HomeMy WebLinkAbout10249887,89,90.pdfSANTA ANA POLICE DEPARTMENT
RESIDENTIAL SECURITY REQUIREMENTS
1 Exterior swinging door must be solid core, 1-3/4" thick or with panels 9/16" thick. (8-210,A)
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___2. Doors leading from a garage into a dwelling unit must be sold core, 1-3/8" thick. (8-210,B)
3. Specify that above doors be equipped with deadbolt locks approved by the Police Department (8-r
210,C) - specify make and model number.
4. Specify flush bolts with 5/8" embedment into head and threshold on inactive leaves of exterior doubt ,.
doors. (8-210,E)
5. Glazing in exterior doors or within 40" of the latch must be tempered or burglary resistant. (8-210,F)
6. Hinges for out -swinging doors must have non -removable pins. (8-210,G)
7. Strike plates must be 3-1/2" long, secured to the jamb with screws 2-1/2" in length. (8-210,H)
8. Front exterior doors to be equipped with 180' door viewers or clear vision panels. (8-210,1)
9. Each structure must have a street address or other identification, which is visible from the street.
Figures must be 4" minimum in height of a color contrasting to the background. (8-210,K1)
10. Provide an illuminated plot plan of the complex at each driveway entrance. (8-210,K2)
11. Specify light fixtures, at exterior doors, which provide one -foot candle of light at ground level,
(8-210, L)
12 Exterior walkways, passageways within multiple dwelling complexes must be provided with .25-foot
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shall comply with the 2001 CM13, CMC, CP6 and CE ,
Additional mechanical, electrical, and' plum' bin permits shall
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13. Parking lots and parking structures of multiple dwelling complexes must be provided with one -foot
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candle of light. (8-210,N) ACCEPTED R T RUC I
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14. Required exterior light fixtures must be vandal resistant type." T �ITS �lf f�JUL 2
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15. Wooden garage doors must have panels 5/16" in thickness. (8-208-A1) t i citi ti s g i i 4 of Santa Ana
t hOn.as and it is urla faji to. ma,,e any �,hanges of,
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16. Garage doors more than 16-feet in width must have two locking points. (8-208,C) > / f City f Santa Ana,
17. Slide bolt assemblies must be attached to the doorframe with non -removable bolts. (8-208,D)
. t a t ce of this plan rid spec ri ff s �tltA t, C
b held t permit nor b s approval of the viol ti �� f any
18. The slide bolt must be 3/8 in diameter, (8-208,D)provisions f ANY O'sty adi anr StatLaw.
19. Windows and sliding glass doors must comply with test standards of section 8-212. Specify make Accepted y Date
and model number. (8-209,A)"
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20. Louvered windows may not be used within 12' vertically or 6' horizontally from any walkable surface.
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21. All skylights shall be provided with rated burglary resistant glazing. (8-210) $'
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1, 1 4 SYMBOLS: EXISTING ELECTRIC: E, RELOCATED ELECT : RELO. . REVISIONS ''I
I I 1. ContratAor shall weft all existing tonditiorts, in field. 1 4, PON" I SECURM REQUIREMENTS GENERAL NOTES - SECURITY I - _7r " �
I I used so floor or mot oww" or at alvew 1141111111 a" 01110110011i to PS 1-135 Mitt mug REMOVED ELECTRIC. RX, APPROVED BY BUILDING DEPT.: APPD. � I_
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11 I 1 2, Contracti:ir shall verify ad dimenSiorts on ft job. � _�, be OwN4ra" by Its Amaloan PV&vW Aseacisillitft Plytisood " be kilit0w W . NEW WALL I REMOVED WALL —_ -- = —7 _— , EXISTING WALL —
1 3. Conft:tor shall verify all Sir" of widows WW doom. A* 411dow ow un 01111101ar Waft 100" 0"" to ft wsww Exterior doors, doors between house and garage, windows and their hardware ALL OPENINGS MARKED 6 ARE SECURITY OPENINGS AND THE FOLLOWING SHALL COMPLY:
