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CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page I of 3) CF- 11 ADDITION TO THE RESIDENCE AT 12/6/04 P;0_FeC_t —'ritle Date! 102 S KAREN AV. SANTA ANA, CA 92704 Project Address VINCENT DINH Building Permit As . Doct=:rttui ton Author Telephone Plan Ch"kDate PACKAGED 8 field Che,:k : Daic Compliance Method (package or Computer) Climate Zone GENERAL INFORMATI[ON Total Conditioned Floor Area __570 itt' Average Ceiling Height: 8 ft Conditioned Slab Floor Area Building Type- X single Family Addition (check one or more) Multi -Family Existing -Phis -Addition All Orientations West front Orteritatiow North I South i East < {input front orientation it degrees Train True North and circle me), Number of Stories Number of Dwelling Units: ONE Floor Construction Type: Slab/Raised Floor (circle ciec or both', FLADI A NT HARMER ireguired in climate zones 2.4, -1 a,z Required ter this submittal X yes —no BI.-ILDING ENVELOPE INSULATION Component Frame Type — Cavity Sheathing Total R- Assembly LocatiortiCamtalettta Type wd:� wood Insulation Insulation Value' U-Factor, I (attic, garage, typical, etc Wall stl = steel _77WM7_ R-Value R13 I R-Value I wall �K-Vaiue anti AsseMbIV ti-t*aCtorare not MQUIred toff FF,NFSTRATION ShadinL7 DeviceR -enestration Orien- i Area i FeneStl-Ittiun i Fenestration i Extenar Overhangsi I #,'TyPeiPos. 4 tation. (ftl� U-Fac tut SHGCI l Shadiij Att, Fins Front I From _Q6+_ Left —, Lc ft Rear EASI J Rear _32— i Skv TOTAL 78 SF < 570 SF X 20%=114 SF IS O.K. January 5,2001 (7 ERTIFICATF, OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) C, F- I R ADD11ION TO THE RESIDENCE AT 12/6/04 Feaster Title 102 S KAREN AV. SANTA ANA, CA 92704 Date HVAC SYSTEMS N,,=te input hydrontc or combined hydronic: data under Water Heating Systems, except Design Heating Load. Distnbution, Heating , Equipment Mintinum Type and Duct at Heat Pump Type i furriwe, heat EtTiciency Location Piping Therrmstat Coliftguranor, purniii. etc, _(AFLIE or HSPF) (ducts. Ank, av") R-.Valuc I '—'D c _USINBLEAll DUCT __R12_ _SF_1_BKK —SIML-SYSIEM Cooling Equipincra Minimum Duct Fleat Pump Type Effictency Location Duct Thermostat Configuration heinpump. cvap. coahns_i_ (SUR) 4arit. etc_) R-Valuc T ypc (bP1;: of pI s#Yci .SEALED DUCTS and TXVs or Alternative Measures 0 Seated Ducts (all ourtwu zones) iTrstaticr mtingand l-'ertification and HEIRS otter field verification required) 0 TXVs or Commission approved equivalent, read6y accessible iclonatc zmes :, and If. 15 drily) (lirstaillcir tesnng and certification and TIERS Raw or field yerifcation roqutredl OR 0 Alternative to Sealed Ducts and TXVs (we Package C or D Alternative Package Features for Prc_=ect Climate Zone i Chinate Zone Window SHGC Wmdow U-Factor SE ER Heating 8 .40 .75 .80 .80 WATER HEikTING SN'S'YEINIS energy' External Rated' Tank Factor or Tank Water Heater Distribution Number Input ;kw Capacity Recovery StandbyInsulation TVPC to SVstcnnl 01 btu"hi ) jullunsl I For small gas storage *awr heaters (rated inputs of leis than or equal to 75,000 Brwhr), clectni; r istatrt e, mid heat pump %au:r hearers. list Energy Far fur For large, u .A-5 swrage water hinters (Inted input ol7grtiamr than 75,01%) Rria?hr), list Rated Irvin, ke,-�:wm FrViciency ar-o Standb-- Loss. For inuaritancutis has water II list rate input and rccotiery efficiencies. SPECIAL FEATURES (add ex" sheets if necessary). Package C and 1), TXVs or Commission approveill equivalent. Seated Ducts, Radiant. Barriers (see installation requirements for radiant barriers in -Section 8,13 of ,he i 99() Resideril:al Manual). Package C: thermal mass 'thermal mass type, covering, th;ckitess, and descriptiort). NONE January 5, 2001 CERTIFICATE OF COMPTAANCF,: RESIDENTIA1. (Flage .1 of 3) CF-1 R COMPLIANCE STATEMEN'll' This certificate of compliance lists the building features and performance specifications needed to comply with Titic 24, Parts I and 6 of the California Code of Regulations, and the al-ninistrative regulations it) Implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned 'ecognire that compliance using duct scaling and TXVs (or Commission approved equivalent) requires installer zesung and ccriticancin and field verification by an approved HERS ratter. Designer or 0-wrier (per Business and ProtEzioris Code) Documentation Author Narne Jor, I0_r_______ Nam: VINCENT DINH Title/Firm: DESIGNER Ad 102 S KAREN AVE. Address: 244E 21 STREET SANTA ANA, CA 92704 COSTA MESA, CA 92627 hone: (714) 791— 5929Telephone: (949) 645-4610 f N-T s! g it att r,- 12/6/04 12/6/04 MANDATORY MEASURES CHECKLIS4 : RESIDENTIAL, (page i of,-,) MF-lk Note: Lowrise residential buildin&-subject to The Standards triatyt contain these measures regardli-ss -,)t'the compliance approach used. Items; marked with an asterisk (*) may be superseded by more 5tTingkpat compliance roquirements listed on die Certificate of Compliance When this checklist is incorporated into Itic permit decutmitts, the k-.iturr_% noted shall he considered by all Twirlics as nunimum Component perfoornatice specifications fair the inandatory rnea%ures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when compieted or enter N/A if not applicable, DESCRIPTION r DESIGNER ENFORCEMENT Building Envelope Measures: X X MOW- Loose fill insulation tuartufactutei's labeled R -Val uc. I Minimum R- 13 'Kati iris tartan in wood teamed walls cw equivaleut U-Factor in maal fraritc, walls X X (ducs nut 2pply to exterior mass f ifotd)Minimum 14 - i " nuscd floor insulation in Trained. floors. I $()(t) Slab edge fns-latwn - water absorption rate it) t7rvAicr th�IIO.30 water varrtrwitunm icrn tole no IES,�ur than 2 0 MnrLi�clr Indicale ryV),! and fornit X X 110-17. Feivestranut; r mfucts. Exterior Doors, and Infiltraturn+xMinvition CaritrriU X X 1, Morsai-A tvindows betwvm condthomd and unconditionod spaces designed to limit air icqkar 2. Fericstration prodocm(except field -fabricated) have I" with crAifir.4 (,!