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NROJAS RESIDENCE
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.-PROPOSED.. 1ST -STORY ADDITION
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CUTTING, NOTCHING AND BORING OF STUDS
Width
MAXIMUM SIZES AS FOLLOWS:
Bored i>a ts-Mlatnirnum size hole. 40%of width
�,..,
2 x 4 -1.4" (lsts') dia. hale
2 x 6 - 2.2" (71"I dia. hale
514 min.
t3ored holes In double studs --Maximum size twls In
edge
cllslanCe
Qouble studs--60% a1 width. No more than two adjoining
doutito studs to be bored.
Stud
*
2 x 4.2.1" (2i1re') dia. thole
2 x 6 - 3,,T (35t:s-) dia. hole
EXTERIOR WALLS
Notches__Maximum depth. 25% of width
AND BEARING tIVALl.S
2 x 4 -.Or (7161 deep notch
2 x 6 -1.3r (1 W) dwap itotcte
width
Sored holere.-Maximum size hale. 60% of width
2 x 4.2.1` (21W) di&. hate
2 x 6 - 3.3" (34ee) 014. hole
*GIs min.
Notche&-TMwcinmm depth, 40% of width
edge
2 x 4.1.4' (1 WO deep rwich
dlStftt►re
2 x 6 - 2.24 (2W%4) deep notch
Stud
*Portion of stud remaining at A00103 Of holes shalt) #net sound
wood without excessive stfength feducing properties such as
INTERIOR NONS ERRING
knots, tx eaits. spats. excessive slops Ol grain. etc.
WALLS
z FLOOR JOISTS 2 x SOLID BLOCKING (EXCEPT
WHERE ENDS OF JOISTS
z
ARE NAILED TO HOER. BAND
OR RIM.4W; T OR 70 AN Ai).itJlNiNt3
MEANS)
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STUD OR BY OTHI=R APPROVED
"x
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NOTCHES NOT PERMITTED
WITHIN MIODLE
NOTCHES WITHIN
THIRD OF SPAN,
BUT BORED BOLES
BORED HOLES ALSO
its SPAN EACH END
ARE PERMITTED:
PERMITTED
Section
Figure 17-4
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.__.. ..... . T}.�. (F (ram tt!! �� F�7��''� /,I"/7�/j!!!y'j�}r�;y�J {►JA1jn[,}�1+�k j�{.�y� �j f�'J'y"' {�j�{�' �'I''} tF f�jy�+�A�{"��� ��}r� (/'/y��'�
[_� *-°"' �Y M M T I VV ! f! t f e W t� NCA f! CULT./ C � t 'V i Vt M +
NAILING S Taste �3-tt-E3-1 uBC.
GENERAL NOTES CONNECTION lON NAILJNG A POO hti 'MM (T 70 F ( 210 ArA POI�I�" � ftf � 914MM)
NOT APi'L�CAB�E �C}R TILE Rt3�i� 3-8d POOV1 FLO IN f�. KVIT"M� �'OOM5+
I. JOIST TO SILT OR GIRDER, TOE NAIL 2_gd
1. ALL CONSTRUCTION ANO flUALITY OF MATERIALS SHAH CONFORM TO THE 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d
3_ 1 x6 SUBFLOOR 7c7 JfltST, FAC>~ NAit 3-8d
C- 4. WIDER THAN tx6 SUBFLOOR TO JOIST. FACE NAIL 2-16d
7---"ALL qjj� MATERIAL FROM FOOTING EXCAVATION TO 8E REMOVED AND SHOULD 5. 2 INCHES SUBFLOOR OR iflIST OR BLOCKING. FACE NAIL 16d fe16"u.C.
