Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
10140307.pdf
lW Ak A A, A C-oe A _r O�NNE 1101R. 4 t+#IRS. SHIF1.ME**fo 14114 I=L.00*1011;� CIRCL�!Ww! SANTA ANA, CA ARCHITECT: SCHAETZEK ARCH17EC75 ♦ t , SCHAPTZER, ARCHITECT 1400 N. LAN�5ER7 Rr:). 57E. r= RREA, CA cl2a=l TEL: CONTRACTOR: HERRIN CON57RUCTION I.WINK HERRIN 5600 SUSAR FINE C)R. TEL: *iooOR5A LINC�A, CA 41255 57RUC7URAL: THIS STRUCTURE 70 ;:;E BUILT ACCORt;)IN6 70 THE CONVENTIONAL LIeH7 f=RA�4E CON57RUC71ON PRO- VISIONS OFE 7HE- CURRENT UNFORIol ARA7E PERM7. INDEX: A I SITE FLAN, 6ENERAL DATA A:2 FLOOR PLAN A3 FOUNDATION PLAN A,4 FRAMING PLAN AS ELECTRICAL PLAN Ab ELEVATIONS ,46 SECTIONS A"! DETAILS AS 6ENERAL NOTES A41 GENERAL NOTES/ TITLE 24 qj IL4 to,. ft�o d Giu r= q4b. SETBACK LINE I� Cot;)r- r-Nr-ORCE�4EN7: 2001 CALF. 5UI1,wr;)IN Cv/ rmIRE, ELEC7RICA ANZ� FLUM51N6. COC�E5- •II ZONE: AC ' R ' '._ ..mowE: ..wr -. , \/N SITE: EXISTe HOUSE F4007FRIN7: EXI57'e ClARAer= F2007PRIN NEA Ar;V1710N f4007PRIN7: 707AL NEN r-007PRIN7.. 707AL NEA L07 COVERASl i rc?r c t r r,, 71rAL "«, (,r R1d l,xY e :`C'.R.{"R�° $ W ",„_ oY �v;.i°B$JJ V xtaJ3'ui'+i4Cag- k T O RZMAN Via{ E° A s a to c asai;Fy t, i,9 <'6 L'r ' F' gSa2 n a 'a"u -� 49 d3 r isioris� o f Ai �:a , n a &f aYv a 9 g �J d„ c' cpt ll tuP » ijC`�i aid u dJ N"5+A 4 ?�RO.JECT r:)ESCRIP7ION: A ONE 57CRY REAR **iooARL7 ROVvl AI:C�1710N CON- 51571NC-7 Of= 515 90. r-7. (LESe THAN 50% Of'm EXISTINC; SOUARE f007AC-7r-) NO VARIANCE OR fLOO:� HAZARr:) AREA REOUIRE��EN75 RFEOUIR=�- EXI5fiNC RMsVeNar: .................... .............. ............ ... .......... .. .......... ................... .. .......... ................... ................... ......... . I ........ ................... ................... ................... ................... .......... ............ ................... ............ ............ ..... .......... .......... ... DI rSION I ik.� i v _ } IF INVIZ ATM B*Yo PLANNER- T E: NSF ; r DATE: , ------- PLANNING _ FINAL L - YES,NO-xI.- CONTACT PHONECONTACT 7 ) 7- 70 SUBJECT TO CONDITIONS BELOW:All _ - m dng wd � 1 r _ t SL. ALM I! all . 11.011 c..�C.HV�l�TZER ARCHITECTS 1400 W. LAMBERT RD SUITE M 8i2EA, GA 97.621 T'EL:562.bqo.8229 P,4X562.6,q0.2051 s i> Santa .' na TITLE: COVER SITE FLAN DON 5GHHEITZER SC�HVNEITZER ARGHITEGTS 1400 A. LAMBERT 1¢D SUITE E BREA, GA Q28?J TLL:S62.690.3229 P,AX56264t0.2051 TITLE: I=LOOR FLAN REVISIONS: 155UE DATE: PROJEGT NO. SA0314 SHEET r;� L'50�01 17 1 N ruJN: A71ON 4f�� SCAM V41 - r-al ARZfHTEC75 1400 A. LAMBERT REP SUITE M SKMA, CA 012521 TE-L-56,26410.5224 FAX-562hqO.2051 TITLE: FOUNDATION ISSUE DATE: PRO,JEGT NO. 5AO514 SHEET ROP TRUSSES TO 5E A► VELA'ToW SMMITTAI . UNDER 'ARA4TE FeRW. SHOO' DRA�SS A 1N0, CALCULATIONS TO 5E SMMI TW 5Y CONTR,44TOR ONCE THE TRUSSES ACRE ORZORM FROM THE TRUSS GOMf"AN"e. GL.R. OF N'6 kSWTH HEACI ER SIZE Hl:)R. SUFFORT O' -O" TO 5'-6" 4X4 on 6X4 2X STUP 5'-'7" TO 5'-6" 4X6 OR 6X6 2X STUN `-*7" TO 07'-0" 4X8 on 6X6 2X STU17 i'-I" TO gq'-0" 4XIO OR 6Xb 2 - 2 X STUDS a!' -I" TO 10'-O" 4X12 OR 6XIO 2 - 2 X STUL75 10'-1" To 12'_0" 4X14 OR 6X12 4XPOST 12'-I" TO 141-0" 4X16 OR 6X14 4XPOST �RA�MIN�� A�LLQA SILL.. �3al.T 6 �M�3ER HoL. S®r`M. MATERIAL= SH�A�fia � �C?U�lt�. c� HaLs�c��N 5/8" Cox PL.YNoom OR 2-2X4 STUDS SIMP 1/2" PARTICLE 50ARn, 058 io'!/ Sd NAILS PROVIDE MINIMUM OR I 0 41, O.G. 0 Wec-s 4 12" O.c. FIELD FULLY 240 #/FT. 5- 5/8" 5OLTS PER 1-4X4 POST APPI 5LKC't:>. STUNS 16O.G. MAX PANELS VERT. PANEL 4 2- 5/4" MIN. C PANEL. NIOTH: 2'-&" MIN. PIA. Hro> 5OLTS, ON ® . END NOTE 1: 5RACINS MALLS TO 5E INSTALLED PER MOM U.5-C. SEC. 2520.1 1.S 4 2520.1 1.4 * ALL SHEAR !MALL PANELS TO BE FULL*' 5LOCKE17. ** NAILS SHALL 5E COMMON OR SALVANIZEIP 5OX (NO SINKERS) ROOD PIAPHRAM: '7/16 065 SHEATHINCp A/ 10d NAILS a 6 " O.G. 0 Eli SS 12" O.G. IN THE FIELP (UNBLOCKEW). NOTE: TH15 STRUCTURE 15 TO 5E 5UILT TO MEET THE CONVENTIONAL LIGHT FRAME CONSTRUCTION PROVISIONS OF THE 14141'7 UNIFORM 5UILVIN6 COVE SECTION 2520. L=6' 17 10 N A vIIN/- '*�L�AN - r SIMP. MST-46 ® TOP fOLA%TE � � r SC�HI/eiT,ZER Ai?GGTS 1400 W. LAM$ERT RV SUITE E SRMA, Gr4 42821 TEL-562.61t0.322It FA<X:562.6010.2051 TITLE: Ir-RAtMINe PLAIN PROF. STAMP: REV15I ONS: 15SUE DATE: I PROJECT NO. SA0314 SHEET Q4 —ram �� �► L.00A ION Of- NEA 200A f OANEL. � I IOY DUPLEX -�- IhIGANDENtGErIT SURPAGrz MOUNTED WCTURE 100 NL4'I'T MAX -�- t.(SHri Exf+,ausT fax 0 REGM5MD 1.16HT FIXTURE 60 INATT MAX OO FfftRD WIRED SMOKE DMGTOR. (BATTERY OPERATW OK M EXI5TIN6 RX-51DENGM GABI.M N d' PHOAIE �a 3 - W,qY SWITCH SWITCH 02mm-m- 1 0 .. !r MMWJ\ ScAl.M- V41 = P-o" SGHY�I�ITZ�R �hi�GHITEGTS 1400 W. L,4MBERT !¢V SUITE 9 8KEA, GA 42821 rEue2.bao.52241 PACaa62Galo.?A51 PROF. STAMP: REVISIONS: 6 155UE DATE: PROJECT NO. SA0314 SHEET 13 1400 A. L.AM5MT PC SUITE rz ROOF TRUSSES 5*,( OTHERS APPOK LOCATION OF SKMA, CA e-3282 �ND StST ATZL--Sb2.&qO.5=lqR*150 SATT NSUL- M-50 MATT INSUL. MR SPECS 4 FAX-562*qO-2051 —�l w a — A �mm TITLE: SECTIONS 4 ELEVATIONS REV15IONS: 155UE DATE: PROJECT NO. SA0314 I - ;W%Wpm%im69 Vamp w" 1-%of -T SCALM 114 STUCoo SaRtem --j SHEE Li SHEAR, PANEL (SE SHEAR 2X4 STUD WALL. Yet/ SGHEt7ULE) iR/I5 SATT INSUL. 1161, STUGGG W00P BEAM - SEE PgRA�,/S" PIA.A.S. W/2" Sc�, Mlhtb PLAN NASHER i 48_O.G. (UNO) Y�EEP P.T. 2X4 MUD SLL T1'P. SGREEO ° SMP. ECG GOLUNtI\l CAP. — SE fPl-AN w w GONG. SLAB • � � w ^ ^ A 6R. w • h r A t 4X4 KF. / n 1, h b. A A ♦ w 2t' SAND A " A A MOISTURE - • s b. A r`• t 5ARRIER • J a • �J 4sA ♦ S' A �• • 3 r ti i ^ d r 1 Id KWARL T45. 12" / CONN. TIN c; #4 RMAR EPDXW INTO EX1vT'6 PT'v 52, G.G. EX15TN& SL A5 NEH SLAB 8" 2411 • • � tl�wi�s •�rr� � �t 4 • e � w �/ICa°' i71�. HOLE ` • sp d ° r� A • ♦ s w s • i • ► S • Q s - NOTE= Sfb"*,r SONMO AZaNT (NTAIL.00K OR SIML1,4R) AT TIC .MT SE"I'lNi MN OLD ANV NEVI CONCRETE PIRIOR TO POURING OP NEA WNOR "M L A E3 *F�`- 0 0`7 1N e CCNN. WA ADCi SI SLAB PELT EXIPAA SION JOINT Oft E;4STINO SLAB WA P'AT1O SLAB 4ft_ •4 a ' a • ® ♦ ` s • a ► s ♦ ♦ ♦ ► d • r • • RWAR OONT. • • a %y 61 � S • s • a s � a • Q • p 4 • 1�1! e ♦ s • • • d - rA 7 1 C N 5LA5 N. R3O BATT INSUL. ---- COMP. SHINGLE TO MATCH EXIST'6 5/&' GUX PLY.(m EQUAL) NCl/ (Od 6" O.G. ----'""------ Eoaft 4 12 IN MELD. °' 2 X PAVA 50AR-P • (MATCH EXIST'6) IX T4ry CAVE 50ARPS -r ROOP TRUSSES We OTHMS SGREENEV AT110 VENT EMERY OVER CELL SIMP. H5 MA. TRUSS SHEATRO (5E SHEAR SGHNOULE) 2X4 STUD HALL W/ 3 GOAT STUGGO R-15 5ATT INSUL =A\/*=wm CONN. SG�'iw�rz�R ?�fi�GHIT�GTS 1400 W. LAMBERT RV SUITE t- SRL'A, GA 92921 TEL5628410.3229 FAX:5826g0.2051 TITLE: PETALS AILS REV15IONS: 4 b I5SUE DATE: PRO.JEGT NO. SA0314 DIVISION1 ,, GENERAL 1. Construction shall conform to the current edition of the Uniform Building Code (U.S.C.) and all other codes, ordinances, laws & other regulations & standards of each and every governmental agency & . bureau having jurisdiction over the project. The contractor shall advise the Architect of deslgri or construction which the Architect must specify to mitigate, shield or protect architectural hazards. 2. The Architect shall in no way be responsible for how the field *ork is performed, safety In, on or about the job sit*, methods of performance or timeliness in performance of the work. The construction documents, structural documents and specifications represent finished structure, they do not indicate the method of construction. 3. The Contractor & subcontractors shall obtain and pay for all permits, licenses, construction taxes and fees required by city, county and state laws, except the general building plan check fee, which will be paid by the Owner. All laws, ordinances and regulations shall be complied with and necessary expenses for compliance shall be included in the contract. Contractor shall arrange for all meter Installations & pay for all fees. Contractor shall provide temporary toilet facilities as required by focal building code. 4. All subcontractors shall be responsible for the prompt removal of all debris accumulated as a result of their operations. All scrap, debris & other excess material shall be lawfully removed from the site, unless otherwise directed by Contractor. S. THE CONTRACTOR AND SUBCONTRACTORS SHAD. VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY VARIATIONS, CONTRADICTIONS, OMISSIONS OR ERRORS SHOWN IN THESE DRAWINGS PRIOR TO CONSTRUCTION.' Written dimensions shall have precedence over seated dimensions. Notes & details on drawings shall take precedence over general notes & typical details. Where no details or* shown, construction. shall conform to similar work on project. S. Upon completion of project, the General Contractor shaft provide the Architect with a complete marked up set of prints Indicating deviations from the construction documents. 