The URL can be used to link to this page

Home My WebLink About10141313.pdfNO-TI- The Information provided on these drawings was was obtained from official or non -official sources, owner, as - built drawings, field verification or other available assistance. The information provided on these plans / construction documents shall be verified by the owner and/or contractor prior to the start of construction. O' r ...�..Mum 22=.0=► 1-err wall Proposed 2 _0 2 car_. garage 50 sf Total roar yard ,. area: 1210 sf Existing Garage to be demolished ...... •. I i ;f 18'X 18" (324 SF) f i t u W. 01 ::;:;: ::.= •::; '%'% • i;: � :art;: '' ' LO •:+t! ':j%' Sir'' ::t::iXi:. roposed�. Addition 465 sf ''ram r "rw• �:. �> v� .6� „y: :.....,�{� �: , rnr,;n•.,, • r» `•`%•/, `•`•,••>ri r J ;+ •F..y,,.?> � . r�rf' +O:<"'f%i�Lry«% %%/'lam /✓` �� " .'++Y'r,,C�!l•'•"'f�j��,'4>•.f>f+,i.:y >i'�:i�, j �'•,r�rjr i?+ a✓ �+hr, j Jfps a �s': 'I > J / �^�'+/' •,; .�, ,>t_�, ,,�'• :- lS�� r �j •''•fir.. 11 +%.• ''� r' "�:� f yam, r r',J:,�,r��.S t �j>l �rr • +' �• , • ? , `H`>. j `.•�v 7: ` • ii:�'''hh• >" a>!i`k; }q'`°` f �i 2�•�l r,�Y' -Y.yrr ./ .• •Y, „-;., �`.�' . S" 1 rS sr< 'u."Py✓- r�{'•'� >y{r-, �wr''.. • [ r;.>arG •t>ivY `�`� o' ` , �y` • , `.� •:y;�-a�y,,�r�.�<s{�c:•�•.!��.ryz r'�ls'',,.?,q'.,; � •� - - • rr�+� �, t?>r�-rx'rr.rr�:�,'+.•`r`;?,�.• r'•`>y%%�r i : t+, , •a d,�..•'c;,.-.,;r� .an ;,fi.;yJ'','rli!;•v,.'.;;•+- a+.i.,i:>.. ,%% �•��>"' {c .a. '� �>. . a:1�.s��::1�;;`..J��.�x�,,;n•'�,�•y•;ri>��r7�`>�''�/,'' , �h' ? ¢� Ss?:?' �.r .«'•r" :� r �,�yJr; :�r:"�r .Xk �.Gr'i%t�/{ j' ' .ry �t +, r• -�+t` ,,.,;.,. r.. >::..i,^.;..:>: '�,.>•• r "%jf•'r�,. ' . r.. ! fto, Existing Single v �' `�'y�v�@ ., ��>x:`s�:r,•,.\S.-:'�,�a•>.,ci'�?''�::i�,.G�rv�jh:,:;z;�`.:>�:c:�23�J•:'��..�s Ji��o r rr ROMFamily Residence 907 sf 10 rrf r;�-� .'< •:jr:•�,<: r•.a A'�l'J "9i�,>;+r< - > .�i%'+�,• �: ��y ., .'� ^<`` '.,� :.i>.ic? •`c : ; 3rfi > >�vr�yr1f,,?-�! !�7.��(�r�r,.��/�''�r'''✓`� lam,,,,. s . `'v�f 1+7iCc ys ';i i�.'</ #f• a<`� i . . �`+L,. >J�-.',t''!32rr�i.,:.�a•�?i�;s.+>,•rT,';:?•Jyr:>1:; l; rFy, ' ��2'��1.•rW�'t?'C� ,.::< : � •>�� . a.: /Jli�- _ y,,+'y{ �''> `rrr< �s%ifr/,.<ifi/ 5 ri ,;$, lr ..� � ., _ .... _, _ .. .... , .. ... .... _. IVA ' � .�3vaa�,+;?n• �"•• ��x �.2��"hc�, 1•t`•�u`> J?"`.�>4:• r"rij•.s:��n. 1`j'r�+" r`>' C•r/..nCY� �'+l.C�rj� ✓ �.. •A{Y?.. r ->r•`.:'�✓r,,+ . ,.+ i- n r�{,;. ,iy�>,�-•a{;�� '�.r+r ✓'.' %'• it �%'��i:•+r- . .,�,+•1,- ry��^•�afiarz- ,,+�. Yea �',+�-�c��'�ry..�^,,�fr:S2>. ... , ..d. _ k ^�`' + ry<.o`•v , ;�`152• . � •,, ft>.'3?�?. yjSf>,i?.,: ;^r>'r'S. �> .� • •,: ' r Z\"•S.,'�''cSS�+:. c+ \. �+>:5.� t •'R:��S�>;� '.�•V'>F%',rl.�>'Y{:( �+, ,.. +, > •.,. >'yn •• Jim LO .any, . Gt>/ 01 Sidewalk Lot area: 61 5 sf ' Lot coverage: 1922 sf P r Lot coverage (0/*): 31' % a ay 1124 S. Parton street P L 0 T-P L A N_ Scale: 3/32 - t • yy yy r. 117 �� n. .^a:aa: k •,+ f � m.. _sa...sw.uxm. am, w....m..xrn. NO PROJECT PHASING PHA EL• THIS PROJECT -PLAN CHECK AND PERMIT ISSUANCE IS FOR THE DEMO OF THE EXISTING GARAGE AND THE CONSTRUCTION OF A NEW 2- CAR GARAGE. PHASE I1� NOT A PART OF THIS APPLICATION PLANS PREPARED► BY: ILPING ANALYSIS ENGINEERING BY Rick Moser CITY OF SANTA ANA 21296 Monterra Uniform Building Code, 1997 edition Charles A. Johnson Jr. Lake Forest, CA 92630 Uniform Housing Code, 1997 edition P.O. Box 6284 949-695-4433 Uniform Mechanical Code, 1997 edition Garden Grove, CA 92846 949y!�'51.9540 Fax Uniform Electrical Code,1996 edition (714) 898-6180 Uniform Plumbing Code, 1997 edition LrE ESCRIPTIGN: Buildina Data: JOB .ADDRESS: 1124 S, Parton Street City of Santa Ana Zone: R-1 VICINITY: McFadden & Broadway Construction type: V-N THOMAS GUIDE: Sprinklered: No ASSESSORS PARCEL No. 013-092-20 Occupancy: R-3 LOT NUMBER: 6 Occupancy Load: (Table 1OA) BLOCK: A Dwellings: Existing Single Family Residence TRACT: 869 Building Department: City of Santa Ana LOT SIZE: 54` X 123.E LOT AREA: 6175 SF *PROPOSED CONSTRUCTION: Master Sedroom & Bath, Bedroom 3 and Den conversion TITLE: 24 ENERGY CALCULATIONS NEW LIVING AREA: 465 GSF Total new Living area = 465 GSF PHASE I: 2 car garage Rick Maurer Total new area on grade =. 465 SF � 22� X 25= = 55t� Sly 7544 E. Saddlehill Trail New two car garage = 550 GSF Orange, 92869 15 714-�'1-1507 -EXISTING STRUCTURES: Single family residence Detached 2 car a � Y � c garage Living area: 907 S. F. OWNS UIL OER: Living Area on Grade: 907 SP + Garage 333 SF =1240 SF lot coverage Lenora & Chuy Sanchez Existing Garage: 324 SF (to be demolished -DEMO) 1124 S Parton Street TOTAL NEW LIVING AREA: 465 + 907 1372 GSF _- Garage (550) =1922 SF Santa.Ana, CA 92707 (714) 285-1856 TOTAL SQUARE FOOTAGE ON GRADE: New and existing + garage = 1922 S.F. LOT AREA: 6175 SF TOTAL LOT COVERAGE: 31 % (Max allowable = 500%) SCHOOL TAX COMPUTATION: 465 S.R. NEW LIVING AREA X $ (<500 sf exempt) Of � 1 4 s ' ,Ix t R ^xz r•-n x '•v fit^ `",. *, :: s+"£a, Fs"* €�"'S 6 tip � yam, a Thg�.,gg 3 � Ai�`��a> c,� •*c.� t_ ors '�4 e:.. `'t an�.� �ha f"?k: �`rs �a#`�j P e�a �� j"w`s' r is Y�-�6t Cj9 t a t ya e C L s a a'' h 4 w9 flArm�R� Pia «$per �a ot� b� Ha��rrd�aa 3 ti �3Siac #yea§ of be held o .a 0D pravisions 61 AW Cicq Of risa, StzioU1. Accepted B 1 I F GW4a % Ati I•. ki 4a'S'� . o olof Z :''d E4 'CL Z Co< Project: Plan Check Number: Scale: l Project lumber; sheet A100 O Sleet gi R—Ro'-I REAR ELEVATION ats-re E.-I. en&vp LE'Vo- -, T-1,0,,� F-opr—lej es. vs eve r r Paa 6-W, pc"S ft LL. OF N T ammoom"m mmm 4 ' Post per foundatiort/framing plan (4X U.N:O.) Shear Wall where occurs, per. plan ' See shhear wall schedule . IE^dge. nailing &.bottom Slab w/ reinforcement per Plate, per Shear''wail. foundation plan. schedule ••s e>i„':X : F•y ly yy 'iT,• 1 ;. f, Nat. Grade �c �f. V: ,:d 4 } q i ! i cu o 2 AND FILL " • S 6 MIL VISQUEEN, LINO u.. U cis v • _ See foundation plan or ftg 0 M • U � .. ...�. zX:• , schedule fcrr €oundation " } << ''r< reinforcement. . See Foundation schedule or plan EXTERIOR FOOTING DETAIL - HOLDOWN • r , -Boundary nailing per Roof sheathin per framing plan framing plan (1 Qd com. nails Roof joists per framing plan @ 6" O.C. UNO) Additional slopped joist 2X .FASCIA �`"`"``-•,. "Simpson" A35 per ROOF RAFTERS 2X "Continuous slapped double top plate shear wall schedule PER ROOF 2X6:.Raft 'r ties at 48 O..C:. . E.N. Per shear wall 'FRAMING PLAN ► schedule (1Od com : nails @ 6" O.C. UNO) Shear wall where occurs, see framing plan : Cripple studs to math size and : spacing ofmal'l studs. E.N. Shear wall studs -per shear waif schedule SHEAR TRA SFERAT.ROOF Shear wall where occurs per ptm. ; See shear wall schedule "Simpson" SSTB16 at RHD2 "Simpson" SSTB24 at PHD5 "Simpson" SSTB28 at PHDO 1 "o headed A.B. w/ 32" Embmt . . at PHD8, HD10A & HD14A . . • r Edge nailing & bottom Plate per shear wall �--. schedule Nat . Grade Mq W ..0 V 0 V ��3] \ tz• _ 0000 0. (L co a; G} o CL W = rn a CL p �' co d- ,., a- c+) as - F N 4 Deepen footing for a distance of V-0" centered about holdown where A.B. requires deeper footing. . holddown per foundation plan Stab w/ reinforcement per foundation plan. \ „ 2 SAND FI LL 6MIL V UE lS Q EN UNO See foundation plan or fig schedule for foundation reinforcement. See Foundation schedule or plan EXTERIOR FOOTING DETAIL - HOLDOWN SIMPSON MSTA36 STRAP AT 48" O. C. NAILING PER .MFR REQ`MTS' 'SIMPSON' L-70 W/ 8-10d nails per angle ROOF RIDGE BOARD PER ROOF'I^RAMING . PLAN RAFTER TO RIDGE DETAIL 1 E L'J m Concrete slab on grade per plan 1/2"'JOI'NT WITH SEALANT SLOPE Concrete or pavement F.G. i CC r�t L M � 1� Y I 2ti 'S f .'Y i v , s t Y. r z_ r `�r, � • � 3 ,r tt u� "Si. v. �i �� ,ate' � �:�.'�v�'�•"� t R �e r i� c �G See footing schedule 1 #4 CONT @ T & B 3" Clr See Foot Schedule FOOTING AT GARAGE DOOR OPENING 91 ❑7 ROOF JOIST - SEE PLAN FOR SIZE ROOF SHEATHING PER FRAMING PLAN i 2X SOLID BLOCKING BOUNDRY NAILING PER FRAMING PLAN 2X exterior trim to match i + + existing residence roof 2X6 Rafter es* erh at 48" O.C. + *Simpson" A35 per shear wall schedule 3 16d Nails per R/R to C/J () �,, Dbl 2X top plate E.N. Per shear wall schedule (10d corn. nalls @ 6" O.C., U.N.O,) Shear wall studs per shear e p S r ,. wall schedule where occurs Shear wall where occurs -,see framing plan) see framing plan RAFTER CONN. DETAIL SECTION 26 Continuous 2X. top plate' B.N.—......,...,, 2X4 Cripple wall above Door Header�� Solid sheathing - 3/8' CDX plywood shear w/ 8d's at 6" $120 with continuous 2X top plates 4" X 14" continuous Header -- "Simpson" Strongwall - see plan "Simpson" Strongwall assy - Use SW 22X8-4 where shown on, framing plan "Simpson" SSTB-28 7/8"0 headed A.B. w/ 25" Min. Embmt w/ (2) 5/8.0 A.B. between each SSTB-28 see installation sheet ford additional Information \ 1 Finish Grade tc �Q cn w C, .