-Factor, citaffied Solar Heat Gam Coufficicut (SHGC), and iolilualim certiricatiun. 3. Exterior door- and windows weatheiNtripped; at] join$,; and penetration, caulked and scalod. § t5O(g)! Vapor hASTICT.R ITIAMUII(Ity in Climate 7,anfti 14 and 16 only. § 150(0 Spcciul Infiltration barrier installed to comply with § 15; meets Cuntirassion quality standards 1 50(cy frisiallation Of fireplaces, 1kcorauve Gas Appliances awl ties Logs X X P kfasort-V and factory -built firoplaccs have: a. Chimable metal or glass door b Outside atr intak; with larripet and corriocAl c Flue damper :M6 cimtrol tinuous burning gas pilot lights alkwiod, space Conditioning, Water Heating and Plumbing System Measures: q 110-§ 113. HVAC t.quiprnou. watcrhcalcxs, showerhe"Is and litucets certified by the Comittustism. X X §150th)- Heating anitfor ccelmg lcad5 calculated III accordwict; wtth ASTIR Ar-, SMAONA (it ACCA I I 50(s). SotlAck thentimuci on all applicable heating an44w cooling "ctins. X 4 X § I 50li): Pipe and tank Insulation I Storage gas water heaters rated iailh an Energy FActor less than 0.58 must be externally wratpried with insulation having aii installed theroul rcsistaticc of R - 12 or greater. Z I int > feet ofptPc7s, closest to water heato Lank- non -recirculating symnm insulated {R-4 or greater} 3. Back-up tanK4 for solar iiystcrti, urifned gota9v 13tiks, or oftwir induvi;i hot water milks have R- 12 ritictual tasulatian or R- 16 combined insuintikur. 4, All huried X cxpascd piping insufaim in recircubving icrtumi ofticir water systerni 5 Coolitig system piping below SV F insulated 6 Piping insulated beitwen heating source and indirect hot water limk. Jzinuary 4, 2001 MAINDATORY MEASURES CHECKLIST: REStDENTIA1, (Page 2 of 2) M F- I R Mft: Lotvrtsc resirknitial buildings subject to the Standards must contain th= measures regiviliess of the ccinipliartce approach used. trems marked with an asterisk (11 may be niperseded by tricirr. stringent compliance requirements listed on the Certificate of Compliance Nklien this choddist is incorporated into the permit dmunwins, the frAiurcs; noted shall he considerud by ail Iranics as nuninturn compoirttrii perforrmant:e specitications for the mandatory aitasures whelhor ihe.v are shown ebiewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter NIA if not applicable DESCRIPTION ____._____ _PFS1GNER 1 ENF0_RCF_MEN'r Space Conoltdoning, Water Heating and Plumbing System Measures- (continued) 1504m) Duo& and Painx 1. All ducts and plaiturts tustallcd. aeaicd and aisA)bW to meet the mquipeinent offlic ONS (710CSecnalls W!, 03. (04, and Standard 6 3,ducts insulat-A to a mintinufu Installed lev6 of R .12 at encloseticn.'ely in condittoricd spat Operittip Shall be settled with mistic, tape, aerc-M sealaraL or Other duct-,;losurc ffmastictie dips isI's`cd to seal Ittcnnigs giemcir than 1:4 inch, the cuniblualIcal 0 ulitwit: Wd caber1"47:sh ur tape shall in, La.1, Building C4VWCS.4uil? not t%' u,"i fis cunvvy4ni; vottithboned air Joint, and scams of dudSystemsand m JicompLinents shalt no. be sealWith cloth back rubber adhesive duct tatic, unless such tic: k used In -Co mastic and drawbands. 2. Eshautsi fan "arns have 5ack draft ur auturruiac dampers. 3 &pnc have either automatic Or rc:.111g inanualIV onecawd .43nmcm. �114 X X I 3vitcm is certified with 78% Thermal eficuracy. M-Off switch. WCRThCrP1OOfOpeia14uV, unthuct" electric m"arice heating and no nwit light. a At least 36" of pipe between fih�^,A hater for futurr tolair hearing IS Cover for otittiloot PkIols of outi_4"O. spas 3 pool system has directional iftivs, and a Circulation pump time Switch, ttfI I 5. (iii-S fired central furnaces. pool licatem spa heaters at household cooking applitarlacti haw no X X ontinuousl hum' sta. light- (FucPtion N011flCitricid co0iii appliances, with quaff! < 150 Brefir) Lighting Measures: X § 150(kit : Luminatrett for general ligliting in kitchens shall have lamps with an efficacy of do huncawwart X this gmurul fighting ahnitl be controlled by a switch on a miwilv A"%;6sibir 110"ing control Pont! at an eptranee to the kitchen. S15012 Rmrris �ith a 6hcrvzx -ar bathtub must have either at leas one houniatte with taml t. with an X X efficacy of $0 {otters/watt or gmaicrswitthcd at the cartinco in ritenwin ornor t)a,*the ;iitcinativtstoliars retluircrinin ailtiwedui §IAok)_7_ and rcmsscAlctujaue fixtuiusave IC (mtu�jion coverialtirroved, PLANN_YNP MASTE�R J.D,;,Q_-7� DISCR. Trpj�, PLANN-1, DATIE: BAT: PLA".7 -D COWAC� Co'�t (714) 667-2700 All &TRUCT lead AL ACCEPTE DO 71r, rl 717.^ PL '�k t, A 12 On t�ofld Dwn This Inc 0" Osir-S tT_,f`1 at Ell vinns,14' changm or �cziorf fforn the allSnatima on &,!= I. City of Santa AMSI. The accmtance of this rl� IN " ns SHP kLL NOT _10,., szu vioiaWn of an, be hc;ld to PSMAM MT Lavy. provisions 01 ANY 07, M par., I, in� ANA J _23 N E W R F A REA RIf3GE 00 ATTIC VENTILATION REQUIRED: 570 S.F: 150 3.8 SF Q0 PROVIDED: 460 SF = 4 SF LEGEND ry [---I HARLEN DOMER LOUVRES : DL24 J NOTE GALVANIZED SHT MET. (28Ga.) ROOF 1 3- 12 3:12- VALLEY FLASHING IS REQUIRED 71L! V-6- .. ........ 