7. Contractor & subcontractors shall guarantee all work, materials, and., products for on* year . after date of acceptance and shall repair or replace any work, together with other work which may be displaced, that may prove to be defective within one year, without additional expense. Contractor *half pass all warranties for equipment on to the Owner. S. Contractor shall provide a cert#W waiver of liens by himself, all subcontractors and sup- pliers at final payment. 9. Contractor shall provide evidence of obtaining and causing to maintain public liability Insurance, property damage insurance & fire insurance, for the duration of the project and until final psymenL 10. All work done or materials used must be covered by a Contract, Contract Change Order, Purchase Order or Work Order. No Invoice will be processed unless it lists one of the above's number. 11. Owner or Contractor may order extra work or make changes by sharing, adding to or deducting from - the work, the contract sum being adjusted to the mutual satisfaction of Owner and Contractor. Before any changes are begun, the added or deducted sum shall be presented to the Owner In writing for approval. 12. Substitutions of materials or methods proposed by subcontractor contrary to drawings & specifications shall be submitted to the owner in writing for approval or denial. 13. If Contractor or subcontractor find any details which, In his opinion, ore unsound, unsafe or not waterproof, It is his duty to notify the Owner and Architect In writing. If work Is performed as detailed, it will be assumed that there Is no obligation to the detall. 14. in the event O subcontractor's work Is damaged by other trades, It will be the subcon. tractor's obligation to resolve the cost of repairs of *Old damage with responsible subcon. tractors. The General Contractor shalt have the power of ftnet arbitration in these matters. Each trade shall cooperate fully with both the General Contractor and other trades. 1S: The Contractor and subcontractors shall clean up and remove from sic* all unused material. equipment, scaffolding and debris. Final cleaning shall inctud* removal of all gross*,. dust, stains, labels, fingerprints and paint spots. Repair, patch and touch up marred surfaces to specified finish to match adjacent surfaces. 16. These drawings, specifications, original Ideas and designs or* Instruments of service and the property of the Architect. They or* not to be used for any purpose or project other than as intended by the Architect. Distribution hereof for purposes In connection with the project Is not to be constructed as publication In derogation of rights of the ArchboaL Valid copies hereof shall bear the supervising Architect's 1weC signature. 17. The Owner may schedule a pre-tonstructidn conference & organizational meeting at a convenient location no later than 15 days after *xecutton of the agreement & prior to commencement, of construction activities. The meeting Is to review responsibilities & personnel assignments. Attenders should include, but are not limited to; The Owner, Architect and consultants, the Contractor and major subcontractors. Further progress meetings may be called N so desired by the Owner. DIVISION . . 1. All loose debris & brush will be removed from site prior to construction. Stumps & roots shall be removed from soll to a depth of 12, below surface of the ground In the area to bo occupied by the proposed structure. 2. Excavate for all foundations, concrete pods and slabs to shapes and depths as shown on drawings. -AN foundations shag. bear:,,on.approved firm natural soR or Compacted 1111. 3. Fill materials shall. be non -expansive type free from debris, vegetable matter and other foreign deleterious substances. (Reference to U.B.C.: ' 4� Prepare & submit soil compaction report prior to placement of concrete & excavatbns for footings. (Reference U.S.C.. . 5. Foundation design Is based on a Solis Investigation Report. Report by: .. , . Date of report: . Verify Information prior to starting foundation work. Thezcortxirsictor shall be responsiblo for all requirements therein and maintain a copy of soli* report on job site at all times. 6. All excavations shall be Inspected and approved by the Local Inspector and Sails Engineer Called for In the soft report. 7. The Contractor shah be responsible for the accuracy of all building layout work and shag retain and pay for a licensed surveyor or Civil Engineer to set the lines and grades and to stake out all construction. 8. - Provide soil treatment for termite control that complies with manufacture's Instructions and recommendations. Engage a professional pest control operator, licensed in accordant* .with regulations of governing authorities. Use only termitteldes which bear a Federal regis- tration number of the U.S. Environmental Protection Agency. , 9. 8ackf ll soft at perimeter footings shall be compacted and graded at minimum 1 % slope to direct roof and area runoffff away from structure. All water shall be removed from foundation excavations prior to pouring of concrete. Provid* adequate drainage behind all retaining wails away from building. (Reference U.S.C.) ' DIV ISIONO 3 CAN E T E 1. Concrete for slabs, foundations, curb* and gutters, formwork, reinforcing and placement of Inserts and bolts shall be as shown, described or detailed on structural and or architectural drawings. . 2. All concrete used In the work shall have a minimum 2S00 psi at,28 days from initlal date of pour and shall comply with all requirements of Chapter 1.41 of U.B.C. Concrete placement to conform to American Institute of Concrete Manual. 3. Slabs and exterior exposed concrete shall be steel troweled smooth, unless noted other- . wise, except stairs which shall receive a light broom finish. Stabs shall be level and smooth within ACt301, Class A tolerances of 1/$ Inch In to feet except where required to slope for drainage. Concrete stair treads shall not puddle water. 4. Ali concrete shall be stone concrete utilizing aggregates conforming to ASTM C-33 for normal cement weight concrete and ASTM C330 for lightweight concrete. Cement shall be Type I or If conforming to ASTM C150-72/ASTM C-SSS.72. Concrete to be cured by keeping wet for 10 days or by another approved curing compound. 5. All concrete mixes shall conform to the proportions established by code for the various concrete strength* required for the work. 6. Before concrete is placed, the Contractor shall coordinate and check with all trades to ensure the proper placement of aft openings, sleeves, Inserts, curbs, depressions, dowels, etc., relating to the work as shown In drawings. Any Chang* or discrepancy will be brought to the attention of the Architect Immediately, prior to placing concrete. 7. All reinforcing steel, anchor bolts, dowels and other Inserts shaft be secured In position and Inspected by the local building department Inspector prior to the pouring of any corn Crete. 8. Reinforcing steel shalt have a minimum protective concret* covering as follows: Footings (concrete against earth) .36I& Concrete surface (formed) exposed to earth or weather r Column reinforcing (including ties) 1 1/20 Beams & Girders 1 1/20 Slabs (#11 or smaller) 3/4" 9. All exterior watts to be secured with': die. x I (r A.8.'s at ''O.C. with r of embed. ment (equally spaced) within 12" of en plates and corners, unless noted otherwise. All Interior walls to be **cured with Ramset #3346 or equivalent at 36° O.C. at bearing. walls and 48" O.C. st non -bearing walls (equally spaced), unto** noted otherwise. (Reference U.B.C. . 