NOT 9E USED UNDER THE SLAB ON GRADE. 6. 5t3Li PLATE TO JOIST OR BLKG.. FACE NAIL
SOLE PLATE TO JOIST OR t3LKG. 0BRACED WALLPANELS 3- I6dOI2-16d � j }- ' f
3. ANCHOR SOUS. DOWELS. INSERTS, ETC_, SHALL BE SECURELY TIED IN 87. TOP . STUT}PLATE: TO T E STUD.
END NAIL N IL d- Sd� t3ENAl1S OR 2-16d. END NAIL I WW CON5'RUCTI5MOKeMt CTt,-1 5 5H&L M V �
PLACE PRIOR TO POURING CONCRETE. 16d 024 a_c. �y { �} �}� G �}�'} { {} �iy j l�At !
9. DOUBLE: STUDS. FACE NAIL_ 16d Q16"o.C. IMAR POW 5t.1t.K C1r ROM �� PUIVIIV PING P 5` &� L'I•;,
4.. FULLY DIMENSIONED PLOT PLAN SHOWING EXISTING BUILDING MUST BE tO.DOUBLE TOP PLATES, FACE NAZI_ g--16d .�{� ��r�/ ��^ h�� ��j�j .{{� �,{j�� �,{
PROVIDED. DOUBLE TOP PLATE o LAP SPLICE r e(2UIPVKt2 W 1{ 4 PAT t.�F.1 Ot"11..K U AN � �Y 0A t#.� 516N . 5MOM
11. BLACKINGS B1=IIW>`EN JOISTS OR RAFTERS TO TOP PLATE. TOE NAIL
06"p$d
5. SIDE OF RAFTER. BEAM, POST AND FOOTING StIAt1 BE DETERMINED BY 12. TO JOIST TO TOP PLATE, TO NAtt 2-16d MtCfR5 5H&L �r}C�.s'1y 9 Lit I G A!'I.,,I 9 M% POO 12 H&L A�%
13. TOP PLATES. LAPS AND INTERSECTIONS. FACE 6d Na I I S"o_c. ALONG EACH EDGE V i LL' 3''�I ioT�d..d t -."4•'
THE DEPARTMENT BY THE INFORMATION ON PLOT PLAN. 14. CONTINUOS HEADER, 2 PIECES 3-8d
�+ 15. CEILING JOIST TO PLATE. TOE NAIL 4_8d O' A 61VIN6 �• } { ACa55 'rO ��,,��� % .,I�{ M, ANV O WH � r 1� A VP
STRUCTURAL NOTES' 17, CONTINUOS HEADER V STUD, TOO~ NAIL 3-.16d � � � � !% ir�i£ t� t�`r� } �x� � il�� ���.
17. CFiLlNG JOIST LAP OVER PARTiT10N, FACE NAIL 3_t&d IN Yta 1I"1 IYt
CONCRETE=! 18. CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-8d f
1. ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE a 28 DAYS SHAD.. BE 19. RAFTER To PLATE. TOE NAIL 2-8d
2500 psi. CONCERT SHALL BE A 5 SACK READY MIX OR MACHINE MIXED
20.9 INCHES x SPACE TO EACH STUD & PLATE, FACE NAIL 2_8d
WITH 1 PART .CEMENT. 1 PART SAND AND NOT MORE THAN 4 PARTS 3/4- 2t.1x8 SHEATHING OR LESS TO EACH BEARING. FACE NAIL 3-8d
WITHGRAVEL WATER CONTENT SHALL NOT EXCEED 7.5 GALLONS PER SACX OF 22_ WIDER THAN I x8 SHEATHING TO EACH HEARING, FACE NAIL. 16d 024"o.c.
23. BUILT-UP CORNER STUDS 20d 032" o.c. 0 TOP & BOT. AND
CEMENT.