I . shall conform to the Security Provisions of Chapter 67 of the Building Code: k.;k- � �
4� All work and materials sW be in accordan,ce with liocal building codes, city, county, 1, SWINGING DOORS DOUBLE CONV, OUTLET WALL LIGHT FUEL GAS SUPPLY L
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� I and littatilt currently adopted. & Root Shead" - I A) DOOR STOPS OF IN -SWINGING DOORS SHALL BE OF ONE-PIECE rcl- f(�_ *., �
I 112rold. Int-WINAftwoodw0exteriorowindiN24111 PS I-9�;L&yW%*%0 & Swingiiq doors, active leaf or a pair of doors, and the bottom leaf of Dutch I GROUND -FAULT CIRCUIT LIGHT, PULL SWITCH L--4- r.,AS KEY CONTROL
I I 5� Cabinet maker to verify alt appliance model numbers and dimensions to insure Ilece gram tiloves uIpporls, MOW partial at Pkills, dw -, shall be equipped with a latch and dead bolt key operated from the, CONSTRUCTION WITH THE JAMS OR JOINED BY RABBET TO THE f4o_= 1 INTERUPTER 1:�rc I K'� -Y � I . —
I I proper installation. I JAM. e� r-
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outside, Dead bolts "I have a hardened insert I' minimum throw and J;��r_- W In OUTLET, WEATHERPROOF GFI C__0___1 FLOURESCENT 14" HO' SE BIB � I
� & No* MANUEL LAM (310) $44-2320 OR 720-7494 Immediately d there am 6, Floor Shos#*V 8) ALL PIN -TYPE HINDGES WHICH ARE ACCESSIBLE FROM OUTSIDE . HS
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� , ydiscrepanc:A on working drawings, or if working drawings conW. with flaid work W T & G irit - DFPA ftwood with adiallor ois MOW #=Ms. PS IA S nall with 10d 5/8* minimum embedment into the jamb. If a latch has a key locking aFt �
I an - Q tr o.c. a" p" edges and 12' *�& at InternVK111aft wippeft I Lay pansis VAIh THE SECURED AREA WHEN THE DOORS CLOSED SHALL HAVE OUTLET, SPLIT WIRED 0 M. STAKE LIGHT @FV FLOOR DRAIN I
I before any work is started feature, it shall be dead latch type. (B.C.6709.2) NON -REMOVABLE HINDGE PINS, IN ADDITION, THEY SHALL HAVE !��1�12 � AD —_
1 7� , Conftctor shall be liable for any damages to o~s property as result of his r"ligm", %a rw aciron supooft SOMW panal w4 Jokla, siNcept where noted W DIAMETER STEEL JAMB STUD WITH Y4 - WMINUM PROJECTION 10 FLOOR OUTLET < FLOOD LIGHT 9 AREA DRAIN .
1 8. All framing dimensions are to face of stud (F.O.S.), unless indicated otherwise. I 8, 'Inactive leaf of a pair of doors or upper leaf of Dutch Doors shaft have a UNLESS THE HINDGES ARE SHAPED TO PREVENT REMOVAL OF WATER METER � —
''I 9. N.T.S. indicates not to scale. 7. AS datift plebes 4' (r Min. liag, 10011 12 lied Aaft par Spill0e. diad bolt as per the paragraph "A' not a key operated, or hardened dead DOOR IF THE HINDGE PINS ARE REMOVED, �G,= 240 VOLT CONV. OUTLET H—n] TV OUTLET OWM , I
� I I bolt up and bottom with "A" embedment. (B.C. 6709�3) C) THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR e4o v I - PUSH BUTTON GAS METER
I I I 10, Dimensions and notations shall take precedence over scale. $. - Flooricift . PROJECTING OEADEIOLTS IN WOOD CONSTRUCTION SHALL BE �0 SPECIAL PURPOSE t11!J El
I 00" %W)o$Wa Wider 40 me" PWOOM I SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS CHIME AIR DUCT I
I I I I LOUNDATION., 2 x *WW bb*% at V (r " and at **Poft I I C, Swinging wood doors(s) shall be solid core not less than- 1-3/8' thick NOT LESS THAN 2 % * IN LENGTH, f-lo� SINGLE POLE SWITCH E�� I
� , I . I � Design soil bearing pressure _______1QQg__P-&F� 1 9. FOWM*V Of bua-up bmw % � I (B-C� 6709� 1 � 1) I D) DEADBOLTS SHALL CONTAIN HARDENED INSERTS, f-(9-,� THREE WAY SWITCH 1 4 TELEPHONE I FLOOR REGISTER I 1
2, CONCRETE I 2-2x I Ift 0 12. swagerw _w:lk__ 1 i
W M.S. 0 24* a rOUR WAY SWITCH THERMOSTAT WALL REGISTER 0
1 - 3- 2x orupto$-2x .c. stog. D, Panels of wood doors shall be 9/16* thick and not more than 300 sq. in. E) STRAIGHT DEADSOLTS SHALL HAVE A MINIMUM THROW OF I* AND 44-er �0 L�j I tp