3:12 3:12 3:1 I _6 F S.!4 /> 12'- 2" 13'-6" _8" 10'-0" 44 -4 1%1 ROOF MANUF, : 'GAF' SLATELINE R()OF- PLAIN' UL CLASS A RATING OR APP. E0 SCALE : 1/8"= V-O" I— Cl) UJ 2, C> C"i PROJECT SUMMARY: 1. PROJECT ADDRESS : 104S KAREN AV SANTA ANA, CA 92704 BOLSA AVE 2, OWNERS: JOE ROMOS 1021S KAREN AV. > SANTA ANA, CA 92704 LU CL 0 TEL: (714) 418-1846 0 LU < 3. LOT SIZE: +-7,011S.F. z T_ MCFAiDDEN A`, PARCEL NO. 108-345-04 FUGHT AV SITE 4. BUILDING SQUARE FOOTAGE < A. 'E) GROUND FLOOR 954 SF z UJ B. (N) GRND. FL. ADDITION: 542 SF C. (N) ENTRANCE AREA: 28 SF E'DINGER AV E TOTAL 1,524 SF D. ONE GARAGE: 202 SF 5. CONSTRUCTION TYPE: VN 6. OCCUPANCY GROUP R3—U1 VACINITY MAP 7. CODE APPLICANT CBC, CIVIC, CPC, CEC 2001 it 63'-10" Q Je* 01TE P1.1-AN SC;Ai F: 1 /8'_ = F - U REVISION: PL* CHECK SUBM 17TAL 1144- OFES I - ..XP 06/30 a P 06J NO. 36957 C CIV IVIL C z 0 <1 BY ate 4 11/05/0418 Scale N C AS NO-FEE-I'D Job Dralf-c* Ne 1 -5 tifaee sad not REVISION: AAN C14ECK SUBM11 TAL B 25'-3" 12'-2" GROUND FLU"OR PLNN 13'-6" Tlfm� mm 10'-0" ALUM. SINGLE HUNG ALUM. SLIDE ALUM. SLIDE ALUM. ALUM. SLIDE TEMP. GLASS ALUM. T --- SLIDE • I- ass LLCORE' LCORE, all 3 12 3 COMPOSITE SHINGLES CLASS 8 TO MATCH EXISTING 33?-3- (E) STRUCTURE Nrl% I —Ili t—% IL a �,n-�,TH ELEVAT11i N COMPOSITE SHINGLES CLASS 8 TO MATCH EXISTING 12 3 SCALE : 1/44= l'-C-l" EAST EL EVATION QrAl � - I IA"-- 1'-0" -------- --- R30 BATT INSUL. R13 BATT INSUL 'E'3ECTION A -A SCALE: 1,/4"-- 12 COMPOSITE SHINGLES CLASS 8 TO MATCH EXISTIl 12 NG0 S • B I= um N(), 36957 COMPOSITE SHINGLES TF OF CLASS 8 TO MATCH EXISTING 12 3 R13 BATT INSUL. - Nwi .1 Is, C14 uj < > ui < Lo uj 2 xt Lij (j) 0 w 0 'q 0 M -T I > < w 0 ui < cr- Z < Z 0 < w U) WhAl z 0 Lo z 0�- z 0 < U) 0 "Z < Jale 11/05/04 I 5'4e AS NOTED I Job Project No Sheet A - 0 2"" 5 Sheets, m. 25- 3" ROOF SHEATHING NOTES: 1/2" THK. PLYWOOD (ALTER: 15/32" OSB) RATED SHEATHING (PI 24/0) W/ RADIANT BARRIERS MUST BE LESS THAN OR EQUAL TO 0.005 AS TESTED W/ 8d NAILS @ 6,6,12 01C SCALE : i,/4"= 1, 0" NOTES SHEAR WALL SCHEDULE ALL EDGES OF PLYWOOD SHEAR WALL MUST BE 7 WHERE PLYWOOD IS APPLIED ON BOTH FACES OF 11 THE VALUE FOR GYPSUM (DRYWALL) MUST BE BLOCKED WITH 2X SOLID BLOCKING MIN. A WALL AND NAILING SPACING IS LESS THAN 6 REDUCED 50% FOR DYNAMIC LOADING DUE TO INCHES ON CENTER ON EITHER SIDE, PANEL EARTHQUAKES IN ZONE 3 & 4. 'DESIGNATES SILL BOLTING OR NAILING WHERE JOINTS SHALL BE OFFSET TO FALL. ON SHEAR WALL SHEATHING IS TO BE APPLIED TO BOTH DIFFERENCE FRAMING MEMBERS OR FRAMING n12 USE COX, CC OR STD SHT'G, IN LIEU OF SIDE OF WALL SHALL BE 34NCH NOMINAL OR THICKER AND STIR II PLYWOOD, ALL PLYWOOD SHALL BE WALL SECTIONS HAVING A HEIGHT TO LENGTH NAILS ON EACH SIDE SHALL BE STAGGERED. DOUGLAS FIR. OTHER SPECIES MAY REQ. CHANGES, PROVIDE LONGER SILL BOLT @ 3X PLATES. RATIO IN EXCESS OF 1 112 TO 1 SHALL BE BLOCKED. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE STUDS SHALL BE SPACED MAXIMUM OF 16"O.C. 98'X 10'A.B.'S @ 48'O.C. UNLESS OR PANELS SHALL BE APPLIED WITH LONG PAPER BACKED SELF -FURRING EXPANDED METAL OTHERWISE NOTES ON PLANS. DIMENSION ACCROSS, STUDS. LATH WITH ICBO APPROVAL. tel n ALL INTERIOR NON BEARING & NON SHEAR- 14 NAILS SHALL BE COMMON NAILS. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH 1_� NOMINAL OR WIDER & NAILS SHALL BE STAGGERED. WALLS MAY BE ATTACHED TO CONCRETE SLAB SILL PLATES SHALL BE 3% PROVIDE LONGER SILL BOLT WITH HILTI DN72P8 @ 24' OIC/(ICBO#2388) n16 STUDS SHALL BE A MAX OF 16- O.C. & PANEL APPLIED WITH LONG DIMMENSIONS ACROSS STUDS. 1® ALL SILL BOLTS SHALL. HAVE MINIMUM STD CUT- 3/8* INNER -SEAL OBS STUCTURAL I SHEATHING MAY WASHERS OF 2 1/2X2 1/2Xl/4* BET. NUTS & SILL Rra PROVIDE 3X SILL PLATE FOR ALL SHEAR WALLS BE SLI8TTrUDED FOR 3/8" PLYWOOD. PROVIDE SAME PLATE SEISMIC ZONE 3 AND 4. #11 (V>350LB/FT) THROUGH #14 AND WHEN SHEAR- NAILING AS SPECIFIED FOR PLYWOOD. ALL. PROVISIONS PANEL IS APPLIED ON BOTH SIDES oFTHE WALL. FOR PLYWOOD SHALL APPLY TO OSB SHEATHING. MARK WALL TYPE BOLTING SILL ALLOWABLE EXTERIOR WALLS INTERIOR WALLS SILL NAILING AT UPPER STORIES A2 ��;2 drywall with 5d cooler nail 0 7*o/c edge & field I e 25-1 UBC) Unblocked -Note 3 & 9 below —SHEAR 100 PLF *200 PLF 5/8-0 0 72 a/c 8 38 oyc _�E - 7/3� Shot In 32 ox. 5/8 0 C _M72/ 16d 0 1§* ox. 16d 0 8 o.c. drywaill with 6d cooler nail 0 7'o/c edge & field VOIL 25-1 UBC) Unblocked -Note 3 & 9 below 115 PIF *230 PLF 5/8-0"0 72"o/c _� 0 43 oyc --- 7/3� Shot in 32 o.c. 5Y8 0 *� �oc 16d 0 J* ox, 16d 0 8 o.c. 2' drywall witil 5d cooler nail 0 4'o/c edqe & field �4able 25-1 UBQ Unblocked -Note 3 & 9 below 125 PLF *250 PLF 5/§"0 0 72'o/c 5/8'0 0 36*o/c 5/8:0 0 72' o, c. 5/80 036o,7� 16d 0 1,�* o.c. 16d 0 6 o.c. A5 dTaff wi d cooler nail 0 4*o/c edge & field (Table LIBC Unblocked -Note 3 & 9 below 1.15 PLF *290 PLF 5/8*0 0 69"o/c 5X8"o 0 34"oyc 5/8'0 0 69* 5/8'0 0. 34" 0 C' o7� 16d 0 1* o.c. 16d 0 6 o. c. 2�L [2" blocked drywall with 5d cooler nail 0 4'o/c edge & field 25-1 UBQ Note 9 below 150 PLF _*300 PLF 5/8-0 0 67*o/c 5L8*0 0 33"o/c 5/8:0 0 67* oc 5nO S_33%7e' 16d 0 8* o.c. 16d 0 4' o.c. A -iYaw blocked with 6d cooler nail 0 4'o/c edge & field Ze 25-1 UldrCY)Inblocked-Note 3 & 9 below 175 PLF *350 PLF 5/§:0 0 57'o/c 8*o -c 5/8-0 0 57' oc 5_8"O 0 28*oY 16d 0 8: ox, 16d 04 o.c. 7/8 " stucco over paper backed loth w 16 do. staples at 6*o/c at top �e bottom plates, edge of shear wall and on field Report No. 1823, Feb. 1973) or (ICBO Report No.1318. Feb.1973) or (IGBO Report No. 1254, FebI972).Note 4 below 180 PLF *360 PLF 5/80 0 55'o/c 51TO 0 ?