24. BUILT-UP GIRDER AND BEAM STAGGERED 2-20d O EACH ENDS
2_ ALL REINFORCING STEEL 70 CONFORM TO ASTM A-615 GRADE 40. AND 0 EACH SPLICE INCH
� 3 �{ / �'}
�Uy R, 25.2 INCHES PLANKS 2-I6d 0 such beadn4 ,} �Y�l�"'I1JI�L' 10 INCH F ICH ON-A135MNf &L ! W'Jt' ENT fO
1. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH OR REDWOOD x6. WOOL? STRUCTURAL PANELS & PARTICLE BOARD '�I,}�} ROAM
`�✓}�y� '�{�� fi � � � �{� � � 4A�
(ROUGH.ALSAWN OR SOS}: (6 INCHES EDGE do 12 INCHES FIELD) 6d .Jf 1iJ�'VL £� �I\I/ f'Y f Y I� i/ 5f U`�.�L W -W 515TAMi l�itA {�w V (X 910M
A- GRADE 12 OR BETTER FOR ALA. 2x JOISTS/ RAFTERS/ LEDGERS. 19/ INCH AND NCHLESsd
B_ GRADE #1 OR BETTER FOR X OR LARGER BEAMS AND POSTS. 718 - INC INCH 14d ENCLOa .
C_ CONSTRUCTION GRADE OR BETTER FOR STUDS, PLATES, SILLS & 7/8 - 1 INCH IOd
BLOCKINGS. - 1-1/8 - 1-1/4 INCHES
27, PANEL. SIDING TO FRAMING (CORROSION -RESISTANT SIDING NAILS) 6d s
2- WOOD USED IN CONSTRUCTION OF PERMANENT STRUCTURE AND LOCATED 1 /2 INCH AND LESS ad h�p� }�} � 1 �^�}�G t ��y� t / t�� h' /'}}, � } �#
NEAR THAN 6" TO EARTH SHALL BE: TREATED WOOD OR REDWOOD. 8 INCH
28.FIBER/BOARD SHEATHING 6d �, II �V A 1� RMV 5HUii..11 i Yf �•Y WILL IN5� LE2 OW 1K �U[
HAROWARE� 1/2 INCH AND LOSS 8d A� �}�{ �^}�'}�A}�,t {� 4}�G �}{� / {�
1. SOLT HOLES SHALL BE DRILLED OR PUNCHED- SIZE HOLES 1 / 1 6" {1dAX) 25/32 INCH ai 5 LI ON a V Lf Y Y I �k 5 € i. 51M CT f U I I� I i I * I R " M
LARGER IN DIAMETER THAN THE NOMINAL SIZE OF BOLT USED, 29, INTERIOR PANELJNG 4d
Y � 1 4r} f,^1 a V -r_ �~1rj r#, r�tt I 1 Y7I3� I /' 5
1 /4 INCH N V V l4! G VF. Of I t VI # t^i/ IIV O✓
2, ALL HARDWARE CONNECTOR (NAILS. BOLTS, ETC. ) EXPOSED TO WEATHER 3/g 1NCIi ,� { �! y� f G n F �j �}
SHALL. BE HARDWARE
CO GALVANIZED. gYt,..� 4A]N1�i 11f UL 6A5 T 1PINUi,I I (Mt OWINX� I111,814 r6V
i _ COMMON OR SOX NAILS MAY B£ USED EXCEPT WHERE OTHERWISE STATED i
3. A 'METAL PLATE. METAL STRAP OR WASHER NOT LESS THAN STANDARD � �� �I�, ,�
CUT WASHER SHAEL.. BE BETWEEN THE WOOD AND BOLTS HEAD AND SETWi±EtI z. FOR ALL EXCEPT 6PIN EL AI ALLY SUPPORTS IWIf£R£ SPANSNrsE EDGES T 12 INCHES
THE WOOD AND THE NUT_ f
O.C. o ARE 4$ INCHES ...OR MORE. LNG &LDMP
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JOB NO
SHEET
OF 3
MANDATORY REOUIREMENTS. MF-IR FORM. CF-1R FORM CF-1R FORM
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R
Note- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
Item; 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 whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
150(a): Minimum R-30 Ceiling insulation.
X
150(b) Loose fill insulation manufacturer's labeled R-Value.
X
150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U-factor in metal frame walls
(does not apply to exterior mass walls).
X
150(d): Minimum R-13 raised floor insulation in framed floors.
N/A
150(l) : Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rate
no greater than 2.0 perm/inch.
X
118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
X
116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltravion Controls.
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field -fabricated) have label with certified U-factor, certified Solar Heat
Gain Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
X
150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only.