� Deepen footing for a o distance of 3'-W centered U about holdown where A.B. �e E = F o a. Hotddown provided with Simpson "Strongwail" Stab w/ reinforcement per 6' Wide Curb foundation pian. it varies but no V anywhere 2" SAND FILL 6 MIL VISOUEEN, UNO See foundation plan or ftg schedule for foundation reinforcoment. requires deeper footing. See Foundation schedule or plan "SIMPSON" STRONGWALL & EXT FTG DR 10t z VT • i C 9t�J rjl t an tan i { POST OR KING STUD CONT. OVER OPENING EDGE NAIL PER ------ SHEAR .WALL SCHED. 3x STUD PER PLANS HEADER PER FRMG. PLAN EDGE NAIL PER SHEAR WALL SCHED. Y I V Y 4x BLK., 2 SPACES MIN. � EACH SIDE, ABOVE AND BELOW OPENING. SILL PLATE X X x\ � � TK AIL SPACh ER SHEAR CHEDULE PLYWOOL JOINT EDGE NAlL1NG @ 3x 4x STUD PER PLANS EDGE NAILING @ 3x MST 48 STRAP w/ y46 -- 16d's 4—CORNERS STRAPS SMALL BE PLACED OVER PLYWOOD 1) SEE TYPICAL SHEAR WALL FRRMING ELEYA170N, OE7AfL _ ,FOR ADDi'f10NAL INFORMATION. 2) NOTCH PLYWOOD tF REWUfftED p„� TYP. SHEAR WALL OPENINGM��7r3 euM �u�crn MINUMUM SIZE FOR SQUARE PLATE,WASHERS ANCHOR BOLT SIZE PLATE WASHER SIZE 3/16" x 2' x 2` 3180 1/4M X 21• X 21» 5/16" x 3" x 3" 3/8" x 31" x 31' PLATE WASHERS BOLTED HO=WNS IN SHEAR WALLS SHALL BE INSTALLED PER- THE FOLLOWING PROCEDURE AND SEQUENCE A. BOLT HOLES IN - POST MEMBERS TO BE 1/32" MIN, TO 1 /16" MAX. LARGER THAN THE HOL.DOWN BOLT SIZE. BOLT HOLES IN PLATE MEMBERS T'0 BE 1/2" LARGER' THAN HO;LDOWN ANCHOR BOLT- SIZ& ,ALL. HOLES TO BE DRILLED,, NO ADDITIONAL HOLES OR DEFECTS WILL BE PERMITTED IN POST OR PLATE MEMBERS. B. INSTALL POST BOLTS WITH ONE OVERSIZED WASHER EACH BOLT PER SPECIFIC DETAILS. WASHER TO BE ON THE SIDE OF POST WITH NUTS. INSTALL BOLT WITH THREADED POR77ON AND NUT OPPOSITE THE SIDE WITH THE NOLDOWN. DO NOT TIGHTEN NUTS. C. TIGHTEN ANCHOR BOLT NUT, SUCH TO ENGAGE THE POST BOLTS AGAINST THE BOTTOM OF BOLT HOLE. D. TIGHTEN POST BOLT NUTS DOWN ON THE OVERSIZED PLATE WASHERS Ef AUTHORIZATION TO COVER SHEARWALLS WILL BE SUBJECT TO RETIGHTENING OF THE ANCHOR BOLT NUTS TO THE SATISFACTION OF THE CITY DEPARTMENT OF BUILDING AND SAFETY INSPECTION STAFF, KNOW P-LYWOOD JOINT NAILING � � g HOEDOWN INSTALLATION.NOTES a EDGE NAILING PER SHEAR WALL SCHED, 3x STUDS PLYWOOD coNr. 2x eucc. ----� PLYWOOD SHEETING PER SHEAR WALL SCHEDULE` LAYOUT SINGLE SHEET w/ GRAIN RUNNING VERTICAL Y Y V 00 1 V NivI I/ TOP t PER SHEAR! WALL SCHED. FIELD FLAIL. PER SHEAR WAU SCHED. EDGE NAIL ' PER SHEAR WALL SCHED, BOTTOM (SILL) PER SHEAR WALL. SCHED. 1. ALL. STUDS IN SHEAR WALLS SMALL BE 2x4 0 16" % MAXIMUM. 2. MII. WIDTH OF SINGLE PLYWD. SHT. SHALL BE 18" AND EXTEND OVER 3 SUPPORTS MINIMUM. 3. WHERE POSTS OR MUL77PLE STUDS ARE INDICATED AT THE END OF A SHEAR WALL SUCH RE'M S SHALL EXTEND WITHOUT VERTICAL SPLICES FROM THE BOTTOM R TO THE TOP C. 4. PENETRATIONS IN SHEAR WALLS SHALL NOT EXCEED 6" SQUARE AND SHALL BE SPACED NOT CLOSER THAN 6 =-0" %. 5, PRIOR TO COVERING SHEAR WALLS, THE GENERAL CONTRACTOR SMALL SCHEDULE AN INSPECTION OF THE SHEAR WALLS BY' THE CITY BUILDING AND SAFETY fNSPECTION STAFF. C17Y DEPARTMENT OF BUtL.O`ING AND SAFETY APPROVAL OF SHEAR WALLS IS REQUIRED PRIOR TO THEIR COVERING. . SCALE TYP. SHEAR WALL FRM, a ELEV TION N.T.S. SHEAR 'WALL SCHED'' NO. ALLOWABLE SHEAR. LBS. / FT. SHEAR WALL DIAPHRAGM ROOF % FLOOR DLAPHRAGM ATTACHMENT 7 SILL PLATE ANCHORAGE PLATE REQUIREMENTS SHEAR PANEL MATERIAL NAILING SHEAR TRANSFER iCONNECTION SPACING (IN.) STRUCTURAL I PLYWOOD THICKNESS IN.) NAIL EDGE FtEf.O A35 A35F'� 5/8"0 x 15" SPACING (IN.) 314"0 x 15" SPACING (IN.) TOP BOTTOMi 1 280 3/8" - ONE SIDE 8d 6 12 15 6 16 32 -w DBL-2x 2x 2 430 3/8" -- ONE SIDE 8d 43 fit 10 10 24 32 DBL-2x 3x 3 550 3/8" -- ONE SIDE 8d 3.5 3 12 8 9 16 24 DBL-2x .3x 4 730 3/8" -- ONE SIDE 8d 2 12 6 6 16 24 DBL--2x 3x 5 860 3/8" BOTH SIDES 8d 4 12 5 5 16 DBL-2x 3x 6 1100 3/8" -- BOTH SIDES 8d 3,4 3 12 5 5 — 16 DBL-2x 3x NOTES; 1. ALLOWABLE SHEAR 'VALUES ARE BASED ON CABLE 23--fit-1-1 OF THE 1997 U.S.C. 2. ALL PLYWOOD SHALL BE STRUCTURAL. 1 w/ MORE THAN 3 PLYS 3. STUDS RECEMNG EDGE NAILING SMALL BE 3x OR WIDER w/ EDGE AWAIUZ NG PER DETAIL 6 4. WHERE PANELS ARE APPLIED TO BOTH SIDES, PANEL JOINTS SHALL BE OFFSET TO FALLv0oji�ENT FRAMING MEMBERS. 5. ALL EDGE NAILING SHALL BE STAGGERED WITH FAILING PER DETAIL B 6. USE 10" LONG ANCHOR BOLTS MINIMUM, U.N.O. IN DETAILS 7. PLATE WASHERS PER DETAIL T SHALL BE PROVIDED AT ALL SILL DATE ANCHOR BOLTS. LEGEND: X' INDICATES PLYWOOD SHEAR PANEL LENGTH INDICATES PLYWOOD SHEAR PANEL CALLOUT PER SCHEDULE INDICATES PLYWOOD SHEAR PANEL ATTACHED TO. THIS SIDE OF WALL /y/3 /3 .� SHEARWALL SCHEDULE . I . . . . . I . . , I I . . . I . . . . . . : . . . . . . . .. .1 . . . . . . . I .. i � ,:�_ I . . I . . . . . . . . � I . I . . . . . I . . . . . . .. . .. .. .. . . � . . . . . . . . . . . . I . . . . . . * I . GENERAUNOTES PERTAINIL�G TO THIS DEVELOPMENT. . � .. I I 1. � . � . . . I.. I : .. . 1. .� '. . . . . . . . � . . . . . I . . . . � .INDEX OF SECTIONS: � . . !. . . � . I . � . I . . � . . : . . . . . . . . . . .1 I . . . . . .. . SECTION A - SUMMARY OF THE WORK � . . . . . � . . . . . , � . . . . . � . . '. SECTION B - GERERAL REQUIREMENTS AND -INFORMATION * . .11 . . SECTION C - SITE PREPARATION AND/OR GRADING . I NOTES . . . . � . SECTION D - DEMOLITION NOTES AND PROCEDURES . .1 � . . . . I � . 4 . �...1. .,... I.S.ECT.IOIN . IE -' .. FOUNDA. TI II.O. N..' .S. ' .. . . . I... �.. .I ..I.� . .. . I .. . I . . . . . . I I . I. .. . , SECTION F - CONCRETE ... . .. . ..1 .. . I . �I I �. . SECTIONG - Omitted . . . . SECTION H-REINFORNG STEEL ' . SECTION.I.- Omitted . . SECTION J - Omitted I . ' SECTION K -' GLUE LAMINATED BEAMS . SECTION -MANUFACTURED WOOD TRUSSES OR JOISTS . .. SECTION M - Omitted . . . . .. SECTION N - Omitted ... . .. .. . SECTION0 - Omitted - . .: SECTION P - GARAGE I I. . . . . . . SECTION Q - Omitted .- I . . . .1. . . . SECTION R - MANDATORY CONSTRUCTION REQUIRMENTS . � I . . . I . . .I I .. . � . SECTION. S - Omitted . . . � . . .. .. . . . . . . . .. . . . . SECTION-T - GENERAL CONSTRUCTION NOTES ' . ... . . SECTION U -. CUTTING AND BORING OF STUDS - I I I . . � . . .SECTION V -BRACING - � ' ' I . . . . . . . SECTIONW` 7 FASTENING OF BUILT-UP BEAMS / USE OF LAG AND NAILS . . . . � I . . � .. . . I . .. I � , SECTION X -ROOF SHEATHING 8ECTIONY.- Omitted . . . SECTIONZ -' NAILING SCHEDULE .I. .. I . . . . . . . � . I . . . r I I SECTION . A.A- Omitted . .. I . SECTION AB - ROOF MATERIAL I/. CONSTRUCTION NOTES . . I. I . . SECTION AC - DOOR, WINDOW.AND,GLASS & SECURITY NOTES . SECTION'AD I - Omitted . . �. . .1. . . ' . . . I . .. . . . - . . SECTION AE - APPLIANCES . I . . . � . ,-SECTION .. AF .-0mited ' . . . . 1. I . . I . . . .SECTI.ON. A.G. - - ELECTRICAL REQUIRNIENTS, GENERAL . , SECTION AH-M[SC. WORKAND INFORMATION . I . . .. I . I .;. . . . . . ... I . I .. . . . . . , - . ,N0T'E:'IF A. SECT -ION IS MISSING FROM THESE GENERAL NOTES THAT SECTION DOES NOT APPLY TO . . . . . . " , . . . I .. . � THIS PERTICULAR. PROJECT AND THEREFORE HAS BEEN DELETED! . . I . I'll 11 . . . � . . . . . . .. . . . . I . � �, . . . . .1 I . . . - .. 1, . .. 1� . .SECTION -A - SLAIMARYOF THE WORK. . .1 . 1� . . . I . .11 .� . I ... . I .. . ' . . I . 1 ' Intention: The intention the documents is to include all,labor, materials, equipment, and.transportation necessary : . . * . . I . ' .1. , - for or complete and proper execution of the project � 2. Scope:, All trades- shall fin-nish all labor, equipment. materials and perform all work necessary, indicated, reasonably . I . ' . . . . i 'inferred,. or requited by, any agency having jurisdiction to complete their scope of work for a complete and proper . . . � . .... -finished job. : Where fiktures, equipment, etc.,,' is furnished by the owner, the contractor or his -subcontractor shall I . I . . . ' . . I . . . . I 1. I . assemble and install as required where indicated on the drawings. All warranties, owners' manuals, etc., shall be , . . . . . , . . . . . . ... . delivered to the owner prior to final. inspection. The contractor shall guarantee his labor and materials for a period , . . . . . , . . . . . I . of one ''year from completion date of this project. - Completion is indicated when the owner makes final payment and . . � . .. .. . . � 1�c . . . � . � The "signs -off" on the project.. and all pick-up work has been completed to the owner's satisfaction. . . 1, � . I . . . .. - ' The contractor and his subcontractors' shall be responsible for and verify all conditions and dimensions on the job . . . � .