10. All forms shall be constructed as to maintain required position and shape during and after placing of concrete and be sufflclently tight as to prevent lsakag* of concrete. All wood in contact with concrete and masonry (permanently) shall- be1oundation grade Redwood or approved pressure treated Douglas Fir. 11. Footings shall be to the depth below grades as Indicated on plans. Foundation wall and/or top of slab to be a minimum 6" above.odjacent finish grade. Concrete Contractor to Insure a true & level foundation prior to placing concrete. For expansive son, saturate soR 18" deep prior to placing concrete. .> , . DVSN °°' MASQNR� 1. AR masonry shag comply with requirements of 'Cg:iy'y' rl` ' Lj' 1c' - Brick units shalt be In accordance with U.S.C. 2. Obtain exposed masonry units and mortar ingredients called for with uniform texture and color, or a uniform blend within the ranges accepted for thew characteristics, from one manufacturer. . 3. Mortar shah be freshly prepared and uniformly mixed one part Portland cement, 114 part minimum to i12 parts of lime putty or hydrated lime and 4 parts washed clean sand. Mortar shag be Type S. with an ultimate compressivo strength of 2000 psL Grout shad be one part Portland cement, 3 parts Clean sand, 2 parts pea gravel and water suffIcIoM to flow Into all joints. . 4. Water shall be clean & potable. Sand *hail conform to ASTM C444. Portland cement shall conform to ASTM C-150-721ASTM C-S95-72. Lim putty shall be made of high calcium lints and aged to Insure complete stacking. Hydrated fine shah conform to ASTM C-207 Type "S". Tie war* shall be ASTM A42, 16-gauge block annealed or squat. & Brick shall be "building brick" ASTM C-62 unto** noted otherwise and color as shown, on plans. 6. All masonry work shalt be plumb, level and true to fine. Construct wolfs within tolerance of 1 /8 Inch In 10 feet in any direction when tested with a straight -edge. Replace area* out of tolerance. 7. Remove excess mortar and smears upon completion of work. Paint or replace defective mortar to match adjacent work. 0. Masonry veneer to be anchored in accordance with U.B.C. - " Provide units as noted on drawings and In accordance with samples which shalt be given to the Owner for selection and approval. s. Subcontractor shall furnish all materials, labor, equipment, etc. as required to Install masonry work complete as shown on plans and previous notes. DIVISION = METALS . . . 1. Contractor *hag furnish all metal supports, angles, Mates, attachments, boles, leg bolts, gates, railings, welding*, shop priming, and oil vents, grilles, drain gutters and other sheet metals which may be required to tomplsto work. Provide shop drawings for all ltoms . requiring fabrication. 2. AN metals expomW to weather shag be hot dip golvanized after fabricelon and treated to receive point. . 3. All sheet metal flashing to be minimum 26 gauge galvanized .metal, minimum 26 gauge gal• vanized gutter and downspout to comply with current AMACNA sheet metal manual. . 4. AN vents through exterior wolfs to have a minimum 1/4" mesh galvanized hardware cloth covering. IL Alf reinforcing steel shall be now stock deformed bars conforming to ASTM A415 grade 60, except for #4 or smaller to be grade 40. 6. Welded wire mesh fabric shag be made of cold drawn wire and *hall conform to ASTM A- ISS. . 7. AN bar bends shall be cold. s. All horizontal splices shall be a mThlrrtum of 24" or 36 bar diameters. 0. Welds shall be ground smooth and all welt splatters removed to conform to spec Lions of American Welding Society. Leave metal clean and prime coated ready for finish painting. . 10. Provide stucco screed at foundation plat* one a minimum of 4" above grade. DIVISIONt'"i = WOOD & PLASTICS ;ZTRUCTURAL LUMBER 1. All framing lumber shoo conform to provisions of 'C.00, V%V,etl'rU.B.C. and each member shall bear the grade stamp of an approved grading agency. Framing lumber grades shall be: (unless noted otherwise) a. Structural light framing - No. 2 Douglas Fir b. Joists & Planks - No. 2 Douglas Fir a. Beams - No.1 Douglas Fir . d. Posts & Timbers, " No. 1 Douglas Fir 2. AN structural wood members shall be In th* bost selection of Douglas Fir pet WCUS grad. Ing rut* #16, unless noted otherwise. Each piece shag be grade marked. 3. SRNs and plate* resting on concrete or masonry shaft be pressure -treated Douglas Fir or Foundation Redwood. . 4. Predrill ail holes for 20d nails or larger and for oil I" bolts. L Manufactured wood trusses shag be designed In accordance with the latest edition of U.B.C. Design calculations and shop drawing* shah be submitted to the Architect for review and to the building department for approval and permit. (Reference U.B.C. S. Plywood sheathing shall be APA grade stamped and shall conform to PS-1-74. Plywood exposed to weather shall be exterior grade. Particle board under lyment shall conform to Type 1.8-1, ' . 7. Shear panels shall be a thickness, grade and nailing as indlosted on schedule. Floor and roof sheathing and *hear panels shall be In place and Inspected by building official prior to covering. 8. All nailing shall conform to U.B.G. ' , . unless noted otherwiso.) 9. . All bolt heads and nuts bearing on wood shall have standard cut washers. All bolt holes In wood shall be drilled 1132" diameter larger than twined bolt diameter. 10. All framing hardware shall be Simpson "strong -tie" connectors or approved equivalent. 11. All flush frame joint* shall seat In Simpson hangers or approved equivalent or as noted. 12. All Interior or exterior wood posts attached directly to concrete shalt be **cured with Simpson PS or EPS post baseplates. Ali wood posts connecting to wood beams shall be secured with Simpson PS or EPS post caps or approved equivalent. 13. All exterior wood posts and columns supported by a concrete slab shalt be Instal at a minimum 6" above exp. earth and at least 1" above slob on a metal post base except posts or columns of approved wood of natural resistance to decay or treated wood. (Reference U.B.C. ;� , ,.. 14. Not less than 3 studs shall `be Installed at every corner of an exterior wall. Match bow on all studs. ' . .1 1S. Provide double joint* under ON parallel partitions. 16. Provide blocking or bridging e _ I . 11 17: Top plates of all wood stud walls to be 2 - 2x (same width a studs), unless otherwise noted. Lap 4W min. with not less than 8 - 16d nails at teach 'isg and not more than 12" between nails. - . 10. Cutting and boring of wood studs. a. In exterior wails and bearing partitions, any wood stud may be out or notched to a depth not exceeding 25% of the width of the stud. i , b. In non -bearing partitions any wood stud may be cut or notched to a depth not to exceed 40% of the width of the stud. t a. A hot* not greater in diameter than 40% of the stud width may be bored In any 11. stud. d. Bored holes not greater than 60% of the width of the stud are permitted in non. bearing partitions or In any wall where each bored hot* stud is doubted, provided not more than two such successive doubto studs at* bored. *. in no ass* shall the edge of the bored hot* be nearer than S/a" to the edge of the stud. 19. Provide 1 x 4 let -in diagonal bracing at each corner and 25 lineal feetrxef wall'(tt In. Interior and all exterior). They shall be placed at an angle not greater than 60 degrees nor less than 4S degrees from horizontal. ' I . 20. All interior openings 4'-W wide or less than shall have a minimum header of 1 - 4 x 4 or 2 - 2 x 4's on edge. (Refersnce U.S.C.). All other op*nings to have a minimum size header as Indicated on plans. 21. An joists, headers, beams, and rafters shall have a minimum solto3 bearing of 1 1/r at each ond. 22. AN wood joists, header* and rafters lshatt be installed "crown° up. . 23. Cutting or boring of wood floor joists: a. Notches on the end of joists shall not exceed 1/4 of the joist depth. . b. Notches In the top of bottom of joists shall not exceed 1 /6 of the depth and shall not be located in the middle third of the span. I . ' 24. When plumbing, heating or other ducts art placed on a partition requiring the cutting of the double top plate, a steel strap 1/8" x 1 1/2" x 2W shall be fastened to each side of the top plates with 8 - 16d nails at each end. 2s. Structural members shall not be -out for pipes, etc. unless specifically noted or detailed by Structural Engineer. 