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� Maximum ultimate compressive strength Q 28dayw 25WW. Grade*C'concrete. stiles and rats to be 1-318* thick and 3* minimum width. (B,C� 6709,1,2) AN EMBEDMENT OF NOT LESS THAN 5/8'. c�
� Continuous inspection not required � Feateninge " to plaoild at IN modmwn of X of ft beam depth ftm top or bowm edge- J* -r, A6TO DOOR SWITCH (a FAN I ch
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I � ' F) A HOOK-SHAPEO OR AN EXPANDING -LUG DEADBOLT SHALL HAVE . 9
11 1� � � E, Doors hinge pins accessible from the outside Shall be non -removable. A MINIMUM THROW OF 314*, WEATHERPROOF SWITCH SMOKE DETECTOR HARD WIRED BATTERY BACKUP I ,It
I Cement shall conform to ASTM - C - 150� I I 10. Rdw mod*V and 6111d"V � * . �*_Llr ES:01 Uj -�
I I � (B,C. 67()9�5) V-111 2 I _40
- � G) WOOD FLUSH -TYPE DOORS SHALL BE 1-3/8'MINIMUM WITH SOLID < C4
1 Fine and course aggregate shall conform to ASTM C - 33, 2 x 8 rofters d arnsiller b1coldrIg MqWW at stipports or* I . �d TIMER SWITCH L!�) MOTOR < 0!��
2 X 10 Taftre or MW bkx*VV te**W at suppoft wid owy IV CORE CONSTRUCTION. _J Z 0
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I I F, Doors stops of wood lambs in -swinging doors shall be one piece cons- CEILING LIGHT r-,i DOOR OPERATOR I
, - H) HOLLOW CORE DOORS OR DOORS LESS THAN 1-3/8'iN THICKNESS I" � - _J I _J W < Z;
I Concrete Mix: 1:2 'A: 3 % with maximum water content of 7 % gallons per sack Provide 2 'X 4 aller ba Q 4� V` O.0 wiliere Johit and relters we rot Parallel. truction or joined by a rabbet. (B.C� 6709A) SHALL BE COVERED ON THE INSIDE FACE WIT14 16 GAUGE SHEET . ul ;�> _.J
I of cernent. I � EF-P I CIRCUIT PANEL � 1 5 � C,
I METAL ATTACHED WITH SCREWS AT 6* ON CENTERS AROUND THE 13 ._-) X t C',
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3 Foundation shail be carried into natural grade not sess than trid4cated on dateria, 11, EANdor Wd bowft sw well fo*oomwft G � Windows and doors lights within 40* of the locking device of the door shall PERIMETER OR EQUIVALENT. 7-4 ELEC. METER < V) < V
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I Minlifoul" howit: up 0 IW kt haWilt 2 it 4QI6 ' I . 0 <J'�!
4 � Where soils is expansive� verify footing requirements with local building and safety up to W in hoot 2 x SQI6 be fully tempereWapproved burglary resistant/protected by bars, screens 1) GLASS DOORS SHALL HAVE FULLY TEMPERED GLASS COMPLYING 2 Z Z a, C_-
I WITH SECTION 91 � 1 71 1 (d) OF THE LOS ANGELES CITY BUILDING g 14-
Department. up to 2Z in heoK 2 it $*IS or grills. (B,C. 6714) . 111;:7,
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5, Reinforcement H � Overhead and sliding garage doors shall be secured with a cylinder lock, 2. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER I I �� �'
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1 12- An woo duds *W be 2 x 4 0 IV o.c. unlow ofterwin road. � a pad lock with hardened steel shackle, or equivalent when not otherwise THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE L___J
I I Remforcing steel shall conform toASTM A61640, intermediate grade, Albers ACCESSIBLE TO GRIPPING TOOLS. I The building design meets the requirements of Title 24, Part 2, Chapter 2-53
Except *2 she# be deformetL 001iorntabons conformirig to ASTMI A305- 13, AN sW waft ow 10 in hW#t *a# be UN blecited at trid,4004 or is 49060my locked by electm power operation- Jambs' locks shall be on both Jambs �
1 3.' SLIDING GLASS DOORS AND WINDOWS SHALL BE EQUIPPED WITH LOCKING T$f �,�Jl
I I so that no oanoselled GPM* is ~ IV in heloft for doors exoeeding W in width. (B.0 � 671 1) DEVICES AND SHALL BE SO CONSTRUCTED IN INSTALLED T14AT THEY REMAIN Insulation installed shall post in a conspicuous location in the building a certificate signed by the I
Minimum Clear distance of reinforcing from two of concrete: I INTACT AND ENGAGED WHEN SUBJECTED TO THE TEST SPECIFIED IN 61 �6731 installer and the builder Stating that the installation conforms with the requirements of Title 24,