� 3. . � . . ' .. . . . .. . . I . . . .. �. . . site prior, to thestart of construction. The designer shall be notified of any discrepancies or inconsistencies prior to . . . the start of construction. Unless awritten notice has been furnished to the designer stating otherwise, the contractor � I .� . . . I ' 1. . I : , . - . shall be deemed to have, found such plans and. specifications in proper form for execution of the work. . � I . . .. . I . . � . . . . .4. The project designer o� engineer will not be responsible for any action taken by anyone on the project if that person . I ' � - * . . . ' i i I . . '.. :::, has knowledge of any discrepancy, omission, or ambiguity in the calculations, drawings or specifications until the ......'... designer -has been notified,. corrected the made the inclusion or more clearly explained -the intent of the � . I . . I . I - . .. . I 1. .. . ., calculations, drawings or. specifications.: . I . . ..... 5. :- Written dimensions shall have -precedence over scaled ' dimensions on the drawings. . . . � I I � . . . . . . : . � 6. .'. Conventional details shall apply where no special detail or section is, shown. This office, will furnish any 1, . 1 . . I . . � � . , . clarification detail at the request of the job- superintendent or owner, . I I , I I , .. , . ' I . .. � . , . . 1 7. The design, adequacy and safety. of erection bracing, shoring, temporary supports, etc., is the sole responsibility of . ' responsible f . the contractor, and has not been considered by the Structural Engineer. The. contractor is responsi or the stability . I . . . . .. . . . I . I .. . .of the I structure. prior to the application of all shear walls., roof and floor diaphragms and finish materials. He shall . � . � � . � provide . I I I . . � . provide stability prior to the application of the aforementioned materials. I . . I I .., . " & The contract structural drawings -and specifications represent the finished structure and do not indicate the method of I . . . I . . . . � construction. The contractor/owner-builder shall provide all measures necessary to protect the structure -during . . . . . . I � ' - . . . . . . I . construction..: measures - shall include, but not be limited to, bracing, shoring for loads due to construction . I . I . � I . . equipment etc. Contractorlowner-builder at his own. expense shall engage properly qualified persons to determine . . . . . . I . ' . . . - . . . .1 . I '. field layout of building elements. . I I . . 9. It shall' be the responsibility of the contractor to locate all existing utilities whether shown hereon or not and to I . I I . . . I .. I . 11 . I.. ., .. . I protect them from damage. The contractor shall bear all expenses of repair or replacement in conjunction with the I . I . I I � , I . . . . - . . . . . . prosecution of this,.work.' Verify with the owner of the,project if existing drawings are available indicating "as- , . . 1. I I . . . . . ... �. . I . ... I built" conditions. . . I I . . . I . . . � . . � � I I . � . .�.. . ... ... 4...._1. . ........ ".. . .. _1 .... .. ... . ..... I ....... . . . � . . . . . . . . 10-' No changes are tobe made on these plans without the knowledge or consent of the engineer whose signature appears. . . ' . . I. I . . . . . .. . . hereon. . .. .., .. . . � ... I .. 1 I. Alternatives- No alternate method of construction Or substitutions shall be allowed without approval of the Engineer I , � I . . I whose signature appears hereon. Any deviation from the approved plans shall be approved by the Building I I . I � . . I . I � I Department the Engineer, the designer' and the project owner prior to execution. . . . � I . . . . . . I � . � 12. Work shall comply with these general notes'unless otherwise noted on the drawings or. specifications. . i . . . . . .. ., .. . I , 13. All dquipment..removed shall be returned to the owner in same condition when removed or disposed of properly by . . . . . � : I I indicates .. the contractor or. ' his'sub's if owner so indicates such disposition. . I . . . .. �. • I I 14. - RESTRICTIVE' These designs, drawings and specifications are the exclusive property of R Moser . . . . . .. .1. I..-; - - . ... . . . � I . - Building and all information shown. is confidential to all recipients and no part of these drawings can be . I . . . . . copies, reproduced or transferred, nor can any structures be built from. them without written consent of R Moser . I . . � . . . . . . � I . . . . I . I . Building Design. Copyright 2001 R MosmBuilding Design, all rights reserved. . . I . � . � . . . . . . 15. Plan check/pennit application for .which no permit is issued within 180 days following the date of application shall . . . . � I ' ' . . . � . . . I . . . . expire by limitation per section 107.4 UBC. .. - I . . . I .. . . . . I 1. I � . I . . . . . .. . . . . . . . SECTION -'GENERAL REQI�N�D_N�TS AND INFORMATION: . . . .. . 1. . � . . . � . . 1. . . � . . I . . . . . . . . . . . . . . I . . . . , 1. All work..'shall conform to. the minimum standards of the latest editions of the (UBC) Uniform Building Code, 1997 Edition, . . .. . . � I I .. and to the latest edition of the. Plumbing,.. Mechanical, 'Electrical, and other codes'that may be applicable and any other . . . . - . . . any . . .. .. :-regulating agenciesi that have authority over y portion of the work, including but not limited to, Planning department, ' I .. I . . Zomng Department, Fire Marshal,. Health Department, Public Works DepartineM and the State of California Division of . I . � . . . � . I Industrial Safety, including those codes and standards listed in these notes,- specifications and plans. Where no details are . . I I � . I I shown, construction shall conform to similar work and to the standards of the construction practice. . . I . ''.. . ; . . . . I � . . � . . . . . . I . . . , . . I . . . . . . . . . . . . . .. . . � . . . I I . � -.See drawings:for the following. information: I I ; : . . .. . . , . . I . I 1. - ,Size and. location of all door and window . Size and location- of all -interior- and exterior non -bearing . , . . openings. � . I I . I , I � . . � . . . . . � Partitions. . . .. � � I . I .. . . . . I . . .... ' . 1.2. Size of all. concrete curbs, floor drains, slopes, depressed areas, changes in level, chamfers, grooves, . . . I - - - . . . I . .. . . . I : � . . inserts, etc. , .... . . . . , . � . � . I I . . 3. .. Floor and roof finishes and location of all floor and roof openings. . . � . . . . . . I � . . . I . . . . . . . . . . .. . . . I . ' - Openings, pockets., conduits, chases, trenches, etc., shall not be placed in framed slabs, decks,, beams,, joists, columns, walls,, .. .. . etc:, unless -specifically detailed or noted' the structural. drawings. The contractor/owner-builder shall notify the structural I I �. . . . I . I .. I . . . . engineer when drawings by others -show such openings, etc. '. . . . . " � . . .1 . . . . . . I . . . . . . A. S.T.M, specifications noted on the drawings shall be of the latest revision. .. . . . 1, . . . . . . I � . . . . . . I I . .. . .. .. .: . . � . .. .. . . . . .. . .. IplacedI I . I . . , . :. Construction shall be spread out if 'on framed floors or roofs. Loads shall not exceed the, design loading for � . '. .. .. . .. . I . . . . . . . . , the supporting members.. 'I .. , . .. . . . I . . . , . . I . 1 . . � . . . . . . . I I . . . . . . .1 . . . . . . . : . . . . . . .. I .. ' - . I I . . ,:'SECTION C - SITE: PREPARATION . : . I . I . . I .. . I . I t . I . I . . . . . . � . . . . . . . : . , Ddritigsite clearing and site earthwork the contractor shall determine if any fill, excavation or buried foundations � , . . . I I . � . .. . i . i . . or. structures are on site. If. any such are found, the designer shall be notified immediately. it shall be the "responsibility of the . . . ' - I . I contractor to locate all existing utilities shown hereon or not and to prote;ct them from damage. . . I . � . I . . . . . . .. . I . . . . . I . . . . . . . Protect, adjacent properties. and public'utilities from damage by this work. . . . .. .1. I .. I. . � � . I . . . . . . . ... .. . . . I , . . I , . . .. . .1 . . . . . .. , .. I � . . ' � ' I . I . . Allowable soil 1000?S1 or see soil report if provided. . . . . . . . � . . . . � . I . ... .1. ... * . . . 1. .. . ". . . � . � - . . . . . I . ; . . I . . F6 otings shall extend at least. 18" into natural grade.or certified compacted fill unless noted otherwise in the soil report' . I .. . . I I : I . . . .� . .. . Z . . I . .. I . . . . .. . . . � . . . � . . . . . . . . . . . I . I . . . . . 