26. Firestops, when of wood,, shall be r nominal thickness. Flrestops may also be of gypeon board, mineral wood or other approved non-combustible materials astutely fastened In place. 1 : Prove@* fire block: a. All int*rseetlons of stud walls and/or stud partitions at floor levels, ceilings, roofs and mldspan. . b. Horizontal and vertical spaces not to exceed 10 foot . a. Furred spaces, vertical and; horizontal, not to exceed 10 feet and at th* same lie os firestops in adjacent stud partitions and walls. . d.' Between stair stringers top and bottom and at walls adjoining and In tin* with stairs. o. in spaces between chimneys and wood framing.. 27. Provide 2 - 2x joists or 2 - 2x blocking around all openings. . 28. 2x solid blocking shag be placed between joists or ratters at all supports. . 29. Where a *hest panel Is required at a portion of a wall, furring Is applied to the remainder of a wall for flush application of finish material. .1 30. Exterior siding shalt be specified on plans and Installed per manufacturers specifications. 31. interior trim shall be whit pine S4S With countersunk finish nails and *ended, unto** noted . otherwise. Finger joint trim shall be used. 32. Provide minimum of bbr x 3W attic access at each enclosed attic *pace and provide attic . ventilation. 33. Typical roof/fioor sheathing, unto** noted otherwise: . Roof: Use 1/2" structural 11, C-0 or CC plywood with 8d nails at 6" O.C. at supported edge* and boundaries; at Ir O.C. in field. Floor: Use $IV structural 11, C-D .or C-C T & G plywood with 10d nails at 6" O.C. at supported edges and boundaries; at 10. O.C. In the i1*id. 34. Balloon framed stud height*: 1. 1 - 2 x 4 Q 18" O.C. = 14'-W max. height . 2. 1 - 2 x 4 @ 8" O.C. = 1 r-6" max. height , . 3. 2 - 2 x 4 @ 16" O.C. 'a IV4V max. height 4. 2 - 2 x 4 @ IV O.C. = 2214M max, height IL 1 - 2 x 6 Qr IV O.C. = 20,'.W max. height 35. Structural glue laminated lumber shalt be fabricated In occordancewith AiTC 117 and product standard PS56 specifications. 36. Shop drawings shall be submitted for engineers review, and upon completion of fabrication but prior to placement, the manufacturer shall supply the engineer and building department copies of the AITC codification of inspection. . 37. Giu-isms shall be of Industrial appearance with the ends sealed, unions noted otherwise. 38. Nailing schedule - Refer to Nailing Schedule included In drawings. Where not specified, refer to schedule below. a. Joist to *Ili girder, toe nails I 3.8d each side b. Bridging to joist rafter, to* nag 2-6d each and a. Subfloor sheathing at all bearing 1 x 6 or foss, face non 2-8d 1 x S or wider, face nag 3-6d 2 x blind and Is" nail 2-16d d. Sole to joist or blocking, face nag 16d Q 160 o.c. e. Top plate to stud, end nail 2-16d f. Stud to sole plate, toe nail/end nallI 4-8d/2-16d • g. Double top plates, face nail staggered 16d @ 16" o c. h. Double studs, face nail staggered 16d @ 2a°. o.c. L Top plates, lops and Intersections, 2-16d face nail j. 'Continuous hepder, two pieces 16d Q 1 W o.c. (Along each edge) . It. Ceiling joist or rafters to all 3.8d bearings. Toe nag . L Continuous header to stud, toe nail 4-8d m. Ceiling joist to parallel rafter, 3-16d face nail n. Ceiling joists, lops over partitions, 3.16d face nail o. 1" brace to each stud and plate, 2-8d face nail p. Suitt up corner studs � staggered 16d @ 2W era. q. Joist or rafter to sides of studs 3.16d up to and Including 8• depth r. Ceiling strips 1" x 4" to underside 2-8d . of joist - each bearing one slant and straight 2" x 3" to underside of joist each 2-16d bearing one slant and straight I . Use strong hold, annutary grooved at gypsum , board and piaster ceilings. . Strips supporting plaster ceilings shall be . . wired in place in addition to nailing. s. Built up beams and girder 20d Q 320o.c. at 2 2x's top & bottom staggered 12-20d at ends & at each splice 3 (or more) 2x's 1/2" dlo. M.B. Q . 24" *.a. staggered & 12" *.a. progressive ' to 1 x 8 sheathing or less to 2-8d ea. bearing, face nail . U. Wider than 1 x 8 sheathing to ea. bearing, face nail v. Plywood and particleboard: Subtioor roof & wall sheathing to framing: •° 1/2" and less common 6d 19/32" - 3/4" . common 8d 7/7" - 1 • common 8d 1 1N - 1 1/4' common 10d w. Combination subfioor - underloyment to framing.. 3/4" and I*" deformed 6d 7/8" . 1" deformed 6d 1 1/8"'. 1 1/40 1common 10d or deformed 6d x. Panel siding to framing: 11 . 1/2" or less corrosion re*. 6d S/8° corrosion res. 8d Y. Fieboard sheathing: 112" no. 11 gauge 2s/32g Common 6d 11 gauge common 6d Notes: a) Nails should be driven perpendicutor where possible Instead of toe nailed. b) Minimum 1/8" x 1 1/2" wide metal strap ties are required where plates are Interrupted or broken, section 2518(q) U.B.C. a) All nails exposed to weather shalt be galvanized. d) All nailing of roof, floor and wall sheathing to be Inspected prior to covering. Nails to -be spaced at W O.C. at edges, 12, O.C. at intermedlate, 10" O.C. at floor. DIVISION 7 • THERMAL & MOISTURE PROTECTION 1. Provide and Install Insulation per Title 24, California Administrative Code U.N.O.. Conform to U.S.C. I. . 2. Insulation at ceilings and root: Provide fiberglass ball Insulation yielding aged R-volu* of minimum jt$ Thickness shag be as necessary to schievo specified R-value. insulation may be provided In multiple layers, with and and *Iles laps taped. End taps shag be staggered so that ends In each layer occur in dWorent places. 3. Wall Insulation: Provide fiberglass belts, paper backed, with nailing or stapling flange, at all exterior wall locations for thermal protection yielding R-value of minimum 11. insulation shall conform with Tile 24 energy calculations. Tape end laps at exterior walls. 4. Ensure secure attachment so that insulation will not sag. Asrequired, secure edges and ends with tape In addition to manufactur*r's recommended mechanical fasteners. 5. Upon completion of Installation of building Insulation, a card certifying compliance with specified requirements for installation of insulation shag be completed, executed and delivered to Owner. 6. AN exterior finish material to be applied over Type 15 asphalt saturated felt. Apply so as to provide watertight membrane. . ` 7. plash all exterior openings with an approved waterproof paper to extend a minimum of 30 under felt behind finish material. . & Attie Ventilation: The net free ventilation shag not be Isss than 1/300 of the space venti- lated. At least 50%% of the required area shall be provided by vents located a minimum of 36" above eov* vents In upper portion of auto. Eave vents. *hall be standard wood blocking and 1/40 ioii oorrosfv* mesh *arson : 9. Cedar Shingle :Roof;. ,tls*.,No. 1 Grade Red Cedar shingles; V to the weather, random joints. Apply over 1/Y-ininimum solid plywood sheathing and plastic coated steel foil underlayment. Shingles shag boa treated U.L. class 1100 roofing. 10. Wood Shake Root: Cedar shakes shall be fold a minimum of 10" to the weather with Type 30 lei, i 8" wide between course*. Starter course shall be doubled. Hips and ridges $hog be manufactured shakes. Nailing shall be (2) hot dip 4d galvanized nails for each shako. Apply over Ur minimum plywood sheathing and ples0c tooted fog und*rlaymenL Shakes shall be a treated U.L class "e" roofing. 11. Burt -up Roofing: = Shag meet U.L specifications $$-A, May 1973, Rev.:OcL 1975. a. Typical Rodp6g: Apply a :base sheet ot 2 layers; Type 1 S fiberglass. Surface material to consist of 300 lbs. par square of gravel or other approved surface material or "250:•Ibs. per square of crushed slog In 50 lbs. of asphalt or 60 lbs. of pith, or 901b. cap sheet. . b. fire Retardant. Roofing: Apply a base sheet of 3 layers Type 15 organic or Inorganic fiber felt Surface material to consist of 400 lbs, pen. square of gravel or crushed rock or 300 lbs. per square of crushed slag. . 