1 14, wheia pkantift h*W*V or odw pipa SM ~ in or psrW in a partition. I , Sliding glass doors and sliding glass windows shall be capable of with- AND 91 �6732,
1 Poured against earth: T Noosaaft" Ile ctit" of Vis pleft or v*W 00m do rW how apposed lapparig. I standing the test set Wh in Section 6706 and 6707 of Los Angeles Part 2, Chapter 2-63, and that the materials installed conform with the requirements of Title 20, 1
1 We# or column pouted against ": 2* & rivial to skapefriot low fto Ifir 00olltomand I-Ilr wldth WW be %daned County Building Code and shall bear forced -entry -resistance labels. 4. SLIDING DOORS AND WINDOWS SHALL BE PROVIDED WITH A DEVICE IN THE Chapter 2, Subchapter 4, Article 3, 1
1 1 1 00is plift acitow wild toeachalde of Illiso;Wtingwillit not Isiodw 4 16d iNifton UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING '
6, All welded wire fabric shall cor0orm to ASTM AISM&p '� seattift - I (B,C� 6710,6715) OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPENED POSITION. I The builder shall provide the original occupant a list of the heating, cooling, water heating, and
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� 5. LOUVERED WINDOWS SHALL BE PROTECTED BY METAL WS OR GRILLS WITH lighting systems and conversation or solar devices installed in the building and instructions on I
I - I I I . 7, 7bp of foundation shall be ir min. above finished Wads (Torrance S-). I& Sills olw Pkwo OPENING THAT HAVE AT LEAST ONE DIMENSION OF 6- OR LESS, WHICH ARE how to use them efficiently. I
, Sft aw Pifte at INW*ub 61141 be =11111*011111 Wild bft ofouts ow rot**& � CONSTRUCTED TO PRECLUDE HUMAN ENTRY.
11 I I a. Mud sills to be T x pressure treated D,F, bolted with SW dia, x IT bcded r min, PoItaboris *W be skmed *0 a nueallutnt of 14W darntiler and *aill be located 6� OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING A maintenance label shall be affixed to all equipment requiring pre -tentative maintenance I
: I . mud into concrete Q max. 6'0'o,c. oxapt where noted. with 2 'A' x 2 W x %* washer pwfts� as close to atinlar se, poesba. 80 plifts sillitit be preetw#4vated Dalsom Fir
�, ''I, sabaftiti,sowwxytes r foklonialawid ir triatewuntiomendadenand DEVICES IN G OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS, BOLTS, I instructions shall be provided for the owners use. �
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I I I 1 9, Provide in" walgiers urIder 09 Wit heads and nut bmvV on wood, AD bolts #WOO wood to be dnw ft corml. alow VA" most Provide low consumption water closels for all new construction. CROSS -BARS, ANOtOR PAD LOCKS WITH MINIMUM W3r HARDENED STEEL I I �
I I Existing shower heads and toilets must,be adapted for low water SHACKLES AND BOLTED, HARDENDED STEEL HASPS, All insulating materials shall be certified by the manufacturer as complying with the Califomia
1, . 10� Provide weep scroed around perimeter Of alt concrete stabs, 116. show iaells to to ainabsitil *1 plywood vsM nOOV4W noled� All nak to perietaft 11 7 SCREENS, BARACADES, OR FENCES MADE OF MATERIAL WHICH PRECLUDE Quality Standards for Insulating Material,
''I I � I I 11, Provide 2 square feet of berit of each 26 linear fL I- ftemingi neaWw� A111 twild downa to have a0rionwn W clowasm from III! or plate. consumption, 1.69affonsperflush. HUMAN CLIMBING SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, I I I �
I Bob to a VW* suwma� ftft arichors where Mud aw be bow W*m nobd BALCONY, OR SIMILAR SURFACE WHICH IS WITHIN 8'OF A UTILITY POLE OR
SIMILAR STRUCTURE, �
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11 � 11Z Provide 18* x 24' access to all underflooi, areas. 17. 1 Flash all exterlor oparft wft tesalcrallt at **W I
� I . 99�������� . Stairs, Caution - The stairs shown on these plans have been calculated based on the conditions
. 13- AN UndbrIll" areas shJW be clean of debris, Is.