9 � . . I . . . . . . . . . . I . . � . . � . I I . I . I . I . . . . , I , . . .. . , , . . . . . .. . I . .. . I . . . . .. . . ; . . I . . I . I . I . . � - , I . . . ; . . . I .� I I . I I . I � ... � , ... . . . .. . . � .. 0. . . I SECTION D - DEMOLITION NOTES AND MMLU_RES: The contractor shall be responsible for all required permits for demolition work The contractor shall visit and carefiffly examine the site, and " fully - infbtru themselves as to all the existing conditions. and limitations. . . . . I .. I The contractor shall be responsible for constructing all required pedestrian protection, including fences, icanopies; for capping existing sewer lines, electrical conduits, etc.; and -shall have the above, items inspected prior to starting any demolition. . The contractor -shall be responsible for obeying all standard OSHA safety rules as set forth in the CAL/OSHA (State of California) construction safety orders,. . The contractor shall be responsible for erecting all temporary shoring, bracing, etc., for existing construction to remain, design of all temporary supports shall consider all dead loads, live loads, impact loads, etc., per UBC , . I The contractor shall be responsible for determining the order of work to be performed for shoring, demolition, and new construction for the entire prcUecL The contractor shall coordinate and be responsible for the disconnection and capping of . . all affected utility services. All discomections shall be done in accordance with the regulations of the utility concerned. Cap . I . I . all utilities below grade. . . . . � . . . . . I The contractor shall coordinate the work to minimize the of utility services, particularly water, gas, electrical, sewer and telephone services. When possible, interruptions to services shall be made during non -operating hours. Should it I be necessary to shut down services during operating hours, the contractor is required to give the owner's ____ irtative 24 hour written notice, and be limited to 30-minute time intervals, unless other arrangements are mutually agreed upon in I advance. . .... . . . ... .- . . ... _....... . Provide adequate, protection to existing facilities,, and areas not required to. be altered. Execute the Work in. such a manner SO as to avoid interfereiice with the use of or passage to and from adjoin* buildings and facilities- . . I Perform all demolition and removal of work indicated on drawings. Saw cuts are required at the - boundaries Of concrete, asphalt, and masonry block work, to be removed.. , Burning of materials and debris will not be permitted on site . . : Items not designated for retention by the owner become the property of the contractor, who- shall remove it from the site. Verify 48 hours prior to cornmen=g demolition whether there are. any items designated to be retained by the owner. . Remove and deliver any owner claimed items to the site storage area designated by the owner. . Clean-up: During the demolition work, contractor shall remove all demolished parts, trash and dirt in a manner which will limit the spread of dirt and dust to the other arm of the site. Direct trash and dust spread to other am shall be cleaned and removed from the site by the contactor. Upon completion of work herein specified, all affected areas will be left thoroughly clean and in safe condition, free from migerials or equipment except salvaged materials to be retained by the owner. I Hazardous materials: Unless otherwise provided, the, engineer and his consultants shall have no responsibility for the discovery, presence, handting, removal or disposal of or exposure of persons to hazardous materials in any form at the project . site, including but not limited to asbestos, asbestos products, polychlorinated biphenyl (PCB) or other toxic substances. . . SECTION E - FOUNDATIONS: UBC Table 18-1-C .. Openings, pockets, conduits,-. . chases, trenches, etc. shalt not be placed in framed slabs, decks, beam, joists, columns, walls, etc. unless specifically detailed or noted on the structural drawings. The contractor shall notify the structural engineer when drawings by others show such openings, pockets, etc. . . I Remover existing -vegetation by strippittg and grubbing. Remove and dispose of all vegetation including roots, stones and I rocks. I. I I All footings shalt rest on firm natural soil or approved compacted fill or bedrock- . . I I Holddown and foundation bolts and steel M I I F11 must be as specified and in place at time of inspection. . Unless noted otherwise on plan,% slabs on grade shall be 4" thick with maximum reinforcement of WWF 6X6-W2.9 X W2.9 or #4 reinforcing bars- at 19- or 24" on center each way in the center of the slab. Slabs on grade shall be placed over 27 of clean sand over six mil visqueen over r of clean sand. - I . I . ' Provide 26 gauge galvanized weer table (weep screed) corrosion resistant at mudsills at all exterior stucco walls with VV * round weep holes at 3" O.C. as required by section 4706(e) UBC. . . I Provide weather proof caulking (point sealer) between bottom plate and slab floors to prevent inAltraflon of the elements. I . I There shall be a mimmum of two halts per foundation plate, with one bolt located within 12" of end, unless noted otherwise on the plans or at shear wall locations. 'See shear wall schedule and/or foundation plan for callouts. . See foundation plan and detail sheets for location of holddowns, straps, -brackets, special , bolting size and nailing I rMihmerrts. , . I . . . All sleeves below footings must be poured in place, prior to pouring slab. . . Silt bolting: UBC Section 1806.6. . . . . . . * I 1. Exterior walls.- 518" Dia. By 10" long anchor bolts, 7" into concrete, 614' O.C. 127 from comers and splices, unless noted otherwise on foundation drawings. Spec A307.. Use 2" X 2" X 3/16" thick plate washers.. 2. Interior bearing walls: Approved -RAMSEr'#3348, I.CB.O. #1147 shot pins with cadmium washer at 3'4r O.C. unless noted otherwise: Not to be installed until concrete reaches 28 day strength. Thickened slab shall be provided where shot bolts are used whether or not specified or shown on the drawings. -mounted 3.. At non -bearing walls: Approved powder driven pins (shot pins) shall be .218 Dia. X 3-3W long with pre washers at 36" O.C. rawdinum and 6' from corners and splices,, -unless otherwise noted on foundation drawings. I Fffi and backfill shall be compacted to Wle of maxinium, density in accordance with the sods report and ASTM Test Method . D-1557-94. Flooding not permitted. . . . ' Fill and foundation excavation shall be observed and approved by the project sods engineer prior to placing concrete. . I The contractor shall be responsible for all sing, etc., necessary to support cut and/or fill banks during excavation, forming . and placement of concrete. - • I . . . � . . SECTION F - CONCRETE: . . It shall be the Contractor-OvmwBuilders responsibility to verify exact location and existence of all anchor bolts, holddowns, straps, rcbar, etc., prior to placing concrete. Should one or more of the above items be omitted from the foundation, contact ' the designer immediately for an alternate method of compliance. Do not omit item! . I I . I Rough plumbing and electrical to be verified by Contractor-Owrterffluilder prior to placement of concrete. . All poured-m-plaoe concrete shall have an ultimate compressive strength of 2500 PSI at 28 days, unless noted otherwise All concrete unless noted otherwise shall be regular weight t3W (150pCF). Aggregates shall conform to ASTM C,33 with proven shrinkage characteristics of less than .05% (maximum size)- Cement shall conform to ASTN C-150 (Type D) unless noted otherwise on the drawings. I I Concretimix design for design compressive strength greater . than 2500 P.S1' shall be prepared by an approved testing laboratory and shall be -stamped and signed by a registered engineer. Mix design shall then be submitted ' tted to, the engineer of .f . . submitted to the record or review. The .use of a polymer based water reducing admixture is optional, but if used, shall.be engineer for review. I . Concrete " be cured and protected in accordance with ACT 301, chapter 12. . . I Concrete shall not free fall more than five feel. Use tremic or PimV. . . Location of construction joints and other' types of joints, other than those specified or detailed, shall be appvNed by the . . engineer before placement of cowrete. I . . . . All constructionjomts shall be thoroughly cleaned and all laitance shall -be removed. All vertical joints shall be thoroughly I wetted and brushed with a coat of neat cement immediately before placing new concrete. I I . Prior to placing concrete, . steel and embedded items shall. be well secured in position. . . I Sleeves not specifically s" on the drawings shall be located by the trades involved and shall be reviewed by the engineer before the concrete in placed.' Check with all trades to insure proper placement of openings, sleeves.' curbs, conduits, etc., .related to the work- Pipes, conduits or ducts may pass through structural concrete in embedded sleeves but shall not be embedded in structural slabs, walls, continuous footings, grades beams, spread footings, etc., unless specifically approved by the engineer. The spread footing may be lowered to allow the passage of pipes, conduits or ducts through non-structural I slabs. Contractor shall be responsiKe for detexm t- elevations of all foundations, coordinating work of all trades prior to ' any placement of concrete and shall notify the engineer of filed modifications. . ! .