12. Tint Roofing: Shall. most test standards of I.C.S.C. report No. 32-12. $11" of roof to be a minimum of 3:12.:.0nderlay onnt to consist of (2) layers Typo 15 felt or (1) layer Type 30 felt over "Id sheeathing. Use 1 x 2 wood strips over underloyment when using anchor lugs with tile. For attachment of tint use (2) 11 ga. galvanized S" tong nails per tits; for . barrel the (mission) use (1) 10d nail through the and 1 x 2 strip, but not through under- ' . ayment. . 13. V*Oey flashing to be 26 go..gohnnized Iron; IV wide for shingles and W vdd* for shakes with rolled *dges and 1 1 /4" high raised center dlv*dor. The cantor of all flashing* for roof vents and electrical service Connections shag not be less than 161 from center of any volley. Flashing shall have minimum 4" ov p, kola# all flashing over Type 15 felt 14. F.A.U. combustion air *hall be taken frorinn attic space If possible. Attic to receive (2) v*WA spaced for cross ventilation. 2" sq. per 1000 B.T.U. with 200" sq. free air Is required for ventilation. Openings shag be Covered with 114" non•corrosiv* mesh *or*" (M.C. 706). IS. For bellow groeb vertical waterproofing and where shown or required, provide materials to prevent water vapor and liquid water from penetrating through construction to IthabNo4 uninhabited and potentially Inhabitable areas. . 16. * Provide FRMkot* EWM systems, or othcr approved, cold oppq*d, consisting of primer Coat, one fabric coat and two *mulsion coats, with reinforcing strips and backer rod for cracks and joint* and one-half Inch thick fiberboard protection course. . 17. installation shollbe executed by waterproof" contractor. 18. Skylight unit shag We self -flashing curb, Complete with frosted glazing, fasteners, seals, weatherstripping and flashings necessary to yield a watertight, weothertigtd and securely fastened Installation. 19. Apply and Install Caulks and sealants where shown on drawings, of 9 not shown on drawing*, apply and Install sealant materials wherever *xponsion and contraction occurs between materials and products which could food to Infiltration M moisture, water, unfit or air blown particle* Into building; and within the building where changes of materials in some or different planes could allow moisture, water or light to penetrate. Acoust" sealant shall be provideq on, around and between building construction members such as framing, ponnel boxes, cutouts for penetrations of other materials or equipment, etc. whet* watee and floors and ceilings are designated to be sound attenuated or acoustkalty treated. DIVISION-DOORS,IINDt?V1/S .GLASS, . I .. . 1. AN wood doors shall Coitiply with the requirements of the Woodworking Institute of CaN- fornta Standard Grade & Title 244, California Administrative Code. 2. AN exterior doors and windows shag be labeled ao meeting ANSI standards for air Infiltration. . 3. . AN door* Into bedrooms or bathrooms shaft be undercut 1/r above finished:flooa msterlafi ' forr proper return air Now. . 4. Glass shah be sized in conformono:* with U.B.C.. , . . Tempered glass shall be Installed when•required by U.B.C.." : 4 and be a minimum of 3/16" thick with "safety" label. Glazing shall conform to Tile 24, California Adminf trativi'Code and Safety Standard for Architectural blazing Motorists issued by Product S•sfety Commission, effectivo July 1977. . S. AN glazing adjacent to a door or glazed area In' excess of 9 fl. sq. and within 18" of the floor shall have a minimum of 3/16, tempered glass. Ail ingress and *gross doors with r glazing shall have a minimum of 3/16" tempered glass. 6. Security Requirements: Exterior door*, doors betweengar house and age, windows and their hardware. . a. A single swinging door, active toot of a pair of doors, and the bottoms leaf of dutch doors shall be equipped with a deadbolt, and a dead locking latch, both key - operated from outside. Dead bolt shall have a hardened Insert, 1" minimum throw . and SIB• minimum embedment Into jamb. b. Swinging wooden door(s) and panels of wooden doors shall be not less than 1 3/8` . thick unless key -operated from Inside. c. Door hinge pins accessible from outside shall be non -removable. d. Door stops of wooden jambs of In -swinging doors shall be (1) piece construction or joined by rabbet. . *..- Windows and door -lies within 4W of locking device shall be fully tempered, approved burglary -resistant, protected by bars, screens, grilles or the locks shoo be key -operated from Inside. f. Sllding glass door* and windows shall bear forced-ontry resistant label. 7. Sleeping rooms shall have at least (1) operable exterior door or window approved for emergency escape or rescue. . All escape or rescue windows shall have: a. A minimum net clear opening of 5.7 feet. b. A minimum clear opening height dimension of 24". c. A minimum clear opening width dimension of 2W. d. A finished *lit height of not more than 44" above finished floor. S. Glass enclosures and panels must be labeled conforming. to U.B.C. Standard S4.2, Part I. Glass enclosures are to swing outward.- . ' . . 9. Garage doors shalt be constructed of materials as specified and as approved by. local governing bodies. 10. Provide on* sliding lock hasp and handle per door unto** noted otherwise. 11. Guarantee doors and installation for one year against warpsgo and ensure non-stick operation. I . 12. Submit shop drawings/sch*dules which identify each hardware Itom, its type, design, finish, function, manufacturer and method of fastening or anchorage.. Consult with owner and/or architect concerning specific requirements for hardware unl*ss noted on drawings or In schedule. DIVISION 9 = FINIS ES ', y I . ' 1. AN gypsum wall board and stucco work shalt conform to ,U-t�-�- ' . All gypsum wail board shall also conform to American Standard Specifications for the Application and Finishing of Gypsum Wall Board, ASTM C36-76a (thickness will be as requlr*d In Division 6 - Shear Panel and Finishes Schedule). Use 1' 31V or 1 1/2" annular ringed nails, ASTM. C514-72, nailing shall be inspected and approved by building Inspector prior to taping joints. Finish texture over interior gypsum board as noted on Finishes Schedule. 2. Provide ons-hour fir* rated 5/8" Type OW gypsum board with all joint* taped on garage aid* of framing separstlott wall between dwelling and garage. Rated gypsum board to b* continuous from floor to roof sheathing, ' . 3. Lathing, applications and materials and. their applications shag conform to applicable sections for lathing, furring and plastering of American NatWal Standard Institute Specifications A42.4. - 19S5 and California Lathing and Plastering Contractors Association Specifircotldn 2.673. All exterior plaster shall havw.:*xterlor lath and plaster conforming a. Wlre Mesh: 1 1/r mesh, 17 ga. galvanized before or after weaving, or approved equivalent. .. b. Waterproof Flashing Paper: Plaster steal kraft building paper F dotal Specifications UU-8.7909l or approved equivalent. a. Metal Lath: Shall be standard diamond mesh, galvanized with a wstght of 3 lbs. per square foot. . 4. All registers, grilles, vents, etc. to be painted to match adjacent surfaces, U.N.O. Exterior. metal, to receive on* toot alklyd semi -gloss *nam*L S. Application of paints and other coatings shag conform to manufacturtes, specifccations. Ready -mix paint shall not be thinned, except as permitted In application specifications. A I surfaces to be, finished shall be clean and free of dirt, grease, dust, asphalt, etc. Application, shall be In a workman -fake manner providing a smooth surface. A,color scheme will be furnished by owner with color chips for matching. 6. Exterior doors, Interior doors and Interior trim to receive one coat alklyd enamel undercoat and ono toot alklyd semi -gloss enamel, U.N.O. Top' and bottom of ON doors shall be sealed and painted. .. . 7. Exterior wood to r*c*hv* one coat water bass opaqu* stole, unto** noted otherwise. includes barges, loselas, wood guardrails, exposed beams and door and window trim, L - Exterior siding to rocelve one coot opaque stain. I . 9.. Finish texture of stucco as noted on Finishes Schedule. . . • 't0. AO wood trim countersunk nails shalt be filled by painting contractor. III.' Application of Costs: Apply not less than the number of costs specified heroine. Additional coats may b* required If the 116M surface do** not provide acceptable coverage. . 