11 hum Is# fat Under so swinti. I Section 2518(f) 10 & I I - Los Angeles Couirty Code Best Management PractiCes shown on the plans. The elevation differential beWeen the ftoors, the size of the opening and the
I I Minimum Requirements for Construction Projects n '
I � 14, Waterproof all retailift waft adjacent to livable areas and garage, . Is. Ptosids,UL&C. req. aft vwft saw bm&Ad above callings, W � umber and sizes of the treads and the landing affect the ability of the stairway to work. The code
I � I I I : requirements of aft these elements vary according to the occupancy b and load of the building.
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I - 1 15� All galvanized ow fta*wv " be no less Own 26 9w 1 20. Legend imurn Sas hole - 40% of width I , Eroded sediments and other pollutants must be retained on site and may not be Any deviations from the dirnensions shown on the plan of the surrounding areas may render the �
� I MASONRY - i 'ji! magil, i1a.0900. . "__ �1�2�= - =)0=UMU transported kom the site via sheet Dow. swales, area drains, natural d stairs as shown on the plan inoperable. The dimensions shown on the plan have some additional
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I I I ----" ''JI'A11111111111 I , - , 2x4'- 1 4' (1-3/8") dia hole . course of wind, allowance for discrepancies but not much. Contractor should carefully verify the existing
, , I I . Use Type M mortat I part Portland coment, % W lime putty, 3 parts damp ftee ------1WAJAW*W_"-_--------4> - r2, -) dia. Hole 1 cri conditions in the field regarding the opening, the distance to be traversed, and the height to be
_ I - 4 � 2A - 22 V16 Stockpiles of earth and other construction -related mat als must be protected traversed in the early framing stage, Any discrepancy from the plan should be brought to the �
� � , � send, I I lodictles, ~ psnal waft (am schaduls) - I . from being transported from the site by wind or water, attention of Manuel Lam, immediatelyl (310) 644-2320, � ,
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I , 11 , 2. 1 Use Type N.I. hollow concreft units - solid grouted, 7 .&Ai& " - Maximum size hole in 3. Fuels, Oils, solvents mid other toxic materials must be stored in accordance with I I �
1 21� All WsAW Ampletia and *An sW he Initialled in shict scowd with n0gra. stiam doubled studs - 60% of width. No more than 2 adjoining their listing and are not to contaminate the soil nor the surface waters. All I I � - I
I 1 3. Use 2000 P,SJ. min, a 28 days confornoing to U13C STD 24-23 1 part Portend I I double studs to be bored Expansive soil requirements: � I I , I
� , I approved storage containers are to be protected from the weather. Spills must be I I
� 1 21 Loth and pmew per Chapter 14 IJ,B,C. I
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I � I cement 2 paft sand, 2 parts pea gravel. 2x4 - 2,1' (2-1/8-) dia hole . cleaned up immediately and disposed of in a proper manner. Spills may not be I f soil is found to be expansive, the footing must meet the following minimum requirements:
�, � . washed into the drainage system. 1804A �
1 4, Reinforcing steal ASTM - ASIS Wade 40 awwabie svess 2o,ow p.S,I, 23, RoofvV naft to be 9Wwwwzed irm I I I
I I I I 10 2xt - 3,3- (3-5/16') dia. Hole 4� Excess or waste concrete may not be washed into the Public way or any other a) Depth offootings below the natural and finish grades shall not be less,than 24 inches for I
I - I §29-048ALKE96: I - Maximum depth - 26% of width drainage system, Provisions shall be made to retain concrete wastes on -site until I exterior and 18 inches for interior footings. I "
I I 1, 29INA& NQM they can be disposed of as solid waste, b) Exterior waits and interior bearing walls shall be Supported on continuous footings. I
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11 I I , Structural steel shapes and Owes shall conform to ASTm A36, except as rmtad� 2x4 - .87- (7W) deep notch 5� Trash and construction -related solid wastes must be deposited into a cove d c) Footings shall be reinforced with, minimum four 34 inch diameter deformed reinforcing I I
I I I . Contractor to install ply� floor patch at 94 we# removals during frommV, re
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I , 1 2 All structural steel work, fabrication, and erection "'conform to current AISC, Z E16--tric foduries furnished by the owner we to be on the job sills, at ~ of wo& � receptacle to prevent contamination of rainwater and dispersal by wind, es of the bottom of the'footing and two bars within 4 1 1
, � I � spoctfications, 1 No painting or preparation by contractor eitcapt as ncW� LKE9ftQ&_yffl1§ I 24 - I � 37- (I -W-) deep no" inches of the top of the footings. I I I � � - I I I
I AWAL681weBALLA 6� Sediments and other materials may not be tracked from the site by vehicle traffic. I I