§Wc 5/8% 0 55' oc* 1 5/8"o 0 28*o/c 16d 0 8* o.c. 16d 0 4* oc. 3y8* P?ood Struct I tip. or Std Shtg with 6d nails @ 6"o.c.0 edges & lZo.c. field c 3. C able 3-11-1-1 LIBC) No e 1, & 10,14,T5 260 PLF *520 PLF 5/8'0 0 38'. o/c 518"0 0 1 VoLc 5/8'0 0 38* o.c. _5� 0 @ 1 9"o/c 16d 0 6' o.c. 16d 0 3' o.c. 3/8' Plywood Struct I typ. or Std Shtg with 8d nails 0 4'o.c.0 edges & 12'o.c. field 23-11-1-1 UBQ Note 1. 5. 6 & 10,14.15 below 380 PLF *760 PLF 5/8*0 0 26*o/c 5XEr0 0 13*o7c 5/8:0 0 26' o.c. 5/8 0_0_13"o/c 16d 04 o.c. 16d 0 2" o.c. _(Table 3/8' Plywood Struct I typ. or Std Shtg with 8d nails 0 3"o.c.0 edges & 12"o.c. field Table L10C) Note 1. 5. 6 & 10.14.15 below_�;n 490 PLF *980 PLF 5/8*0 0 20"o/c 3 . 0 18"o/c 5/8"0 @ 20' 3, /4"0 0 16"o�ccl 16d 0 3 1/2* o.c. N/A 1A3/8' --ITable- Plywood Struct I typ. or Std Shtg with 8d nails 0 2*oc.0 edges & 12'o.c. field 23-11-1-1 UBC) - Note 1. 5, 6 & j 0 �14 15 below 640 PLF *1280 PLF 5/8-0 0 18:o/c 3;L4*0 0 14 a/c 5/8:0 @ 18- o c .3 40 0 14"o7� 1 02 1 2 o.c. N% A4 15/32'Struct I Plywood with 10d nails 0 2"o,c.0 edges & 12'o.c. field over x studs (Table 23--1I-_-I_UBC) ate 1 5. 6 & 10, 14.15 below 870 PLF 3/4"0 0 15*o/c 3/4"0 0 21" o.c. N/A CN CONC. SLAB NOTES: 1, NEW 4" THIC CONC. SLAB W/ 6X6-#I0X#10 WWM OVER 2* SAND & 6 MIL VISQUEEN 2. HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 12 ;Z�_ 13 rTrr:;:-- __ 44'-9- (E) STRUCTURE WEz`)'T ELEVAT ION SCALE - 1/4"= 1'-0" IN ( 1 F u _)"NDAT1 ON PLAN' S AC E E : 1/4 1'-0', m �F�' 0 Ali _-J co Lu Fx�,_ 0 130106 CC Ir4rj,0 316957 NO. 36957 GRND. FL. REVISION: =W,4 CHECK SUBMITAL M I CD 0 CY) z ,date 11 /05,/04 Scale AS NOTED 11m Project No. Sheet A-0011 ot, 5 Sheets REVISION BY 3 PLM CHECK SLOt FTA �- `- --- 2X4 STUDS 0 16" O.C. --BEAM SEE PLAN CEM. PLASTER - - A35 -PLATE NAILING - - ROOF SHEATHING � � ���OVER MET. LAIN W/ 8d NAILS �° Z,�trO,G CALIFORNIA FRAMING I f B.N. 3 { 1 ` # `./ ---- 2X4 TREATED SILL WITH % ` __ __ BC. PC. OR CC. SEE PLAN ! SHEAR e ALL _.-- -- ! 5/8" 0 A.B. AND 2X2X.3/16 WASHER, {2x ROOF RAF RSEE PAN 7` MIN. EMBED. Ai 48' G.C, B.N. 14� ORiI✓S� tI IN t 3 1/2" CONE. SLAB NTH 6X6ROO( FRAMING(TYP. --.__4X4 KING POST #10--10 WWF.x R.R. -- --.. 2x STUD M 16" O.C. �a 41 i d _ -�--------- WALL SH-IHG., SAFE AS BELOW i B.N. 2x BLK'G. f - f-- BEAM, CJ. SEE PLAN { I I { ROOF SHT��I #�G. � MAIN � a ROOF TO BE EXTENDED TO MAIN ROOF SUPPORT1. FRAMING AT -- ----� 8d N. _ ___ _ __ __ _ + j STUCCO d ____ 20 SAND OVER 6 MIL G.I. STD. t 0 VISQUEEN BARRIER �. 3 MAIN ROOF l d 4 a I B.N. i � �--- � � � 4VEF.P SCREED a�_._..� • � � 1 A35 PLATE NAILING i I I i i ( I -! - 1 9 ( i I i i I' d - 4 CONT, (D AT 16" 0/C TYP. _ _ ---- BC. PC. OR CC. 1 x L. TOP LATE � � 1'-0" > W � SEE Pik! 2x STUD 0 16 O.C. „ WALL SHEATHING 1 dA i u3 -- 2x4 R. R. 0 CALIF. FRAMING @ 16" O.C. I._ __ (U.N.O. PROVIDE _____._-._._.. _ _....._ - ._____ �.,� __-- -- -- _�__..__w____�...___ ..�.._,._._ - �. ___�._ �v `� � I INTERMEDIATE SUPPORT Irv. 0 ui � °' 'E$'-O" O.C. MAX. PER i I a I- G EL CN t CALIF. ROOF SHEAR ALL CALIF. FRM'G. (PLAN VIEW) -_. 2x CONT. W/ 16d — - ROOF SHEATHING 0 CALIF. PLYWOOD SHTG @ 16" O.C. FRAMING 3 MS r 37 @ 4'-0" I M 2x MAIN R.R. 2x R.R. / EXISTING WALL - _ __---___._-. OR TRUSS ; ROOF SHEATHING w �C - , fW-- 2x R. R. I---4X24" DOWELS @ 36" O/C L or- 6- < B_N. CALIF. FRAMING j '" M EMBED. W/ EPDXY ICBO#ER-5279 < C. 1 B.N. EXISTING FLOR SLAB __ r EXTEND ROOF E' i NEW FLOOR SLABco SHEATHING TO WALL. I AND FOOTINC7 / 0 a> • 0 qqq HIP OR RIDGE SliviPSC3N SUR/Sl1L r iT - -- i t - _..__._.__..------- ~~ I ' BM SEE PLAN t HANGER 6" 1 -- 2X6 PURLIN & 2X4 KICKER -' -��1 2x6 RIDGE BM. W/ y AS REQ'D. TO LIMIT R.R. TO , 2-16d TOE NAIL TYP. 1 _-------- - 8'-0" SPAN MAX. EA. FACE AND E- A. SIDE -KING POST 1 CALIF.ROOFTO18 GYP.. CALIFORNIA FRAMING RIDGE �� � ©gyOFE 0' (---CS 16 STRAP OVER HEADER. CONT. 32 MIN. E.S. "G� OF HEADER. TYP @ T & B 41 m E;r:J / vC rn BOUNDARY FAILING 6" O.C. U.N.O. - - -- NO.36 15'7 m 2X RAFTER PLYWD SHTG PLYWD. PANEL*s s SEE PLAN LAY PERP. TO _ - __ ROOF FRAMING _..� � �: - Y �. _ .� � BIN. _ EDGE NAILING (6. O.C. U.N.O.} -- HEADER 9T� 0 CtVt' ®Q'`� f' _ E.N. F CA � �., - BOUNDARY NAILING ( ) M ~-� ROOF FRAMINGt . 3x #� 2ND ROW (TRUSS/JOIST/RAFTER) I PLYWD. SHEET I ° r STAGGERED ' FIELD NAILING - f1E. 12" O.C. U.N.O.} SIMPSON SURS / f I 4X VALLEY ----- HANGER BLDG. EXT. WALLS i®� Ida QS01 I I rYP. ROOFFLOOR P1.YWD. LAYOUr ~� _._-- —.-- A.B. PER S.W. j OM c -. 1 BLKG WHERE REO'D. SCHEDULE I ACROSS FULL t 4 f LENGTH OF S.W. F,8,A'L .1,° s f f TYPICAL OPENING IN SHEAR WALL z 19 15 VALLEY DETAIL 11 TYPICAL ROOF& FLOOR LAYOUT 7 3 END OF ROOF 1 SHEATHING' 1 N 8 zx RAFTER ----------�-- IMPSON A35 SIMPSON A35 i LA. SIDE --- 1 EA. SIDE ROOF SHEATHING - -- ------�---- � � � ' 2X BLOCKING __ --- i B.N. W/ 16d FAILS @ 6" O.C. -�_ 8"X6" 1_&G I0 z 2X F3LKG - �'✓ - BOARD p 0 0 ---- 6X 16d � CD - - --SIMPSON A35 0 0 0 _._.. EA. SIDE - .-- - -� 16d NAILS - ; - - - -F{IP BEAM @ 6 O.C. SEE PLAN TOP PLATE i Date 11 /05/04 } - 2X CEILING JT.�.._ _ / `i 2X BLOCKING Scale AS NOTED r 3-16d TYP.