12. Cabinets *hag be stain -grade wood and shag roceiVo- one coat sanding sealer on* coat of stain, and one Coat of iacqu*r (meets finish) unless noted otherwise. . I i 13. Floor covering of closets, wardrobes; eta shall match covering of adjacent room os noted. on plans, unless noted otherwise. . 14. Exterior deck surfac* shall be spaced redwood decking finished with ono Cost of opsque stain, and one cost of *talent or Dex-o-tex (or approved equivolent), installed per manufactursee, specatl osp unless noted oth*rwtsa . 1f. Laminate plastic shag be installed per manufacturer's specifications. Splashes ohs# be . fully formsd. Range cuts and counters shall be self edged. Use general purpose grade 10. 14. Waif covering shag be cement plaster, tine or approved equivalent to minimum 7W above drain at showers or tubs with showers. Motorists other than structural to be moisture roslstont, Accessories provided on or within walls shall be Innstalled and waled to . protect structural elements from moisture 17. TO* installation shall conform to the Tile Council of Amorica's Handbook for C*ramle Tit* Installation. 1i. Submit three (3) samples of oath type, style, finish and color of till and grouting material proposed for use to owner for approval. It. Provide resilient flooring tits* or shoot vinyl as rsqulred by drawings manufactured by GAF or other approved, in colors and patterns selected by Architect. . DIVISION 10 a, SPEEC";`IALTI It 1.AN items shag be Installed In accordant* with respective manufactrr*es specMe4tions And approved InstaflaticM . 2. Provide prWabricatied fireplace units as and whet* shown on plans In accordance with iC80 rated standards, complete with triple wall flue, flue csp, spark arrotlRtor, firestops and all accessories. - . & AN slnnt*-poled wardrobes shag hove on* 1 x 12 sheet at 4r4r sbw* finish floor and on* 1 1/2, diameter wood clothes poi* at 5'-IW above finish floor and Installed 10 1/2" from finished too* of neor wag. Wher* doubts poles are specified, an additional 1 1/2" diameter wood clothes pole will be ploc*d r-10" above finish floor 101/2" from finished face of near wail. . 4. Guardrails are required for stairs and porchos over 30" above•grog. Guardrails are to be a minimum of 36" In height. Open guardrails and stair railings shall havi katirm*diat* roils ; of 6" maximum. . "lL. . Pf*%IW* metal... Carpet edge strip at fin* of .material•4hang* from carpet to other finish .silrfiice. A- . DIVISION 11 � E�QUlI�MENT' 1., Verify accuracy of all rough -in dimensions for buNt4o appliances. Install. selected appliances In accordant*. with manufacturer's printed specifications. Notify Architect of any Changes required In the cabinet work design prior to fabrication or Installation. 2. . Elements of appliances In garages which create a glow, spark or flsmo shall be located on an 18" high wood platform abov* garage finish floor. . 3. Heating equipment to most requirements set forth In U.B.C. 4. Water heater shall be strapped If no rigid connection is used and shall be prov101e441th a temperature and pressure relief valve " . DIVISION 1 U NISHINC3"S 11 Not Included In These Specifications. DI'VISIN 1 - SPECIAL .CC�NSTRUti`IQN "' �:_ Not Included in These Specifications. DIVISION 14 - CONVEYINLA3 SYSTEMS . Not Included In These Specifications. . I = L I = ec.-IHN ZER A�tac�w-ree-rs 1400 W. LAMBERT RA SUITi? M $REA, GA st2821 TEL:562.690.32241 i6h TITLE-. 6r-N. NOTES TITLZ-24 F_ RE-YISIONS: ISSUE DATE: PROJEGT NO. 5A0314 SHOT O DIVISION 1 ., MECHANICAL & PLUMBING 1. Entire installation shall conform. to the latest adopted edition of the Uniform Plumbing Code, Uniform Mechanical Code, Uniform Building Code and all other governing codes. 2. Coordinate and verity all locations, sizes and elevations. Any condition which may prevent the installation as shown on the plans must be brought to the immediate attention of the Architect BEFORE WORK BEGINS. 3. Mechanical contractor Is responsible to run the following ductwork: a. Exhaust air from all restrooms equipped with exhaust air fans or gravity vents. b. Combustion air ductwork for F.A.U. and water heater. The contractor is also responsible for roof or eldewall caps or louvers required at -terminal points of exhaust air ducts and flues. 4. Plumbing contractor is responsible for cold water makeup to mechanical equipment, gas piping to units and final connections. S. it is understood that equipment locations and routing of piping and flues may vary from that shown on plans as construction proceeds. it is the contractors responsibility to: a. Notify architect of restraints which make variations from plans necessary. b. Complete all work including the variations WITHOUT charging extras to the bid contract. 6. Contractor shall furnish a guarantee that all equipment and installation will remain In trouble -free operation for a period of one (1) year. Provide owner with equipment O & M manuals. 7. Fixtures: See fixture -schedule: S. Materials: a. Cleanouts LSOC with plastic rings. b. . Hose bibs - brass construction with Integral vacuum breaker. C. Copper tubing - Type "V hard drawn d. Copper water supply line - Type OV below slab/ Type 'M• above. e. Fittings for copper tubing - wrought and cast copper standard weight. f. Brass pipe - ASTM 643, standard weight, Iron pipe size. g. Approved AS$ plastic pipe and fittings - sanitary soil, waste and vent. Waster lines adjacent to living areas shall be cast iron for noise abatement. h. Gas lines - Black steel pipe. 1. All copper pipe connections to ferrous piping shall be made with dielectric couplings or isolation flanges. 9. All piping to be supported by hangers or supported from the ground floor. Plumbers tape, wire clips and premanufactured hangers are acceptable. Supporting piping with framing only Is NOT acceptable. 10. All valves to be ball type of brass or bronze. Fittings to be brass or topper. 11. Supply air registers and return air grilles by Anemostat or equal. Register and grille finish to match interior wall finish unless noted otherwise. 12.. All HVAC equipment to be approved for use In California and meet the minimum performance ratings (SEER, COP, ACOP, etc.) calculated In the Title 24 Energy Analysis. 13., Equipment specified by manufacturer shall include all accessories, controls, etc. listed in the catalog as standard with the equipment. Optional or additional accessories shall be furnished as specified. DIVISION 16 LECTF�ICAi� I. All electrical work *hall conform to the latest adopted edition of the Natio0al Electric Code and any other governing electrical codes. 2. Conduits to be a minimum 24, below grade. 3. Utility services to be a minimum 3V below grade to top of conduits. Coordinate with mechanical, civil, landscape and Irrigation site drawings. 4. Provide pull wires In all empty conduits as required by utilities concerned. S. Provide 200 amp service (minimum) to each house service panel as shown on plans, unless noted otherwise. 6. Provide a separate circuit to be 20 amp with #12 awg copper conductors for each appliance. Light circuits to be 15 amp with #14 awg copper conductors. Receptacle circuits to be 20 amp with #12 awg copper conductors. 7. Electrical contractor to verity location of all outlets and switches prior to install- ation of finish material. All equipment, breakers, etc. shall be properly labeled. S. Thermostat shall be located 48, above finish floor. 9. All wail switches shall be secured to a wall stud and located W above finish floor and V above countertops. 10. Telephone, television and electrical convenience outlets shall be secured to a wall stud and located 120 above finish floor, unless noted otherwise. All switched outlets to be top half. hot. Locate outlets In accordance with N.E.V. 11. Convenience outlets shown on drawings as being above an adjacent counter surface *hall be Installed a minimum of 81, above such counter. An .outset shall be Installed at each counter space wider than 1:r 12. Electrical contractor to verity height of exterior wall bracket outlets prior to Installation of finish material. 13. All switches to be 14. Provide ground fault Interrupter circuits at all bathrooms, garages and exterior receptacles. 