; 1 4. Extierim stucco, no t guaranteed to match *4o*V color. I I d) The soil below an interior concrete slab shall be saturated with moisture to a depth of 18 " , , It I-
I 1 1 All pipe columns shaft conform to ASTM A53, Grada 8, except as noted, 1 & Convector conteirwlates, tmwq exisfirig OkKft service, W The construction entrance roadways must be stabilized to inhibit sediments from I inches prior to placing the concrete. ill I
I I I being deposited into the public ways. Accidental depositions must be swept up I I . I I 0)
� - I 6- No light fthe" by Contractor except Contractotr may inst" standafd fbitures of I I I I 0 1
1 4� All bolts to be A307 unkm otherwise specified on plans. his choice, r - Maximum sae hole - 60% Of Width immediately and may not be washed down by rain or by any other means, I I I I I I
� � � 1 7, Contractol, contairripwas connecting now plarnbing waste **a to einsting cast wort An approved Seismic gas shutoff valve will be installed on the fuel gas fine on the down stream N I
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1 1 1 *04% only. Addition am plus 2 fast perimeter we assunried free of water, gas, 2x4 - 21 (2-1/r) die no* side of the utility meter and be rigidly connected to the exterior of the building or structure I I N
I I As the project owner or authorized agent of the owner, I have read and understand the I
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I I I I � Welds shall conform to it* Standard Code for Arc arid Gas WaWagof ft ' sewer, and electric conduit. . 2Xe - 3z (3-&16.) dis hole requirements (listed above) necessary to control storm water pollution froin sediments, containing the fuel gas piping. (Per Ordinance 171,874-for work over $10,000.) `4_
11 11 I" Anocation society. American S. Exisft Waft in am of addftn is assumed to be neutrat, non-ontparisive and - Oft erosion, and construction materials, and I certify that I will comply with these � I A— I I
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I I I ft" Of rock, I I I - Maximurn depth - 40% of width requirements. � I I I t�_ I Y_
I 1 2, E-70XX electrodes for A36 steeL, 9� Contractor to remove debris and leave job broom dean. owibl���_-10 �" � I I ''I I � I 0 1
1 1 0. Owrw to make color and pattern selections. � I 11 ". I I I I 0 .
3- Welding will be perfommid by cerMlecl welders under supervam of a special I I . Plants. shrubs, carpels, drop", furnishings, and persorw property at, or adjacent I I I I _J
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1, I InSPOCtOr Or in the Ship of an approved fabricator, I work we" we not the responsibility of the Contractor, owner is Cautioned to 2x6 - 2.2- (2-3116-) deep rwtch , N "
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I , I ' I move, coireir or protect such its" we (Woessary, stud - � Print Name: MAI-4 U" 1-1-L., LAM ,:1 W'' I . �
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1 4. A Certif"10 of labnCaW from the shop patforr" the welding or e report from 12.Owner to notify to Contractor bellcre the am of wo* d apphwwe s"s am 00 Owner or authorized agent of the owner � I I 1, I
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! I - I the special Inspector must be fumishod to the job inspector prior to *wy*V approval, different from sim that am provided an ft drawings, 2ffLHQ&NQhZ"Mft I Tofto Of SW remain" at noWift or holes " be -1 I � . I I I I , I
I 13.Owrw to relocatei or clear am of naiss consttu:oon of sit obilittUchotis above I I Q� I
� LRAKftZ VAL" I sound wood w*x*d excessive sitrer4lth reducing I � — I I . I
I , , I arid below ground unless Otherwise noted. , Properties such as knots, brealts, apills, excessive ,\, I I I .
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1 . Framing requirements such as matting. 10t-In diagonal braces, atc, shall be in 14.Contractor conten4iliattle " charNge in existlng weft, filind", banks, conciate slope of grain, air-, Si_-naturc� X__� �_Ilr__-?�';f , I -
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I � I Accordance with minimum MQWMMWft Of the SoPhm" cod" unlese greater we#$, driveways or front. rew or sift yards unless otherinse noted, Oy�rieror au-the-rize "agent of the own r - --- I . I 0
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I I Requirernwiti; am Indicated on plans or specifications, 15.Owner suitiorizes Contractor to use existing iester and power onjob aft. - - __ __ - - < . - to
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I I . 2 x IloorJoists No� i I EGRESS OR RESC.UE WVdDOWS FROM SLEEPING ROOM SMALL HAVE _21LJ111- - —_ 7 .. 10 � I I I � I I.,
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I I I 1 4 x beam No. I A NET CLEAR OPENING OF 5.7 SQ FT. MET CLEM HEIGHT OR M" I I U I 11 I I 0
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NOTES.8
RES AND DEW
.: ,
yny new buftnq of occupancy R (exceptapartnent«,
Illy -*tit
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IN
< C a.