- FASCIA - -- 2X --2X4 STUDS � 16" O.C. job j SHEAR WALL --- ProiWi No. SEE PLAN She SD-1 20 16 I Of 5 Sheets R REVISION: BY 1 GENERAL PUkN CHECK SUBIMH rAL 11, Concrete shall have a minimum twenty --eight day compressive strength, FC, as WOOD SHEATHING 13. Main circuit breakers on exterior walls shall lie closed, make all necessary 1. Work performed shall comply with the following unless otherwise noted. follows with a minimum of 517 lbs. of cement per cubic yard: - -_� _�� provisions during framing. A. California building code, 2001 Edition, 2001 UMC, 2001 UPC & 4001 NEC. � 2,500 1. All structural plywood sheathing shall be marked D.F.P.A, B. Appliance local, state, and federal codes, City ordinances and regulations. i Pad footings _ __ PSI. 14. Install electrical light fixtures (to be selected by owner) where indicated on �- t _ 2,500 2. All exposed sheathing shall be CC X, T & S grade, plans. 2. On the site verification of all dimensions and conditions shall be the responsibility m W Cant footings PS{. of the sub contractor noted dimensions and building code requirements ciao#! taken 2 500 Slab an grade PSI. 3. Roof sheathing shall be 1/2" CDX unless noticed otherwise. MISCELLANEOUS prescedence over scale. 1 , ._ _.-- 4. Roof sheathingshall be made 5 8 thick plywood l & G underla ent grade with 1. Drywall nailing shall be according to U.B.C. requirements for es and thickness 3. Plan approval by the governing agency does not constitute approval of non --�- / +� p Yw � Yw 9 9 q types { 12. F{yish is not acceptable. exterior glue. Nail with deformed shank nails unless noted. Nail with 10d i 6" O.C. being used. All drywall applications to be inspected and opproved prior to taping. compliance with applicable code. Portions of the plan or specifications which in edges and 10" O.C. field. Exterior plaster lath nailing shall also be inspected and approved prior to plaster unclear or is anbigous must be referred to the owner or architect for interpretations 13. All exposed concrete shall be sprayed with a concrete curing compound at the g or clarification. recommended rate of the manufacturer immedicately after finishing. The curing application. 1 5. Roof nailing shall be 8d at 6" O.C. edges and 12" field. compound shall comply with ASTM C 309. Other methods of curing may be used per 9 Construct bidfthid bd 4. onsrucarrcaes, fences, etc... when required code. ACI 308. The curing proccedure shall remain in effect for 7 days minimum. 2. Provide cross ventilation at enclosed attic and rafter spaces per 1/150 of area l 6. A{{ plywood shall be staggered and face grain shall run perpendicular to supports. to be vented or 1/300 provided that 50 of required ventilation area is provided by 5. Contractor shall consult all representatives of city, gas, light, water, power, and - STRUCTURAL WOOD I standard wail or roof ventilators. Provide" vents at freeze blocking. I All plywood shall be stomped with panel identification index.. phone companies, concerning availability of service before starting work or connecting t g 9 3. All roe hsawn and resawn lumber to recive stain. Do not rime. facilities. I 1. A{{ woad members shall be [.ou ias--Fir or Larch as rode marked by WCLA. g P MIN. 24/0 for 3/8" or 1 It /2" roof sheathing spanning 6. All work shall conform to local codes, state, and federal law. 2. Plywood sheathing shall be Douglas -Fir conforming to commercial products � MAX.. 16" with unblocked edges or 24" with blocked edges. 4. All glass lights where the least dimensions is greater than 18" and where less 1 � 4-- standards PS--1 and shall be grade marked in accordance with APA. � MIN. 32/16 for 5/8" floor sheathing spanning MAX 16" than 18" above adjacent walking surface shall be fully tempered. Glass enclosures at 7. Contractor shall verify all work and dimensions on drawing and report any 1 1 tub and showers to be fully tempered. discrepancies to the orchitect or engineer before starting work. U l _ 0 3 Wood grades (unless noted otherwise): 8. Nailing of roof, floor, and wall sheathing shall be inspected before covering. LLJ < CD � Horizontal members: 5, Al! glass and glazing shall comply with table 24A of the 2001 C.B.C. and roust 8. All materials shall be of the best of their respective kinds. All labor shall be -� � L Dt,l. Top Plates - Grade #1 l be labelled safety glazing where ;.utilized in areas subject to human impact. performed in the best possible mariner by skilled persons. Joists and rafters - Grade #12 STRUCTURAL -� � Beams and stringers Grade 1 _ ��� 6. All heating and plumbing steal; conform to local code. 9. Sub contractor shall be responsible for his own work and materials. � F-- Vertical Members: < f GENERAL a � 2x4 - Construction ;rode _ 7. Water heater with non rigid connections shall be strapped for lateral support. 10. Sub contractors shall keep the premisses clear of debris and rubbish caused by 2x6 studs & larder Grade #2 1. The contractor shall verify all dimensions, elevations, and site conditions before his work. CD 0 Posts & Timbers - Grade 1 8. Flash all exterior openings with approved waterproof building paper to extend at � starting work and notify the architect irmmediately of any discrepancies. # least 3' under the building paper behind the wall covering. 11. Any deviation from the approved plans and specifications shall be at the sub 4. Cutting, notching, or drilling of beams and joists to be permitted only as 2. A{{ omissions and conflicts between various elements of the working drawings contraf:,tors own risk, unless prior approval is obtained from the owner or architect. detailed or approved by the structural engineer. and/or specifications shall be brought to the attention of the architect before 9. Provide one layer 15lb- asphalt saturated felt under exterior plaster or wood ¢ preceeding with the work so involved. skiing. 