-- . All concrete with a 28 day strength greater than 2500 P.S.I. shall be continuously inspected by a qualified inspector during the taking of test specimens and while being placed per UBC 1701.5.1, Unless noted otherwise. Superimposed loads shalt not be applied to elevated structural concrete members prior to 7 days mmimium, after concrete placement and until 28 day strength has been reached. Shoring shall remain in- place until concrete has .reached design strength. Reshoring shall remain in place 28 days- minimum. At no time during the reshoring process shall the concrete I .. member be unsupported. � . . Provide l/4"chamfer at exposed edges of concrete beams and columns and visible exterior construction joints,, unless noted otherwise. . Non -shrink gout shall conform to ASTM C-476. Min f c = 2000 P.S.I. at 28 days. Mix.- I part cement, 1/10 part hydrated lime or lime putty, 3 parts sand, 2 parts pea gravel (by volume), to be of fluid consistency. . . . . I Concrete form tolerances shall be within the standards set by the American Concrete Institute. . I All reinforcing steel, anchor bolts, dowels, and other inserts shall be secured in position and inspected by the local Building Department Inspector prior to the pouring of any concrete.' . ; All conduit in concrete walls shall be wired to wall rein orcing and shalt be apprrved by the Engineer or Building Inspector. . I . . . . I Concrete floor slab variation from level to 1/8" in ten feet maximum % . Carry all foundations into natural soil regardless of elevations shown an drawings. FA puddle and tamp under concrete. I Aggregate to be course, hard and durable crushed stofte or gravel per A. S.T.M. C-3 3. 1 Sand shall be clean, hard, durable, washed and free of silt loam or clay. . I Mixing water shall be clean and fine from injurious amounts of oil, acids, alkalies, organic materials or other deleterious substances. I I I . ' Drypack shall be composed of one part Portland cement to not more than three parts sand. . SECTION H - REINFORCING STEEL: UBC Section. 1800. . be in . * * * * * to the require i Mr Vo Latta- of ASTM A-615, (Deformations shall Reinforcing steel shall be deformed steel conforming Iiii I I a I accordance with ASTM A-305) as follows: . . ; . For masonry walls and reinforced concrete, * . GR 60: (#4 bars and larger) I . GR 40: (#3 bars) . � . . . WWF shall conform to ASTM A-82 and AMU A-185, IV 1-1/2 spaces (9" min.). I I Detailin& fabrication and erection of reibars shall conform to A.C.I. Wanual of Standard Practice for Detailing . Reinforcing Concrete StructurW. . I Minimum cover for cast rin-place concrete shall be as follows: . 1. Cast against earth . i 3" . ; . 2. Cast against form below grade : 2" . I I I - 3. Formed gabs (#I I bar and smaller) i 3/4" , 4. Slabs on grade (from top of slab) .. . 1" . I . . . . 5. Columns and beams (main bars) 2" , I . 6. walls exposed to weather (#6418 bars) . 2" . (#5 & smaller) ' . 1-112" ' : 7. Not exposed to weather 011 & smaller) 3/4" � . Bars shall be clean of rust, grease or other material likely to impair bond. All reinforcing bar bends shall be made cold. . . I Bends and hooks in reinforcing shall conform to A.C.X. Standard 318. . . Lap reinforcing in masonry 40 dia. Minimum, and 30 din. Minimum in concrete (24" min.). . . Prior to placing of concrete, reinforcing steel and embedded items shall be well secured in position. . When welding of reinforcing bars is required, in addition to the requirements of ASTM A-615, a report of material properties shall be provided by:the reinforcing manufachrrer to verify that material properties are those necessary for conformance with welding procedures specified in AWS DIA, -Structural Welding Code - Reinforcing Steer. In lieu of supplying a I I supplemental report, bars conforming to ASTM A-706 may be used. E90XX electrodes shaffbe used t weld reinforcing bars. When required, continuous inspection of concrete or ,-, m-isonry shall include inspection of reinforcing steel per UBC 1701.5.4 & 1701.5.7, respectively. Inspection " be Schedded so that placement of refi&ning placement of overlying grids of reinforcing steel. I SECTION K - GLUED LM�� ME M&- . I Materials, manufacture and quality control shall be in conformance with voluntary product standard PS 56-73P "Structural V . I Glued Laminated timber (ANSI A190. 1). .. All structural glued laminated lumber shall be inspected during lamination by an approved inspection agency, . provide certificate of inspection to the building department. I Laminated combinations shall meet the requirements of NDS supplement table 5A for type 24F-V8 DF/DF,, of specific visual grade shown on the drawings for ."dry" conditions of service, u.n.o. .. Exterior glue shall be used where laminated beams = exposed to weather. Adhesives shall meet the regpirements of dry conditions of service, u.n.o. . . I . . Appearance of members shall be industrial grade, u,n.o, I I Fabricator " provide shop drawings and calculatio-cs'for approval by the engineer. : . Camber shall be provided equal to 1.5 X dead load deflmdon, u�mo. I . . I . I Members shall be marked with quality mark and a ceAdficate of conformance . shalt be provided to indicate conformance with ANSI/AITC Standard 190. 1. .Industrial appearance laminated beams may be group wrapped. Architectural appearance laminated beams shall be individually wrapped. . I . Adequate bracing " be provided during erection. . . The laminated beams shall be furnished and detailed by a fabricator specializing in this type of work. I The fabricator and the inspection agency shall be approved by the building department prior to fab.ficatiom The fhbricator shall submit complete shop drawings to the building department and to the structural engineer, through the designer for approval prior to fabrication- . ' SECTION L - MANUFACTUREDU WOOD TRUSSES OR JOISTS . I I .Manufactured roof and floor trusses require truss layout plans and. cross sections from manufacture as part of the design package. EXCEPTION: Note on the first sheet of the drawings' the following note. "Contractor shall have Building Department approved truss plans on the job prior to foundation inspection." Truss plans shall be signed by the engineer and approved by the designer. I . . . . All .manufactured wood trusses or joists shall conform to product acceptance standards for trus joist corp. products. They shall conform to L.A. City. RR. No. 22614 or I.C.B.O. Report numbers PFC-4354, NER-1 19, NER-148, and NER-200, as applicable to the product Follow manufacturer's instructions for installation. Alternate joists may be used upon engineer's approval. They shall be manufactured m a plant approved for fabrication by the local building code. Structural wood chords shall be of machine graded lumber and kiln dried to 19% moisture content All fixed joints shall be finger joints. Steel web members shall be stamped, ftom cold rolled steel tubing with a mimmum. yield of 45 ksL Manufficturer shall furnish all. plates, blocking, etc., necessary for permanent installation to job site. ' Shop drawings and design calculations shall be submitted to the designer or engineer for review prior to fabrication. Shop drawings and design calculations shall be signed by a licensed engineer in the state in which the project is located. . I If tiusses,rioists, are to be stored prior to erection, they shall be stored in a vertical position and protected from the weather. Temporary. construction loads which are excessive are not permitted.. Specified erection bracing shall remain in place unfit the sheathing material is applied. . . . 