition 10/25/2005
ectntle Date
HVAC SYSTEMS Note: Input Hydronic or Combined Hydronle data under water Heating Systems, except Design Heatt og (and.
Healing E ui ment Minimum Distribution
Type (furnace heat Effideney Type
Ductor
Thermostat Location J
pump, etc.) AF( UEIHSPF ducts, attic, etc. R-Vatue Type Comments
Cooling Equipment
Type (air conditioner,
heat pump, evap, coc
Duct Thermostat Location !
R-Value TvDe Comments
WATER HEATING SYSTEMS
Rated 1
Tank Energy Facts 1
External
Water Heater Water Heater Distribution
# In Input
Cap. or Recovery Standby
Tank Insul.
System Name Type Type
Syst, Bfu hr
(gal) Efficiency Loss ( a)
R-Value
St$ and si�or t ea$ jSmajt„Caen._._... Standard.-
I 40anO
_5S}_ 0s2_ n/a
A2-
1 For small gas storage (rated inputs of less than or equal to 75,000 Stuthr), elsotrie resistance and teat pump water heaters, list energy facto.
For large gas storage water heaters (rated input of greater than 75,000 Btuflhr), list Rated Input, Recovery Eftdency and Standby Loss.
For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency.
ref; MF-1 R Section 160 h-i Title 24 Section 10.103 certification - enforcement CBC 310.11 Rev 1 10-12-05 Rev 2 10-25
s submittal pre 10-1-05
This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts i and 6 of the
California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with
overall design responsibidty. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certticaiion
and field verification by an approved HERS rater.
Designer or Owner (per Business & Professions Cade) Documentation Author
Name: Name: Chasdcntc
Title/Firm: Peralta's Drafting Design Title/Firm: Eany Impacts -
Address: 5947 Tyler Street Address: 1015 E. chaDman Ave.. #205
_River ide CA 925503 Fullerton CA 92831
Teiephpne:951687 8975 Telephone: t7141 a71.81 , r r
GA
(sit titre) (date) (signature) C T FIED ENEiROI-OM38
G ANALYST (date)
En rcement Agency p
Name: K 7 0. 06 -ps
Title/Firm: _ R 01-01.269
Address:
1ErnravPro3.1 By EnemvSoft User Number4749 Job Number02409-E+AR2 PawA of 21
CERTIFICATE OF COMPLIANCE
FURNACE ROOM PASSAGEWAY MIN. 24 WIDE CMC 903.0
WORK SPACE 30" DEEP TO HEIGHT OF UNIT OR MIN. 30"
CMC903.0
TOTAL SPACE MUST BE 12" WIDER THAN FURNACE CMC
904.1
COMBUSTIN CHAMBER 6" MIN. TO CLOSED DOOR CMC
904.7
RETURN > 10' MIN. FROM COMBUSTION. CMC 906.6.6X
RECEPTACLE REQUIRED WITHIN 25 CMC 309.0
ATTIC
ACESS 22%30"( OR DIMENSION OF APPLIANCE) CMC
90&0
MAX DISTANCE FROM OPENING 20' CMC 908.0
SOLID FLOOR ( PLATFORM ) FROM ACESS DOOR MIN. 24"
WiDE CMG 908.0
MIN. 30" DEEP PLATFORM IN FRONT OF FIREBOXUPRIGHT
FURNACE REQUIRES 5FT HEADROOM CMC908.0
LIGHTING OUTLET SWITCHED AT ACESS DOOR NEAT * UNIT
CMC 908
COMBUSTION AIR
DUCTS MiN. CROSS SECTION DIM. 3" UMC 704.1.2
NO DAMPERS IN COMBUSTION AIR DUCTS UMC 704.2
RETURN +> 10' MIN. FROM COMBUSTION CMC 906.6.5X
SCREENED ( EXCEPT IN ATTI ) WITH Y4"MESH CMC 702.3
SCREENS PROHIBITED IN DUCT TO ATTIC CMC 704.3
MIN, VENT AREA 1SQ. IN./4,0008tu/hr. ea. OPENING
SLEEVED TO 6" ABOVE JOISTS 26GA
TERMINATION CLEARANCES
"B" VENTS
2' FT
ABOVE
ROOF CMC 806.5
2' FT
ABOVE
VERTICLE SURFACE WITHIN 8' CMC 806.4
2' FT
ABOVE
ANYTHING WITHIN 10'FT CMC 806.5
IN I Oq let a_ a dT�
CONSULTANT
SITE LOCATION
OWNER
1016 E. Chapman Ave Suite 205
Fullerton, CA 92831
Phone (714)-871-8197 Fax (714)-871-1156
E.Mail Address EnergyiQpacbeilmet
Peralta's Drafting Design
5947 Tyler Street
Riverside, CA 92503
951.687-8975
216 E. Standford Street
Santa. Ana, GA
Guadalupe Ahumada
Residence Addition
216 E. Standford Street
Santa Ana, GA
E ND
12 \ Plan Revision corrections
Plan Revision corrections
CAD DWG FILE. T : 24-PRMEMSDO
DRAWN BY: El
CHK'D BY: cv
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