12. No trade shall cut or bore into any structural bearing beam, joist, or post ! 5. Unless otherwise specified, all nailing shall conform to the latest edition of the without obtaining approval from he building official. l U�3C. 10. interior finish steal{ {-Dave a minimumminimum flame spread classification of 1i1. 1 3. Contractor shall determine the location of utility services in the area to be ENERGY 6. All sills or plates resting on concrete or masonry shall be pressure treated excavated prior to excavation. , s 1. Finish hardware and house or unit numbers shall be selected by owner and _ - doe lac -fir + installed by finishing carpenter. 1. All exterior walls shall be insulated with blanket type mineral fiber or lass fiber g 4. No pipes, duds, sleeves, chases, etc.. shall be placed in slabs, beams or walls Yp 9 all unless specifically shown or notedContractor shall obtain prior approval far insulation conforming to federal specification HH1 521 with a thermal assistance (R) M . 7. All bolt heads and nuts bearing on wood shall have standard cut washers and oil SKEET METAL of not less than R-13. `"` ram I installation of any additional pipes, ducts, ext... Refer o architectural and mechanical - -- d < f I bolt holes shale be drilled 1/32" in diameter larger than the bolt diameter, plans for all pipe, duct, chase, etc... locations.- Z 1. All meta{ to be 26 ga. gaiv. iron unless otherwise rioted. 2. All ceilings of roof ceiling assemblies shall be insulated with blanket type mineral LLI W 8. All sill bolts shall be placed 9" from the end of a board or from a notch and 5. All material and workmanship shall conform to the requirements o the latest. j or glass fiber 'insulation conforming to Federal Spec. HH1 521E with a thermal spaced at intervals noted on the plans. edition of the UBC. 2. Flash and counter flash at all roof and wall connections. resistance (R) of not less than R-30. 9. All framinganchors, post caps, column bases, etc... shall be as manufactured r 3. G.I.flash roof valleys, roof and wall intersections, and wall and deck intersections. 3. The building design meets the requirements of Title 24, Part 2, Chapter 2-53. c� - 1 P p 6. Unless ;otherwise noted on she drawings, the details on this drawing shall be 9 g q p r � � � i by the "Simpson Company." used whenever applicable. 'Where no detail is shown, construction shall be as shown � � surfaces. U! F r for other similar work. 4. G.I. fiesta and caulk wood beams, outlookers projecting from exterior wall or roof 4. Insulation installer shall post in a conspicuous location in the building a 10. Provide booking or bridging per UBC, � certificate signed by the installer and builder starting that the installation conforms j FOUNDATION ; � with Title 24, Chapter 2 -53, and that the material installed conform with the j 11. Provided double joists under all parallel partitions. 5. Provide continuous 26 ga. gaiv. stuc co weep screed at sill plate of all exterior requirements of Title 20, Chapter 2, Subchapter 4, Article 3. 1 plastered walls. Finished excavation for foundation shall be neat and true with all loose material and 12. Top plates of all wood stud walls to be 2--2x, unless noted otherwise. Lop 48" standing water removed from excavation. 5. All insulation materials shall be certified by the manufacturer as complying with r 6. Furnish and instal{ all other sheet metal as shown on plans. This building shall the California quality standards for insulating material. ` minimum with not less than 20-16D nails at each lop and not more than 12" O,C, comply with the following minimum standards of construction to insure resistance to . Bottom of footing shall be at least below finished grade. unlawful entry. I 13, Pre drill for nailing, when nail spacing results in the wood splitting. - 6. Doors and windows between conditioned by the manufacturer as complying with Soil design pressure. 1,000 PSF (assumed! the garages and compartments for central air gas furnaces shall be fully f SECURITY 9 Notching of studs in bearing partitions shall not exceed 25 of the width. 1 { weatherstripped. I Notching of studs in nonbearing partitions shall not exceed 40% of the width. REINFORCING STEEL - Provide door viewers, view ports shall not exceed 1.5" in any dimension. 7. Manufactured doors and windows shall be. certified and labeled in compliance with f) J Bored holes in studs in bearing partitions shall not exceed 40% of the width. 1. Reinforcement shall conform to ASTM A--615, Grade 40. the appropriate 'infiltration standards listed in Table 2--53V of the energy regulations. °� 2. All exterior opening shall comply with the following: l Bored holes in studs in non bearing partitions shall riot exceed 607. of the width 1 sI j (Unless the bored studs are doubled and no more than two such successive doubled 1. Welded wire fabric shall confrorn to ASTM A--185. A. Swinging doors 8. Al{ fan systems exhausting air from the building shall be provided with back draft B 1) All door stops of in swinging doors shall be of one piece construction dampers. studs ore so bored). with the jamb or joined by rabbet to the jamb. r0-r 3. Reinforcing, detailing, bending, placing shall conform to ACI 3f5. Bored holes may not be located nearer than 5/8" to the edge of the stud and may g' g' g p 2 All in type hinges which are