0 . . SECTION P --GARAGE: . . . . Provide I hour fire resistive protection of walls, ceiling, posts or beams when - garage and house are attached. J- I garage separation walls and ceilings plastered both sides with V27 sanded gypsum plaster and 5/87' performed gypsum lath or 5/811, drywall, type -X'. Division walls adjacent to plumbing fixtures to be 2 layers of 5/8" type "5r drywall before fixtures are set and no projection into required thickness of walls. Construction type: Wood joists, gypsum wallboard, 518" type "3C gypsum wallboard or veneer based applied at right angles to wood joists 16" o.c. with 6d coated nails 1-7/8" long, 0.0915" shank, 1/4" heads, 6' o.c. Joists supporting I" nominal wood sub and finish floor, or 5/8" plywood finished floor with long edges T&G and %"interior plywood with exterior glue subfloor perpendicular to joist with joint staggered. G.Afileno. FC5420. . . I Where garage is located within 36" of a property line all exterior walls shall be 7/8" stucco, Pdrtland cement plaster on welded or woven wire lath with #16 gauge staples with 7/8" long legs at 6'-0' on center. . . Garage door springs shall comply with California Administrative Code Title 24, part 2. I . . I Heat producing appliances (water heater/dryer/washerffurnace) in garage shall be protected. from automobile damage (wheel blocks are not sufficient). Elements of appliances creating a glow, spark, or flame shall. be located a minimum18" above garage floor. . . I Mechanical equipment in garage shall be on platform 24 inches above floor or protected by bumper pipes or curb. SECTION R - MANDATORY CONSTRUCTION . . __-- I I All materials and fixtures are to have approval from an approved testing agency . . I Inspection is required by building inspector for all interior and exterior in -place lath and/or wallboard before any plastering is applied or any Joints and fasteners have been taped and finished. . I All gypsum board shall be installed in accordance with UBC section 2511, 2512 & 2513 of the UBC. - Gypsum wall -board. shall not be installed until weather protection for the installation is provided. . All edges and ends - of the gypsum wall board shall occur on the framing members, except those edges and ends which are perpendicular to the framing members. All edges and ends of gypsum wallboard shall, be in moderate contact except in concealed spaces where fire resistive construction or diaphragm action is i . I The size and spacing of fasteners shall comply with UBC applicable edition. Fasteners shall be spaced not less than 3/8" from edges and ends of gypsum wallboard. Fasteners shall be spaced not less that 3/8!' from edges and ends of gypsum ' wallboard. Fasteners at the top and bottom plates of vertical assemblies, or the edges and ends of horizontal assemblies perpendicular to supports, and at the wall line may be omitted except on shear -resisting elements, or fire -resistive assemblies. Fasteners shall be applied in such a manner as not to fracture the face paper with the fastener head. Flash an exterior openings with approved waterproof building paper to extend at least 3" under building paper behind wall covering Provide moisture -stop E-Z Seal flashing or equal, around all windows, doors and other openings. I * Flashing and counter flashing and coping shall be a minimum of 26 gauge galvanized sheet metal and conform to section 3203-d-7 of the UBC. I . . Provide .1 layer of 15# waterproof felt paper and wire mesh under exterior wall coverings. . I I Provide/apply two layers of Grade D paper over all wood base sheathing (CBC 1003030107). 1 . I I Exterior stucco shall comply. with Chapter 25 UBC. Provide separate inspections for each phase of exterior plaster as follows: Scratch coat, brown coat, and color coat Note: Staples are not permitted for attaching wire. Provide only furring nails at at wire lath that supports stucco. All stucco to be 7/8" Portland cement plaster on welded or woven win lath with #16 gauge staples with 7/8" long legs . . at 6'-0" on center. . . . I Lath, plaster and gypsum wall board as per chapter 25 of the UBC. Gypsum board shalt be inspected prior to covering with tape and joint compound. . . I Stucco lath and drywall shall be nailed to all studs and top -bottom plates. . . I Use 2-15# felt backing when stucco is applied over plywood, UBC Section 2501. . SECTION T - G-ENERAL CONSTRUCTION NOTES: I All structural lumber shall be Douglas Fir -Larch, West coast (WCDF) of the following mmm-mm. grades (all lumber must be I grade marked): * Horizontal framing members, 2" to 4" thick No. 1 1 . 0 Horizontal finning members, 5" thick or greater No. I * Posts and Timbers . No. I . 0 Studs T' to 4" thick Const. , 0 All other wood members No. 2 . I Structural plywood shall be Douglas Fir conforming to . U.S. Product Standards PS-1-95, with exterior glue, and shall be grade marked by APA. . I I I Framing hangers, caps, holddowns, bases, anchors, connectors, etc., shall be manufactured - .11 by "Simpson Co." or approved equal. . . . I Simpson connectors shall conform to L.A. City R.R. Nos. 22086,, 24818, 24947, 24948and 24949 or I.C.B.O. Report Nos. 1211, 1258, 1746, 4448 and NER-2Q% 3931,421, 422, 432 as applicable to the project Follow manufactiuers-instructions for installation. Alternate metal connectors shall be used upon engineer's approval. I I * . Maximum moisture content for all structural members shall not exceed 19% U.N.O. . . Bolt holes shall not be more than nominal diameter of bolt plus 1/16" U.N.O. Provide standard cut washers, unless noted otherwise under heads and nuts of all bolts and lag screws bearing on wood unless used with steel plates or angles. I I No structural member shall be cut or notched unless specifically shown, noted or approved by the engineer. - I ' All lumber in direct contact with concrete or masonry shall be treated wood and shall conform to VBC 2306.4 . I The number of wits (common) connecting wood members shall not be less than the amounts set forth in UBC Table I 23-II-B-1. I All studs shall be continuous between points of lateral support . I I . . . % Floor joists shall have blocking every 8'-0" and at supports. Provide double joists under partitions. I I Fire blocking of the same depth as studs, shalt be used at maximum 10' O.C. Also provide solid blocking at ceiling and floor. lines, soffits, and furred ceilings. . I Top plates of exterior walls and bearing walls shall be doubled with 48" nimmmin splices and lapped at comers. . Nailing of A -horizontal and vertical diaphragms shall be imputed and approved by the Building Department inspector prior to covering I I Construction materials shall be spread out if laced on, framed floors or roofs. Load shall not exceed the design loading for the supporting members. ` I Minimum grade plywood at overhangs to be CCX or 1X T&G sheathing. . - I 6X or greater beam and posts to be select structural. . . I Rafter ties shall be placed not more than 4' va center. Roof rafters and ceiling joists shall be supported laterally at points of bearing by solid blocking to prevent rotation. I I I ** All wood members bolted to concrete, masonry or steel shall hke a bolt within 12 inches of each end of member. For bolt size and spacing, see plans and details. (Niminitim of 2 bolts per member) Holes in wood members shall be same size as , . nominal bolt diameter. Holes in steel members shall. be 1/16" Larger than nominal bolt diameter. . I I All posts shall have connections at the top and bottom which shall be Simpson "CC", "CB", or "BC Half Base' unless I Specifically detailed or- specified otherwise. Hanger for 2X joist shall be Simpson "U", for'4X or 6X nnrlin shalt be Simpson"HLTV, unless noted otherwise on the . � plans. 1. I . Tie roof rafters at ridge with Simpson "ST2115" at 4'-0" O.C. unless VALWW" I I I I I . I I ; I I I . � � : I � Ptan Check Number: .: I � - Date: � , 6-s' 1 . $W'O: W41.4� 1 s � F'ojeat Number: I ; � , s1heet I I . of 07 she* I � I I , I . . . . . I . . . . . . . . . . : . . . . . . . . . . . . I . : ... . . . -1 � , . ., . � . . 1, . . I . i . . . I . . . . . I . I I . . I . . . �. . 1. . . . .. . .. .. . . . I . I . 