N/A
150(f): Special infiltration barrier installed to comply With Sec. 151 meets Commission quality standards.
N/A
150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplace 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 pilot lights allowed.
X
Space Conditioning, Water Heating and Plumbing System Measures:
100-113: WAC equipment, water heaters,showerheads and faucets certified by the Commission.
X
150(h): Heating and/or cooling loads calculated in accordance with ASHRAF SMACNA or ACCA.
X
150(i): Setback thermostat on all applicable heating and/or cooling systems.
X
150(j): Pipe and tank insulation
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. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 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 internal/external insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect hot water tank.
X
150(m): Ducts and fans
1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC sections
601, 603, and 604 and standards 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed
entirely in conditioned space. Openings shall all be sealed with mastic, tape, aerosol sealant
or other duct closure system that meets the applicable requirements of UL181, UL181A, or U1181B
If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either
mesh 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 sealed with cloth back rubber addhesive duct
tapes unless such tape is used in combination With mastic and drawbands.
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible,
X
manually operated dampers.
114: Pool and Spa Heating Systems and Equipment.
1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating
instructions, no electric resistance heating and no pilot light.
2. System is installed with:
a. At least 36" of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch.
N/A
115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot <150 Btu/hr)
X
Lighting Measures:
150(k)l.: Luminaries for general lighting in kitchens shall have lamps With an efficacy of 40
lumens/watt or greater for general lighting in kitchens. This general lighting shall be
controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen.
X
150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an
efficacy of 40 lumens/waft or greater switched at the entrance to the room or one of the alternatives to
this requirement allowed. in Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved.
X
CERTIFICATE OF COMPLIANCEt RESIDENTIAL Page I CF-1R
Project rTitte... lost 4 1 PROPOSED ROJAS RESIDENCE Date, . ®6/19/03 131 101 47
Project Address ........ 937 WEST BROOK STREET w rk r ---------------------
SANTA AN A CALIFORNIA *v6.O ---- --------- I
Documentation Author.,. James W. Smith I P
Terry Engineering _
------
180 E Main St Ste 150 1 Plan C kTDate I
Tustin, CA 92680 1 -------- 1
(714) 838-1124 1 Field Check/ Date I
Climate Zone........... 08 ---------------------
Compliance Method...... MICROPAS6 v6, 01 for 2001 Standards by Enercomp, Inc,
-------------- ---------------- ========
I MICROPAS6 v6. 01 F I le-SO303670 Wth-CTZ08S92 Program -FORM CF-IR I
I User#-MP0206 User -Terry Engineering Run -PROPOSED ROJAS RESIDENCE I
-------------------------------------------------------------------------------
GENERAL INFORMATION
___________________
Conditioned Floor Area..... 1497 sf
Building Type .............. Singte Family Detached
Construction Type ......... Existing Plus Addition
Building Front Orientation. Front Facing 270 deg( W)
Number of Dwelling Units... I
Number of Stories.......... 1
Floor Construction Type.... Ra, I sed Floor
Glazing Percentage, ........ 12. 5 7. of f I oor area
Average Glazing U-factor ... 0.98 Btu/hr-sf-F
Average Glazing SHGC,...... 0.73
Average Ceiling Height,.... 8 ft
BUILDING SHELL INSULATION
-------------------------
Component Frame Cavity Sheathing Total Assembly
Type Type R-value R-value R-value U-factor Location/Comments
---------- - ------- -------- -------- ------- ------- - ~ ----------------------
Roof n/a R~O R-n/a R-0 0.299 Existing Attic
Roof n/a R-30 R-n/a R-30 0.035 New Attic Celt