4,02
Energy Use t andard Design Proposed ta3 sa,gn
Space Heating._ _..,-6.99 3,48,
Spate Cooling 5,68 6.93
Water Beating 107 25 9:64
-------- _ ,_.- Complies
GENERAL iNFORMA`I'IC
Conditioned Floor r Area: 1724 f 2
Average CeilingHeight, 8 10" ft-in
Building SFD Single Family Detached
Buil.dirig Front O ientatiout 50 deg (Fast)
Glazing Area:, V of Floor Area: 8, 8
Average Fenestration U -value: Os 47
Average Fenestration SHQC: 0,74
Number of DwellingIasi(€ : 0.62
Number of Stri.ea. 2
Floor Construction Type. Raisedfloor
Number of Conditioned Zones I
Total- Conditioned Volume. 13189 ft3
BUILDING INFORMATION
Floor Vasa,
zone �� <
x � Height
Name
Area ol�a .� g f -
2x
fC a e (4)
HOUSE w 714 1.3789 Conditioned y < _Stan rd 10
OPAQUM SURFACES
Surface C_ Inal Total ".":to Sat,. Constniction '
Type (ft2) factor Rval. Fval Azm, IL drys Type hocationlC , . exits
Zone -a HOUSE
Ceiling 1723,7 O1 036 30 28 0 Yes R301 2 lO,26 Attic. w/Radiant Par
Floor I723;7 cO.028 30 36 - 180 No F"C30.2 IO.l6 Crawlspace
Wall 246.4 0. S 13 11 0 0 Yes F313, x4.16 Outside
Wall 232.0 0.8 13 11 180 90 Yes W13.2x4.16
Outside
Wall 312:0 0,088 13 1:1: 270 40 Yes 13,2X4<16 Outside
Wall 304,.6 O_088 1 11 90 90 Yes W13.2x4.16 Outside
S T1u u.iPerimeter Llau,3Lh F2 Insul Depth
e (ft) Factor . 1 (in) Location/Comments
FENESTRATION SURFACES
Fenestration Exterior Shade Over -
Fenestration Area _ __...._v_v__Ww Tru ------------------ hang
Name Type €ft2 Umfactor SHGC AzM Tilt Type SHOC /F`in
,._ ____ ------- ___ .�.__ _ __ _a .. _sr.
Zone t� HODS
2 2 Window 16.0 4.47 0.73 180 90 BugSern 0.76 None
FWINI Window 24.0 0 47 0.73 180 90 84gScrn 0.76 None
RWINI Window 16.O it . 47 0.73 90 90 SugScrn €7.76 None
RWIN2 Window 16.O 0.47 0,73 90 90 SaagScru 0. 76 None
1?WIN3 Window 16,0 0.47 0,73 90 90 BugSc;rn 0.76 None
41NI Window 24.0 0 , 47 0.71 0 90 StagScrn 0.76 None
WindowLWINI 24.0 0,47 i 270 90 BugScrn 0,76 2vtze
L L 2 Window 16,3 0.47 0,73 270 90 SugScrn 0,76 None
OVERHANGS
Fenestration
-n-_Y__-...__- »,.__r_--- Length Height Left Right
Flame Width I Y 'v° Extension tension
Height
None _
FINS Left Fin Fight Fin
-------
Fenestration Dist Dist
.__T4_- _,--_. _» <.»_-._ ._ __ Fin Fin Ht from Fin Fill Fit from
Name Height Width Depth, Height >Vl f-nea Depth Freight °try fenes
None
THERVIAL MASS
Vol Coad-
Area `ihck Heat duct-- Cony ta^ucti ln4d
Maas Name (ft2l (its) Cap ivity Type Rva cation/ ents
-----------
None
CERTIFICATE OF OMPLI Residential page 3 CF--I#
Project Title: RAMIREZ ADDITION Funs 325 11-Jul--05
SPECIAL FEATURES, REMARKS, AND NOTES
1 « Hetat.in duct register location. Ceiling.
2, Cooling duct register location: Ceiling.
NOU water beater wrap is required
COMPLIANCE STATEMENT
This certificate compliance lists the buildingea u;d
performance
specifications needed,to comply with the Energy Standards in Title 24 Farts 2
y gy a s r
d 6, of the California Code rid Regulations, and the Administrative regulations
to implement them. This certta irate bas been signed by the individual with
overall design responsibility. when this certificate of compliance is submitted
for a single building flan to be built in multiple orientations, any shading
feature that is varied isindicatedin the Special Features, Rtmarks, and Notes
section.