4.. . . I � . � Studs in the exterior wall of rooms with vaulted or open ceilings shall extend -from floor to roof without intermediate plates. . � . vaulted . . . SECTION Z - NAILING SCHEDULE: � There shall be a floor or landing on each side of all doors. The floor or landing shall be not more than I" lower than the . . I . . . ... . � : . . :, I . . . I � . I .. I . . .. . � . . � . I I � . . ... .. I I . . . . I I threshold of the doorway. Landings shall have a length measured in the direction of trml not less than, 36'. I . . . . . ' . . . I . I I . : Sheathing or Plywood shall be.nailed to the sills, plates and studs but shall beY2inch clear of the -foundation concrete. . I . .. -e nails conforming to the latest edition of UBC. Where automatic nailing is used, nail heads All nailing shall be common wire . . : i . .. I . .. .., . . � I . .. � .. I . ".. . .. I . � . I . . . a . . . . I... I .. .... . I . � ' . . shall not penetrate plywood sheathing. Comiections listed are minimum permissible. Details govern am schedule. - A single swinging door, active leaf of a pair of doors and the bottom leaf of Dutch doors shall be equipped with a deadbolt . I . . . . . . . � . . 4 . I , Minimum 2X6 -studwall at plumbing walls. . . 1. ,•I . . . I . . . and a dead locking latch, both key operated from the outside Deadbolt shall have a hardened insert, I inch minimum throw I . . I I . 1. . " .. . . I . . . I � . . . . . . . I . ... . . .. 1, I . I . . . . . A. Joist to s& or girder, toe nails each side 2-16d or 3-8d . I hall type. and 518" minimum embedment into jamb. N latch has a key locking feature it s be dead latch 3w . . . . I . I Exterior i I I � . . Exterior bearing stud'wall-:requirements: . . . . .. I . B. Bridging to joist or rafter, toenail each end 2-8d . I . . . ,and . . I . I . . . . I I . . . .. L . ;. . . . . . . I .1. .., . .. . . . . C. - Subiloor sheathing at all bearing I Inactive leaf of a pair of doors or upper leaf of dutch doors shall have deadbolt as per paragraph above not key operated, or I I ' * . . . . . . I . I . � ., - i height �...-.. .... *..... � ............. . . ' . :Up to 10 feet in 2X4 at 16 inches on center. - . � - � a. LX5 or less, face nail 2-8d hardened deadbolt top and bottom with.1/2" embedment I I . . 1. . I . . . m . . ..:1., ... .. � '............... •.1 .. . .height:..:......,- . I ... � .. . . . Up to 20 feet in ..................... . . 2X6 at 16 inches on center. . , � . b. IX8 or wider, face nail 3-8d . . ... .. .... 1. .' . I I I' . . - . : .I � . . . . . 1. . . I . I � I Up to 22 feet in height ......... t ................ �.... 2X8 at 16 inches on center. . c 2X bind and face nail 2=16d . I Swmgmgvooden doors and panels of wooden doors shall not be less than 1-3/8r thick . � . I . . .1 . . . . . . . . . . . . . . . I I . . I . . .. . . . . : . . 1, .11 . . . . . . D. Sole plate to joist or blocking, face nail 16d at 16" O.C. . . . . . . . .... . ". ..''.. ; I . - on center.' .... . walls . . . I Maximum 14' for non -bearing walls with 2X4 at 16 inches . . .. . . . . E. Top plate to stud, end nail .2-16d accessible f -closed, shall have non -removable All pin type binges which are accessi. from outside the secured area when the door is . . I . . . .. I ..I . I .. . . . . .. .. � . I . . I I - . . . . . . .1 . .. I . . . . . � I . . . ' F. Stud to sole plate, toe nail - 2-16d, end nail or 4-8d toe nail . I binge pins, in addition, they shall have a mimmum �4 inch diameter steel jamb stud with 1/4" minimum projection unless the . . . I I ... I �.. . ... I . � All.,stud -walls over 10ficet in height hall be solid. blocked at mid -height or necessary so that no concealed space is over 10 . . G. Double studs, face nail 16d at 24 " O.C. binges are shaped to prevent removal, of the door if the binge pins are removed. � : . . . . . I . . ; .:, �, I I . . . . I . .. . : - in heigbt., Fire blocking, vertical arid horizontal,- shall conform to section 2326.7 & 2326.8.3 of the UBC. - .• . I . . . . H. Double top plates, face nail 16d at 16" O.C. . � . . � I I . I I . I . ... I . . . .. I . . . , .. . . . . . � �... ... ... . .. . . I � I ' . I . ' ' . . . . . . . I . . I .. : . . Floor/ceiling or framing supporting firexesistive gypsum wallboard shall not exceed 161, O.C. - . . 1. Top platesy laps and intersections, face nail 2-16d . J. Continuous header, 2 pieces (along each edge) 16d at 16" O.C. 1 I . . . The strile plate for latches and the holding device for projecting deadbolts in wood construction shall be secured to the jamb 11. . . I . . . . .. . . , I �. . . . . . I . . . . I and the wall franiing with screm not less than 2 -1/2 inches in length . � � I . . � . . I . . . K. Ceiling joists or rafters to all beatings, toe nail or 2-16d I ...., . , . .. .. .. ... . . I . Blocking shall beprovidedas specifiedin.Sec. 2326.8 & 2326.8.3.) for horizontal and. vertical applications. - . . ; . . . I �. . 1. . . . . . .3-8d . I, Continuous header to stud, toe nail . 4-8d . I I Deadbolts shall contain hardened insem Straight deadbolts shall have a minimum throw of I inch and an embedment of not . . .. . . I . � * . . . M. Ceilingjoists, laps over partitions, face nail . 3-16d I . I . less than. 518 inch., 1. . . I I . I . I � , Exterior wall. coverings shall be -in accordance with Sec. 2320 with weather resistive underlayment as specified in Sec. 1401 � N Ceiling to parallel rafter, face nail 3-16d . . . . I . . I . I . . . 1. . . . . . . . ., . I . . . . . . . I . � I &.1402. .. .. . .1 . . I I . I I . , . . , I . I . . . .. I. I I . I . . . . . � . I I Rafter to plate, toenail 3-8d - . . . A hook -shaped or an cxpanding-big deadbolt shall have a minimum throw of 3/4"inch. ... .. I I . . . I I �. I-.. .. - I . .� " - ,��.. . . ... . . .. . . . . . . O. I inch brace to each stud and plate, face nail 2-8d . . . . . . : . . , .1 . . . � I . . . ... . •". . , Sill and plates at shear walls shall be continuous and free of cuts and notches. Perforations shall be allowed with a � .. . . . . . . . 1" X 8" sheathing or less to each ' bearing face nail 2-8d - . . . � I Wood flush -type doors shall be 1-3/8 inch &*mmimum with solid core construction. I I I .. . I . . . I . . I . .of 3/4" diameter and shall be pressure -treated Douglas Fir.' Stagger splices in upper and lower plates 10'-O". . . Wider than 1" X 8" sheathing to each bearing, face nail 3-8d . . I . . . . . I . 11 � . . 1. . . . I � . I . . . � . . . . . P. Built-up corner studs 16d at 24" O.C. Hollow core doors or doors less than 1-3/8 inch in thickness shall be covered on the inside face with 16 gauge sheet metal i .. � .Double - top plates. on all exterior and bearing partitions (not otherwise detailed) shalt lap 4. feet minimum at splices and have . �. I I . . - Built-up girder and beams . 20d at 3r O.C. at top and bottom and staggered he perimeter. attached with Screws at 6 inch on centers around t . . . . . ..., .. �: 6-16d nails minimum through each side of splice in plates. . I . minimum . 2-20d at ends and at each splice. � I - .. . I . . . . . . I � . I . . I . - . . � I 2" planks I 2-16d at each bearing . . ass lights with bottoms 18" or less , Glass doors shall have fully tempered glass complying with Chapter 24 of the UBC. Gl; . . . i � . . . .... . . . . .... . Provide'. 1/8"XI-1/2" wide metal strap ties where plates are -interrupted or broken. See. detail sheet, UNO on plans. - . . 1. . I � � � .1 Q. Joist or rafter to sides of stud . . . above the floor or walking surface shall be fully tempered glass. . ., . ... � . , I I .. I.- . . . . . . . I . .,�. ., . 9 _... .. I., I—; �. . . � . � . . I . a. Up to and including 8 inch depth 3-16d . . . . . I I . - . . � . . .. � - Rel partitions, Solid block joists under -walls and bearing joints. 2X solid blocking shall be I . ... . .. .. I 11 . . Double. floor joists under all parallel . . . . . .. I . . b. F ,or each additional 4 inch depth or less 1-16d . . I shall be fiffly tempered glass or rated Glazing in exterior doors, or within fourth (40) inches of any locking I .. � � . ; . . . � placed*between joists and rafters at all supports. . . . . . � � � . . . . ... .% I I .1 . I . . P, Ceiling strips . -e installed. burgtary-resistant glazing, except when double cylinder dead bolt locks are stalled. The provisions of this section shall not I I � I . . . . .- I .: I . . . � .. . . . . ..... . � . . . . . . . . . . . . a. I inch X 4 inch underside of joists -each bearing -one slant and one straight 2-8d * apply to view ports or windows which do not =ceed 2 inches in their greatest dimension. I , . I . .. . . �. .�..; . Cr6ss;brid shall be provided at W-0" O.C. maximum for all floor -joist over 4" in depth and all roof joists over in 1, . I .. . . ging I � *.' or b. 2 inch X 3 inch to of joist -each bearing -we slant and one straight 2-16d - � . . . . . . I . . I . depth.. Use 2X3 solid blocking or an approved type metal bridging. I . . . .• . . . _ .. ., I ......, I . . . . Use strong hold annularly grooved at gypsum board and plaster ceilings. Strips supporting . � I I I I Door stops of wood jambs of in -swinging doors. shall be one piece construction or joined by rabbet. � I .. .., I 11:f . . I . . . . . . . . � 11 I o . . ' . .. . � . .. . . . . . . . � . Plaster ceilings shall be wired in place in addition to nailing. . I . I . 