accessible from outside the secured area 9. Caulk around all plumbing and electrical penetrations into the building envelope. not be located in the sam section of the stud as a cut or notch. ) p 9 p g p g p 4. Welding of reinforcing steel shall conform to AWS f1 1.4. when the door is closed shall have nonremovab{e hinge pins. in addition, they shall j have minimum .25" diameter steel jamb studs with .25" minimum projection unless 10. Caulk and seal around all window and floor frames and between wall sole plates j NAILING SCHEDULE 5. Lops at bar splices shall be 36 BAR DIA. or 12 inches for concrete and 40 BAR the hinges are shaped to prevent removal of the door if the hinge pins are removed. and floors and between exterior wall panels. - ._ - _._ DIA. or 18 inches for masonry unless noted otherwise, 3) The strike plate for latcher and the holding device for projecting j j deadbolts in wood construction shall be secured to the jamb and wall framing with 11. Mosonary and factory built fireplaces shall have the following: CONNECTION NAILING 6. Vertical bars in walls shall be accurately positioned at the center of the wall, screws not less than 2.5" in length. 1) Tight fitting closeable metal or glass doors covering the entire opening of unless noted otherwise, and tied into position at the top and bottom and at intervals 4 Deadbolts shall contain hardened inserts. the firebox. Joists to sill or girder, toenail: 3-8d not exceeding192 BAR DIA. ) 2) A combustion air intake to draw air from outside of the building directly into 5) Straight deadbolts shall have a minimum throw of 1" and an ) g Y the firebox, which is at least six square inches in area and is equipped with a readily i Bridging to joist, toenail each end: 2--8d embedment of not. less than 5/8". l 1 7. Reinforcing steel shall be provided with the following amounts of concrete cover: and tight fitting damper operable, . 6) A hook shaped or era expanding lug deadbo{t steal{ have a minimum accessible, ROF s 3) Tight fitting flue damper with readily accessible control. = P SSA 1"x6" subfloor to each joist, face nail: 2-8d throw of 3/4". 0 f Cast against and permanently exposed to earth or weather: „ I 4) Continuous burning pilot lights are prohibited. <, }�Nw T A'Ct� '1>q 7) `Wood flush type doors shall be 9.75 thick minimum with all panels (- Wider than 1"x6" subfioor to each joist, facenail: 3-8d No. 6 through No. 18 bars: 2" jo , 2 fabricated fro material not less than 3 f`8" thickness provided aIl shaped portions of 2' No. 5 bars, 5/8-inch wire and smalls,: 1--1/�" 12. Ducts shall be constructed, installed, and insulated according to Chapter 6 of the panel minimum 9/16" thick. the 1997 Uniform Mechanical Code. All joints of the ducts system shall be tightly rill Z r. j 1 j Ys g Y t16i , 2" subfloor to joist or girder, blind and face nail: 2-16d �C�/ rya 1 Not exposed to weather or in contact with ground: sealed with mastic or tape. NO. I m Slabs, walls, joists: B. Cylinder guards shall be installed on all mortise or rim type cylinder locks `35� Sole late to joist or blocking,face nail: 16d 0 16" o.c. whenever' the cylinder projects beyond the face of the door or is otherwise accessible r + + � p No. 14 and No. 18 bars. 1-1/2" � P i Y 13. Storage type water heaters and storage tanks for solar water heating systems �� �'�,, � No. 11 and smaller bars: 3/4" to gripping tools, shall be externally wrapped with insulation of R-12 or greater, unless so internally sa. Top plate to stud, end nail: 2-16d � ,,6 y/sir; Beams, girders, and columns: insulated. ' C. Sliding doors and windows shall be provided with a device in the upper �SALI j Stud to sole late: 4-8d toenaii ells .rein(., ties, stirrups, or spirals: 1-1/2" g p p g g g p 4. Provide minimum R-3 insulation on water heater inlet and outlet pipe for first p channel of the movie anal to prohibit raisin and removing of the movie anal in � 1 or Shells and folded plate members. the closed or partially opened position. s 3/4" live feet in unconditioned space. No. 6 hers and lacer: r 2-16d @ 24" o.c. g-I t No. 5 bars, 5/8-inch wire and smaller: 1/2" D. Other openable windows shall be provided with substantial locking devices. 15. Insulate recirculating hot water piping in unheated spaces. R � Doubled studs, face nail: 16d @ 16" o.c. { 1 8. All reinforcing steel, anchor bolts, dowels, and inserts shall be well secured in HEATING VENTING 16. Gas fired household heating and cooling appliances, shower heads, and faucets 'op plates, laps, and intersections, face nail: 2 16d position prior to placing of concrete or grout. shall comply with the appliance efficiency standards. 1. Sub contractors shall provide and install ail heating units, thermostat vents, caps, 9. Unless otherwise noted, furnish No. ties at approximately 36 inches on center and connectors. 17 r Continuous header, two pieces: 16d @ 16" o.c. , , . General lighting in kitchen and bathrooms shall have an efficiency of not less $ along each edge in all beams and footing to secure the principal reinforcement. than 40 lumens/watts. (Specifiy fluorescent lighting). � 2. Combustion air shall be taken from outside. When heating unit is located within 10, When reinforcing, steel is to be welded, the steel shall comply with ASTM structure combustion air shall be directed through continuous galvanized steel ducts r Ceiling foists to plate, toenail: 3--8d g g 18. Thermostatically controlled heating or cooling systems (except heat pumps) shall A-706. This requirement may be satisfied by the use of steel complying with ASTM with separate ducts for upper and lower supply 12" of floor and ceiling to + A- 15 providing that this steel meets the chemical equivalent requirements and compartment. Ducts shall have .25 mesh screen at outside openings. No screen have an automatic thermostat with a clock mechanism which can or manually at Continuous header to stud, toenail: 4--8d r Pprogrammed to automatically set back the thermostat set points for at least two chemistry limits of AST A--70o, shall be `applied to ducts opening into attic. periods within 24 hours. 