DESIGNER OR OWNER
it L LAM
'AM DESIGNS
15731 LARCH AVE,
TAWNDALE, 'CA 90260
31-644-2320
:certification
Signed gate
Name
i w
F<� CONSULTANT,
DOCUMEnATION AUTHOR
CHIN A, CMN
CARSON, CA 90745
a
� 3
Signets
A
CAR", CA 9M5
4
>''. r. s x Ca;a,-cs . * ='� �L. a i'L✓ 2`,:e �„ _ i..-a�yz,, a 3 ..
Telephone
Ct L, F,92 z. 4 ,. Ce Fi l.d Check Date
Conditioned floor Area: 4.50 f-t,2
Average Ceiling Height: .8100 ft-in
Building Type: ERA Single Family Attached
ill i.tla Front Orientation: 90 deg (East)
lazing Area, % of Floor Area: 1€1.7
Average Fenestration U- alue:0.87
Average Feneut.at~ion SFFGC 0 73
Number of Steariest 1
t# mber of Dwelling Units,. 1,00
Floor Const ructr ion Tyl>e c Slab on grade
BUILDINGSHELL IINSUL&TION
Cavity Sheathing
Component Insul Insul Total Assembly
Type -value R-value F-value it -value Location/Comments
---- -------- ----- »--- w .. M _, --
Ceiling-0 7.7 tt,036 Attic w,7Ftadiant Barrier
Floor4 0 3. 38 0,295 Grade
it 13 0 11.36 0.S Outside
-
wall 1x1,>6 ti.fl Outside
wail 13 to 11,36 008S Outside
FIMR TYPES
t"
ConstructionArea (ft. Ccst�dl.t�,crrs Exterior Cctdltae�:zs,7 scrip i
Sian 450
Yes Grade
FENESTRATION
Area Fenestration Fenestration Exterior Overhang `
Type/Orientation ift2> U-fractax SHGC Shading and Fins
indtrr Salt 36,O O.87 0.77 RugScru None
Window South 12,0 0.87 O1 77 BugScrn Non
THERMAL MASS Area Thick
Lcst C ents
I4�
,Type Cover (ft ) {ix)
None
CERTIFICATE, OF COMPLIANCE: Rdgidenti4l page 2
h1V C SYSTEMS Refrigerant Distribution System
Charge and Lcti.on
l g tf icienc Airflow TXV and -al'u
»,..,---- ---------- --------- _ __- ._
rnace 0.78 AFUE NIA Attic µ4.
Air dt>ztd, central split 10.00 SEES tin Attic -4.2
HVAC DISTRIBUTION EFFICIENCY DETAILS Duct age _
Supply Target
Duct Surface ACCA Manual Ia (leakage of%/
-yet spa
o '. o t) Van' CPK
ci0 4.2» 122 r7
Ilas€:ai Water Water # of Energy VolU
System Name Type Heater Name Heater Type Fits Factor (Sall
Standard Pa, NO No
ILS
Rated Pilot
Water Recovery pu,t stand.(>y Tana Light ,
Heater Name 'Efficiency AF ( uh) Loss Ft -value (3tuh )
----
StandardGas gait 36.00 _»
iFY _ONIC DISTRIBUTION AND TERMI
Pipe ` Fib Insul, Insul
system/Name 'Number run (ff) diam (in) trod( (in) F-°alUe
on
SPECIAL FEATURES, REMARKS, ANDNOTES
1. Heating duct register location: Ceiling,
2. Cooling duct register location. Ceiling,
CERTIFICATE OF 'sMPLIANCS: Residential Fag CF-If
Project Titles IREZ F 3.AF S Run.- 323 « 07-gill.-OF
COMPLIANCE STA*
This certificate of compliance lists the building features and performance
specifications needed to comply with the Energy Standards is *title 24, Parts 1
and 6, of the California Code of Regulations, and the Administrative regulations
to xlns.. them. This
kcertificate has been signed b : th i ndiv dual with
overall design respohsibility
When this certificate of compliance is submitted
for,a single building plan to e built in multipleorientati
ons,
1a diog
Special features, Remarks, a Notes
feature that is varied is indicatedin the S, e a
section
DESIGNER GF OWNER
LAM
Cwertifi,cation :
Si cmee Date
iFOPCFMF NT AGENCY
Name., C #�
t`t
,6 t
a
Telepbonl-
DOCUMENTATION A sF
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