Waif n/a R-0 R-n/a R-0 0.386 Existing Ext W
Watt n/a R-13 R~n/a R-13 0.088 New Ext Watt
Wa t ( n/a R-0 R-n/a R-O 0,322 Existing Gypbo
Door n/a R-O R-n/a R-O 0.330 Exterior Door
Interior Door
Floor n/a R-0 R-n/a R-0 0.097 Existing Floor
StabEdge n/a R-0 R-n/a F2=0.720 Covered
FENESTRATION
------------
Over-
Area U_ Interior Exterior hang/
Orientation (sf) Factor SHGC Shading Shading Fins
-------------------- ----- ------ ------ --------------- -------------- -----
Window Front (W) 16.0 1.280 0.800 Standard Standard None
Window Front (W) 16.0 1.280 0,800 Standard Standard None
Window Right (S) 24.0 1.280 0. 800 Standard Standard None
Door Back (E) 40.0 0.850 0.700 Standard Standard None
Window Back (E) 24.0 0.870 0.700 Standard Standard None
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 CF-IR
Project Title.......... PROPOSED ROJAS RESIDENCE Date, . 06/19/03 13, 10, 47
I MICROPAS6 v6. 01 F1 te-S0303670 Wth-CTZ08S92 Program -FORM CF-IR I
I User#-MP0206 User -Terry Engineering Run -PROPOSED ROJAS RESIDENCE I
--------------------------------------------------- ~~ -----------------------
FENESTRATION
------------
Over-
Area U_ Interior Exterior hang/
Orientation (sf) Factor SHGC Shading Shading Fins
-------------------- ----- ------ ------ --------------- ----------- -- -----
Window Back (E) 3.0 0.870 0.700 Standard Standard None
Window Back (E) 24.0 0.870 0.700 Standard Standard None
Door Left (N) 40.0 0.850 0.700 Standard Standard None
SLAB SURFACES
-------------
Area
Stab Type (sf)
---------------- ------
Standard Stab 741
HVAC SYSTEMS
------------
Refrigerant Tested ACCA
Equipment Minimum Charge and Duct Duct Duct Manua( Thermostat
Type Efficiency Alrftow Location R-vatue Leakage D Type
------------ ------------ ------- ----------- ~ ------ ------- ------ __________
Furnace 0.590 AFUE n/o Attic R-4.2 No No SetBack
RoomHP 10.00 EER No Attic R-4. 2 No No SetBack
WATER HEATING SYSTEMS
---------------------
Number Tank External
In Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gat) R-value
------------ ----------- --- ~ --------------- --- ~ -- -------- ------ ----------
Water Heater to meet minimum GEC Standards
REMARKS
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-IR
Project Title... PROPOSED ROJAS RESIDENCE Date.,06/19/03 13t 101 47
I MICROPAS6 v6. 01 F 1 le-S0303670 Wth-CTZ08S92 Program -FORM CF-IR I
I User#-MP0206 User -Terry Engineering Run -PROPOSED ROJAS RESIDENCE I
-------------------------------------------------- a -----------------------------
COMPLIANCE STATEMENT
--------------------
This certificate of comptlance tests the building features and performance
spec I f I cat I ons needed to comply with T I t I e-24, Parts 1 and 6 of the
Co. I I forn I a Code of Regu I at I ons, and the adm I n I strat I ve regu I at I ons to
implement them. This certificate has been signed by the individual with
overact design responsibility. When this certificate of compliance Is
submitted for a single building plan to be built in multiple orientations,
any shading feature that is varied is indicated in the Special Features
Modeling Assumptions section.
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name.,.. ------------------------ Name.... James W. Smith
Company. 7"""' Company. Terry Engineering
Address. Address. 180 E Main St Ste 150
Tustin, CA 92680
Phone... Phone.. , (714) 83P-1124
License. --------- --------
Signed.. ----- ------- S I gned. .
_lam
date) date)
ENFORCEMENT AGENCY
Name.... - ------------------------
Title--- _________________________
Agency., -------------------------
-------------------------
Phone --- -------------------------
Signed,. -------------------------
(date)
UPON COMPLETION OF CONSTRUCTION: CONTRACTOR SHALL
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION AT: www.energy.ca.gov/titte24
(CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS)
THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED
ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR.
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AS NOTED
Drown:
Chocked:
JT
Plot Date:
06-19-2003
Job No:
030367
sheet..
A
da I
T�2