0 Ceiling joists, lops over partitions, face nail: 3-16d l 11. Vertical wall reinforcement shall have; no splices except at the foundations, 3. Circulating air supply shall be equal to a minimum of two sq. inches per 1000 z._ unless noted otherwise. ELECTRICAL. i Rafter to plate, toenail: � 8d B.T.U. of furnace size. l 1. All work shall be in full accordance with all applicable rules and regulations of REINFORCED CONCRETE p g 1" brace to each stud and plate, face nail: 2-8d �__�_��-�_�. 4. Provide minimum 2'0" door to feu compartment and minimum 3" clearance to governing agencies and shall comply with the requirements of the serving power and # 1. Cement with conform to ASTM C-150 Type _ 2 ._ with an alkali content less sides of unit and minimum of 6" clear to front and rear of unit. telephone companies. I 1"x8" sheathing or less to each bearing, face nail: 3-8d than 0.60m 5. Any required drawings of furnace and duct sizes or heat loss calculations shall 2. The sub contractor shall verify availability of services and determine exact i Wider than 1"4' sheathing to each bearing, face nail: 3-8d 2. Aggregates shall conform to ASTM C-33 for normal weight concrete and ASTIkrI be the responsibility of the sub contractor. This responsibility also includes any locations and requirements before submitting his bid. C-330 for lightweight concrete. necessary permits. Built-up carrier studs: 16d @ 24" o.c. ) 3. Any necessary drawings, calculations, or permits required by the governing agency1 0 P� Z 3. Ready -mix concrete shall be mixed ;and delivered in accordance with ASTM C-94. PLUMBING --- -.._ and/or utility company shall be the responsibility of the sub contractor. < Built-up girder and beams: 20d @ 32" o.c, at top and bottom and stagger, 1. Sub contractor shall furnish all labor and materials necessaryfor the complete 20-20d ends and at each splice, 4. Admixtures may be used with the approval of the structural engineer. S. P 4. All materials and equipment furnished and installed under this section steal! be installation of the plumbing system together with all necessary auxilliaries, excluding guaranteed b the sub contractor for period of one year from the date of Admixtures lased to increase the workability of the concrete shall not be considered 9 Y P Ye i to reduce the cement content, the work done by others. acceptance of the work by the owner. I 6 2. Any necessary drawings, calculations, or permits required by the governing agency 5. All equipment installed outdoors and exposed to the weather shall be waterproof. i 5. Refer to the architectural plans for moulds, grooves, ornaments, clips, or q ( p p textures required to be cast into the concrete and for the location of depressions, j shall be the responsibility of the sub contractor. 6. Receptacles in a kitchen and bathrooms shall be installed above counter top. p curbs, and ramps. 3. All fixtures staa{1 be new and o, the best quality of the brand specified and shall be non absorbent throughout and free from chip, waves, kiln marks, or discoloration& l 7. Receptacles in bathrooms shall be on a ground fault interruptor circuit. (GFI) 6. Corners of slabs, beams, walls, colranFns, etc... shall be formed with a 3/4--inch ; i Nate 11 /05/04 chamfer unless noted otherwise. 4. Use service weight cast iron.; waste and vent piping tarred inside and out. Joints 8. Receptacles shad be installed vertically at 14" above floor unless otherwise noted. 7. Concrete from tolerances shall be within the standards of the ACI- shall be lead and oakurra for 2" diameter and over, "no hub" cast. ;ion or plastic pipe i Scale AS NOTED ! may be substitued where allowed by local code. I 9. Wall stitches to be 42" above floor. 8. All reinforcing steel, anchor bolts, dowels, and other inserts shall be secured in ,lob position and inspected b the local building official prior to the placing of an �. All pipes staali be securely fastened or suspended from wood with straps to 10. All electricity operated fixtures, outlets, equipment, or devices whether installed 1q14&5 p p Y p p g Y prevent noise. 1)concrete. by this contractor at others shall be fully connected to proper electrical source and Location of all construction joints not specifically indicated in the plans shall be 6• Soundproof an pipes in contact with wood. left in operating condition. Project No. ca t + p Y P P -_ reviewed by the structural engineer prior to placing and ordering of reinforcing steel. 7. All cleanauts shall be brought to outside wall wirers practical. 11. All outlets located in garage arid laundry area to be ground type. Sheet S j 10. Concrete floor slats variation from level to 1 8 inch in ten feet max. 12. All outlets located at the exterior of the building to be grounded type and N1 H / 8 Gas pipe shall be scheduled 40 black pipe with maleable fitting. i f g fi waterproof.