15. Electrical system layouts on plans are generally diagrammatic, location of outlets and equipment Is approximate. Exact routing of wiring, location of outlets to be governed by structural conditions and obstructions. Wiring for equipment requiring maintenance and Inspection to be readily accessible. 16. System grounding: Provide accessible junction box and wiring for grounding each main ° *lettrical service to reinforcing bars In concrete footing. 17. Materials -and equipment shslf-be new- and* listed...by'Uiiderlivritec*-,�Laboratories, Inc.; and bear their label whenever standards have been established and their label service Is regularly furnished. 18. Every dwelling unit shall be provided with a smoke detector conforming to U.B.C. Standard a. Detector shall be mounted on a wall or telling at a point centrally located In a corridor or area access to sleeping rooms. b. Where bedrooms are located on an upper level, detectors shall be located at center of ceiling above stairway. 19. Ceiling mounted fixtures In clothes closets shall be a minimum 18• from edge of shelves. Recessed and fluorescent fixtures shall be a minimum of V. Pendant lights are not permitted 20. Selected subcontractor shall provide drawings satisfactory to obtain all permits required, arrange and pay for all fees, permits and inspections required. 21. Contractor shall provide 3 sets of operating and maintenance Instructions In binders for all equipment and devices requiring maintenance or adjustments. . ................. . 1. Mandatory Features and Devices a. Minimum telling insulation shall be R4 9 weighted average b. Minimum installed weight of loose fill insulation per square foot shall conform with the insulation manufacturer's installed design density per square foot at the manu facturer's labeled R-Value ?s p. Minimum exterior wall insulation shall be R-11 weighted average. (Does not apply to exterior mass walls d. Fireplace shall have closable metal or glass doors covering entire opening of the firebox; minimum of 6 square inches In area of outside are with a readily accessible, operable, and tight -fitting damper (not required at fireplaces not located near an exterior wall); a flue damper to outside air with a readily accessible control; and no continuous burning gas pilot allowed e. Infiltration barrier (9 installed) must hpye an air porosity of €ass than 5 cubic foot per hour per square foot per inch of mercury pressure difference when tested in accordance with the requirement of ASTM E-283. L A vapor barrier shall be installed on the conditioned space side of all insulation in ail exterior walls, unvented attics, and unvented crawl spaces to protect insulation from condensation (Climate zones 14 & 16 only). g. Space conditioning equipment shall be sized to meet the requirements of 2-5352(9)0 part 2, Title 24, C.A.C. h. All heating systems shall have an automatic thermostat with a clock mechanism which can be manually programmed to automatically set back the thermostat set points for at least 2 periods within 24 hours , 1. Storage type water heaters and storage and backup tanks for solar water heating shall be wrapped with R-12 external insulation or greater. Hot water inlet and outlet pipe shall be insulated (externally wrapped) with R-3 or greater for first 5 feet in unconditioned space j. Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. Lighting used for specific tasks of decorative effect are exempt from this requirement It. Slab edge insulation shall. meet requirements of 2.5352(k), Part 2, Title 24, C.A.C. 2. Any Contractor Installing additional insulating material shall certify to the customer, in writing, that the Insulation meets requirements of 2.5313, Part 2, Title 24, C.A.C. 3. The following appliances shall have been certified to the California Energy Commission by Its manufacturer to comply with the efficiency standards for such appliances. Ducts and fitted joints shall be sealed with pressure sensitive tape or mastic a. Central Air Conditioners b. Gas Space Heaters c. Water Heaters to be stripped If no rigid'connection Is provided. d. Plumbing fittings, Including showerheads, lavatory faucets, and sink faucets. 4. Gas appliances to have intermittent Ignition device. 5. Air handling duct systems shall be constructed, installed, sealed, and Insulated as provided In Chapter 10 of the State Mechanical Code 6. Weatherstripping; caulking or sealants must be used to limit filtration In the building envelope at the following locations: Exterior joints around doors and window frames; between wall sole plates and floor, and exterior wall panels;. penetrations In walls, ceilings, and floors for plumbing, electrical, and gas lines; and all other openings in the building envelope 7. Door and windows to be tertM€ed and labeled to meet Air Infiltration Standard A-134.1- 134.4 , t 8. Exhaust fans and fan systems to have backdraft damper controls 9. Recirculating hot water piping In attics, garages, crawl spaces or unheated spaces, other than between floors or In interior walls, must be insulated in accordance with Table 2- 53e. E M 0 Certificate of Compliance: Residential Part 1 of 2 CF-1 R Shipley Residence (Existing) + Addition 7/15/2003 Projoct Title Date �4717 Fl.9ydCircle Santa•y�n�...,.1.,._•_T ..Y--._.�......,. .i.y_.�...._,,,,._ l>rcjoot Add mas Building hermit ! Title 24 Data Corp. (800) 287-8824 Plan Chook I pate Documantation Author Telephone omput9r Pecfr�rmance Field Check I Date Cotnpllanca Method (Package ar Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: ,.,.....,��3Q ft Average Ceiling Height 8..0 fY Total Conditioned Slab Area 1,6.30 Building Type: (check one or more) Single Family Detached ❑ Addition ❑ ;Ingle Family Atteohed ❑ Existing Building Multi -Family Existing Plus Addition Front Orientation: (North) 0 deg Floor Construction Type: FX] Slab Floor Number of dwelling Units: 1.00 Number of Stories: _ - I. ❑ Raised Floor _JSlJILQ!NU bfittLL ilvbumrA I tvnr .. ._..... onst. Cam onent Frame Assembly Location/Comments T T e U-Value (attic, garage, typical, etc.) S�A.b_Qn rad� nFa p.7 Covered Slab w -Ow Perimeter insulation....._ R40 Wall Wood 0.386 Exterior Wall $o1ld Wood Door Wood 0.3$7 Exterior DOOr R-30 Roof Wood 0.034 Exterior Roof Rl3 i All wwd 0.088 Exterior Wall FENESTRATION Shading 09ft9s Type Orientation Area Fenestration Exterior Overhang Side Fins SF U-Factor SHGC Shading Yes 1 No Yes / No ant (North) 47- �S?.60 __. _. .Stag screen ❑ X_ ❑ .aft (East) 96.0 0.60 _ 0.0 $uq Screen ❑ 0 ❑ D f l ht- (West) S ,Q, _ 0.60 0.66 Sun Screen ❑❑�'�' ❑ ❑ BUST Screen ❑ Ri ❑_ !xI I�Aa�South� _ 48.0 ti.t�D 0.65 Rlhx �wast) 20.0 0.66 0.65 Bug screen { ( yX ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ r❑ll ❑ ❑ T ❑ ❑ ❑ L__J H ❑ ❑ ❑ gun htitiamon Time- _ EnmW.. Job Number: 111855 HVAC SYSTEMS Now, input tlydronie or Combined Hydronic data under Water bating systems, except Design Heating Load. Heating E ui meat Minimum Distribution Duct or q p Type and Type (furnace, heat Efficiency Location Piping Thermostat Location t pump. etc.) (AFUEMPF)(ducts, attic, etc.) R-Value Type Comments Cautrat Fa}mac.� $0°I.o &FUE Dn ts_in 1t{ia 4,2--•. _---setbwk _._.._ .S.es_NV- Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location I treat pump, evae�p. cooling) (SEER) (attic, etc,) R Value Type Comments No Gooiino 10.0 SEES D 4•2 __-Setbads ties Hear WATER HEATING SYSTEMS Rafted 1 Tank Energy FaCO 1 External Water Heater Water Heater Distribution # in input Cap. ©r Recovery StandbyTank Insul, System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (at) _R-Value 1 For $mail gas storage (rated tapirs of teRS than or equal to 75.000 Btulhr), electric resistance and heat pump water heaters, list 9nargy factor, For fatge gaa aborage water heaters (rated input of greater than 75,000 Btuthr), hst Rated input, Recovery Efficiency and Standby Lass. For Instantaneous gas water heaters, fist Rated Input and Recovery Effdency. REMARKS tttle24'Q Corn malt} tit1a24@frazmtn.wm one Dray Service" since 1978 COMPLIANCE STATEMENT This oertif3cate of compiianoe lists the building features and performance specifications needed to Comply with Title 24, Parts 1 and 6 of the Callfomia Code of Regulations, and the administrative regula ions to Implement them, This cerdficate has been signed by the individual with overall design responsibility. The undersigned recognize Blatt Compliance using duct sealing and TXVs requires installer testing and certification and field verifioOon by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: �iG,f-- i �' Z.1 CA•� Name: Monika.Kirn��11 RF-MI-1026 Title/Firm: Schweitzer Architects Title/Firll * Title 24 Ewa Corp• Address: 1400 West l..ambert Road # E . _ Address: 632 Gigadale Trail . 8eoa,CA 92821 �_ Frazier Path, CA 93225 . Telaphone: 662 69o�322$ Telephone; (8001237-8824 Lie. #: C�U n.. . (;signature) '- Gate) (signattim) + (date )._ Enforcement Ageinoy Name: Titlo/Firm: Address. Telephone: -- (slgnaiurfilst;�mpjA dam ._�ua7Lill0ill8tttl{2n T!tlie: i1Tl15tt}3 9'j,;,3?.A;� i'3t1�f Code• 'iD5t3294�63....._ EnvrgyPro 8, i By EnergySoft _ . USor Number: 1348 Jab Number 111 SSG - page:4 of 19 Mandatory Measures Checklist: Residential (Page 1 of 2) MF4 R NOTE: Lawrism A"Sldential buildntgs SubaeG# to the SYandatds must contain lllese measures a�gardleBs of the compliance aipp=,Qh used. Items marked with an the Cent wte of Contpllance. when iitis checklist is incprporated into a►,godsk V) may be superseded by more stringent camp113nce requ'rrarnOnts idled on thpermit docurnents, the features riftO shall be consiftmd Dy ail parties as minlrnum component petfotsnariGC Speclalcations for the mandatory mcgsures e whctt►p r they are shovM elsewhere In the documems or on this Gt1CCtc1191 only. DESCRiPTION Instruations: ChaCk or initial applicable boxes or enter N/A if not applicable, DESiONCR ENFORCEMENT Building EinvelOPO Mealalures _ O 4150(a): Minimum lk 19 ceiling insulation. ("" 1 SIGO(b). LOW till insulation manufactt map labeled R Value, 11sO(c): Minimum R-13 wall insulaftm in wood framed walls or equivalent U-value in meta! frame waifs (60es sappty to exterior mass walls). � .. . X ,1615o(d): Minimum R-13 raised floor Insutatton in fremad floors or equivalent. Slab edge Insulation - water absorption fate no greater thait 0.3%, water vapor transmission rate no Elgreater than 2,0 pernVinch. L/� r §118: Irisufation Wecdied or inatetled moats insulatlan quality standafft. indicate type and forts. 11_1 §116-17: Fanewawn Produce, Exterior Doors and lnfitra0ani>=%9Itratfon Controls 1, Dogma and windows between condttioned and unconditioned spaces designed to limit air leak3qe• 2. Fenasdation products (except field fabdcatad) have label with certified U-Factor, certified Solar Neat: (gain Coefficient (SHGG), and infiltration certification. 3. 6xterior doors and windowsweatherstripped; all joints and penetrations caulked and sealed. - § 150(g): Vapor barriers mandatory in Cibmie ,Zones 14 and 16 only. A _.❑ § 15o(o: Special infiltration barrier installed to comply with 3ectlon 151 meets Commission qu311ty standards. - ❑ § I50(ey. installation of Fireplaces, Decorative Gas Applisnces and Ges Logs, 1. Masonry anti factory-W111 fireplaces have: a. Ctosaabta metal or glass door b. Outwe air Inwke with damper and ccrrrfrol c. Flue damper and control 2, No continuous buming gas pilots allowacd. Space Conditioning, Water Meeting and PluMbing System Measures § 110-13: NVAC equipment, water heaters, showerheeda and faucets caf fled by the Commission. LAJ § 1 fio(hy cleating and/or cooling loads calculated In accordance with ASHRAE, SMACNA or ACCA. § 150(1). SetW,;k lhemvWt on all applicable heating and/or cooling sy Mems, _ § 1500),. Ripe and Tank Insulation 1. Sbarago gas water heaters rated with an Energy Factor less than 0.513 roust be externaliy wrapped with Insulation having an Installed therrmal resistance of R-12 or greater, 2. First 5 fset of pipes elosest to water heater tank, non -recirculating systems, insulateca (Ft-4 or greater) $. Backup tanka for solar system, unfira+d siiorage tanks, or outer Indirect hot water tanks /lava R-12 external Insulation or R-16 combined Intemar/extemal insulation. 4. All buried of oxppsed piping insulated In redreulating sections of hot watat systems. 5, Gaoling system piping below 55 dogmeS F. insulated. 6. Piping inSulating 1 Ween heating source and indirect hot water tank. Hnor$ypro 3.1 By Energy5oft User' Number: 1348 Job Number;111850 Page;ar of 19 DESCRIPTION instructions- Check or Initial applicable boxes or enter NIA if not applicable. DESIGNER RCEMENT Space Conditioning, Water Heating and Plumbing Systern Measures: (continued) - IV 1#15%m): Ducts aild Farts 1, AR oucft and plenum lnstalied, sealed Md !nOSted to meet the requirmnent$ of the 1998 CMC SeCttans 601, Oda. 604 and RaNard 6.3, duns insulated to a minimum imtamiled level of R-4,2 or encbsed en#irdy M coMWoned space. openings shall be seeded with mastic, tape, aerosol sealant, or other tltect4mure system that meets tho aWlcabte requirements of l,1L181, UL181A, or UL1818. If mastic Or tape Is used to (.cal opewnga granter than 114 inch, ftte oOMWnatlon of mastic and either mesh or tape sholl Do used. Building caivittes shall not be used for cortvO- ng condittoned air. Joints and seams of duct systems and their components shalt not be sorrlt~d v4th cloth back rubber adhesive duct tapes unlC ,s such tape Is used in COMNnation with mastic and drawbanda. 2. oultding cavities, suppon platforms for air handlers, and plenums defined or Conin'uated with mateftkA other than staled sheet metal, duct board or Oodbfe duct shalt not be dsod for conveying arcnddWwd air. Bufiding cavities and support platforms may contaln ducts. Ducts installed In cavities and Support platforms shall nth bC compressed to cause mductim In the cross-seetieinal area of the ducts. 3. Joints and asams cf dtAd systems and their components shaft not be sealed with Girth back rubber adhesive duct tapes uniess stiob a tape Is used in combination with msstfc and drawWds. 4. Exhaust fan systems have Deck draft or automatic darner. 5. Gravity ventilation systems SbrVing conditioned space have eitherautomattc or readily a Die, manuahy opersW daropbr5, } 0, PmtecUon of Insulation. Ittsr,Nation shall be protected from damago, Mouding that due to sunlight, moisture, equipment maintenancd, and wind but not limbed to the following: Imulotion exposed to weather sholl be stiltabte fbr outdoor serV0 e.g., pmtaected by aluminum, sheet metal, painted canvas, or plastic cover, Cellular foam Insulation shah be protected es above or painted with a coaling that is waW rCl3MM and provides shielding thtim solar radiation that = cam .degmdation of the material. (- 114: Fool and Spa Heating Systems and Equipment 1. Certified with 70% thermal of dency, on -off switch, woa rlaot gperadn9 instructions. no oledit resistance ideating, and no pilot. 2. system Is Installed with at least 3B° of pipe between filter and heaver flu locums solar, c+pver for outdoor pools or taps&. a, At least 360 of pipe between fitter and heater for future SOW heating. b. Ctnrer far outdoor pods or outdoor spas. 3. Pool system has dlmr&nal Inlets and a circulation pump time switch_., §1 is: Gas fired central tartars, pool treaters, spa heaters or household cooking appliances have no continuously burrtiitg pilot light. (Exception: Non -electrical cooking appliances With pilot K ISO am/hr) J0118 (t3: Cool ROOD material meet specified criteria Lighting Measures §150(k)1; Wmingiire4 for general lighting in kitchens shall have lamps with an offiotyQ IuMens/watt or greater for general Ilghdng In kitchens. Thls general fighting MwIl be controlled by a svdtoh on a readily accessible lighting contmi parted at an entrance to the khchen• L§ 150(k)2: Rooms with a shower or bathtub must have either at least one luminaim with lamps with an of ocy of 40 lurtmena/watt or greater switched at the entrance to cite room or one of the alternative to this requirement allowed in section 159(k)2,; and reamed c:efitng fl wrea are 10 (insulation caner) approved, _ 3.1 By EnergySaft . User Number. 1340 Job Number: 111e56 pagia Of 19 SGHWBTZ�R ARGHfTEGTS I400 W. LAMBERT RV SUITE E 6REA, G,4 42821 TtfL:S62.6d10.32241 PAx562.616to.2051 TITLE: e EN. NOT= i2��llSl r��t5: I a8 ISSUE DATE: i'RQ JEGT NO. S,h0314 SHEET AS