1. . i i . . � . I I '. . I . . Header sizes shown on the drawings shall -be per UBC standards and 4X4 . .. . I I I . . I . . . . ; . . ' . Cylinder guards shall be installed on all cylinder locks whenever the cylinder projects beyond the face of the door or is I � . . . . I ... . . 11 1. I . _... I . : �. � .. .. I I . . . .. . . . � .� I . . " . � , - . . . All weatherboarding or siding shall be seemly nailed to each stud with not less than one nail, or to solid 1, inch nominal . otherwise accessible to gripping tools. . , . . . . . . . . . . . . � Required clearance for wood members above. grade is 6",for imidsills, 12" for girders, and 18" for joists. . " . . . -1 I . wood sheathing or 15/32 inch plywood sheathing or Y7, inch particleboard sheathing with not less than one line of nails spaced . . . : : . . I . . . . . . . I . . .. � I I . - . ' . . not more than 24 inches on center in each piece of the weatherboarding or siding. . . 'bit raising d - Sliding doors and windows shall be provided With a device in the upper channel of the moving panel to prohibit an . i I .,.. . . . . . . . .. Provide full bearing on 4 beams and. joist hangers. - If excessive shrinkage occurs, provide hardwood shims, which shall be I . : I I I . I . . . . . removing the panel in the closed or partially closed position. . � . . . . I �.: , , '' secured to joists.. '.. I , , . . � I I . . 1. . . . I . . Provide edge nailing over all walls, laminated beams, studs and all around openings. . - � ..: .. . .. .�. I ... . . . � . I . . . . . . . . . . .. I " Provide boundary nailin at perimeter of building and at all continuous plywood edges. . � Other operable windows shall be provided with. substantial locking devices, in "'G" occupancies. Such devices shall be glide . joists . . . 1. 1. I . I . . 1. :%. I -Provide double or double blocking around all openings thru floor or ceiling joists -(access, hatch, skylight, etc.). ..'. ... . . 1: .I .. . .. , . . � bars, bolts, cross -bars, and/or padlocks with minimum 9/32 inch hardened steel shackles and bolted, hardened steel hasps. I . . . . � . . . . . .. I . . I ... . � � * I . . . . . . .. � . I . . I . . I . . . .. Nails shall be driven perpendicular where possible instead of toe nailed. . . Screens, barricades or fences made of material. Which preclude human climbing surface which is within 8 feet of a utility pole . . . . . . . . � . . q I . . SECTION U - CUTTING AND BORING OF STUDS: . . . . � . .1 . . . . I or similar structure. I I I � I � '.. . . t:- I . . . I ., I . . . . .. .. : . I . .. .. .. . I, I � : . � I .. . . . SECTION AB - ROOF MATERlALS/CONSTRUCTION NOTES (LMC Chapter . I .. . . � . .. 11 . . � .. . .•. . . � .. I . . I - . I I . . - 1. .�. . . . . . i., 'In exterior.walls and,bearing.partitions, any wood stud may be cut or notched to depth not exceeding 25 percent of the width I ...% . . . . . I . - - - All exterior windows and doors 16 feet above 'grade or court to comply. with security . !.. . . . . I . . . I � .. , . . I . of the stud' . I . Cutting or notching of studs: to depth not greater that 40 percent of the - width of the stud is permitted in Roof covering shall be "fire-retartLamf class "A7 or . � , . � . � . . . . I . , . i . . . � . nonbearing partitions supporting no I � ... I . � .. loads other than weight of the partition. . I . � i Exterior doors and interior door between garaV and dwelling to be equipped with deadbolt and dead locking latch. ... � . . . � . . . I :. . . . I . . 1. . . . . . . I . � . . . ... I . . I . � , Each package of asphalt shingles, mineral surfaced roll roofing fire -retardant treated wood shingles and shakes, and built-up I . . . . . . I . .., . . .. � . . I . .. ... . . .I ��.. . � .;.. A hole -not. in-diameter,than 40 percent of the stud width maybe bored in any wood stud. Bored holes not greater thart , . roofing ply materials shall bear the label of an approved agency having a service for the inspection of materials and finished glass doors (patio type). Glazing in doors and fixed glazed panels of more than nine square feet and glazing in doors I 11 � . � . . . ..1.1 . . . I .. . .. . . . 60 percentage of the width of the stud are permitted in noribearing partitions or in any wall where each -bored stud is doubled,- . I . . al -I - N products during M . Each bundle of wood shingles, slate shingles and wood shakes shall comply with UBC chapter . and enclosures for bathtubs and showers shall have a minimum category classification of II per 1997 UBC and shall comply � . . . . I 1. I . . . . . . . . I . . �.. I I . provided not more than two such successive doubled studs are so.bored. . . � . . 15 and sections 1503, 1504 & 1507 and shall bear the :Label or identification mark of an approved inspection bureau or agency : with Standards of Quality per UBC Standard. 24-1 and Standard 24-2. � " .. . , . ... - . : I . � . . .. . : :" .1 .1 . . .. � I . . . . I . . . .. �. _ .. . I . I I . . I I . . . . I . I . . . . showing the grade. Asphalt shall comply with UBC Standards and shall be delivered in cartons indicating the name of the . � . I I � I .1. ' ' . I � I .. . . . . . : - in no case shall the edge of the bored hole be nearer than 5/8 inch to the edge of the stud. Bored holes shall not be located at . .. . 11 . . . manufacturer', the flash point and the type of product- . SECTION AE - APPLIANCES: . : I . . . . ,.I . . . . . . . . . .;. :. ; .-. : the.. same section of stud as a -cut or notch. - - . ... . � . ; . .. . . . . . . . . I . . . . � I . . , I . . . .. . .1 I I . . . I.. � . . . � . I . . . . .1 - ... . . . . . . . . . Weather exposures shall not exceed those set forth in UBC Table 15-C. � , . CLOTIHES DR, I I ... . . . . . ... . .. . All.. breaks for vents,. ducts, plumbing shall be strapped with 1-1/2" X 1/81' steel straps with 4-16d nails each side. . I . . . I , . . � . . � .., : . . . .� : . ... . . . I . . I . . . . . ; . . I Composition shingle roofing. Application shall conform to UBC section 1503.4, 1.503.7 & table 15-B-1 & 2. UMC Section 504.3. Clothes dryer exhaust ducts shall be of 4" smooth metal and terminate outside the building, and be . . . I . � . I` - ' ' . . I I . .1 ..., SECTION V - BRACING: . . I I . I t . I . I equipped with a backdraft damper. Ducts shall not be connected with shed metal screws or other fasteners which will � I . . . . . . .. .. . . I ...'' I .. . . '. . I . . �.. : . . I � . . . .. . . . Composition shingles shall be applied.to solid roof sheathing as specified in UBC Table 15-B-1 & 2. obstruct the flow. Duct length shall not exceed a total combined vertical and horizontal length of 14", including 2 - 90 . . 1 .. � . . . . .. ... ,Bracing of all exterior walls'. and main cross -stud partitions shall be, effectively and thoroughly raced at each end, or as near . . I I . . I . . ' . . I . .. : I � thereto as possible, . and least every 25 f . . . eet of length by one of the -following methods: - I . ___ - Composition shingles (2:12 or less) shall be fastened according to s printed instructions but not less than per ible duct connectors not degree elbows. Two feet shall be deducted for each 90 degree elbow in excess of 2. Approved flexi. more than 6' in length may be used, provided they are not concealed construction. . I . . . . . . . I . .. 11 .. I . ... . . I . . I � each strip shingle not more than 36. inches -wide and two nails per each individual shingle less than 18 inches wide. I . I .1 ... .., I .. .1. . . . . " ' . ' . * .:-' No 1-inch by 4-inch continuous diagonal braces let into top and bottom plates and intervening studs, laced at . . . I . . . � I I � . I . - -degrees I Composition shingle roofs shall have an underlay of not less than 15 pound felt, applied with 20 pounds of hot asphalt for solid mopping (10 gallons of spot or strip mopping) or not less than two gallons of cold bituminous compound in accordance WATER . I . . . . . .an angle not more -than 60 degrees nor less than 4 5 from the horizontal, and attached to the framing in � . . , . .... I . . . . . . conformance with section 2326.113. . I UPC Section 510.5. Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion I I . I . . . I . . ..... 1. . . I I ... . . . I . . . I . . . . . I * , Wood boards of 5/8 inch net, minimum thickness applied diagonally on studs spaced not over 24 inches on center. , - ftcturw with s published specifications, or 30 pounds of hot coat tar pitch per roofing square and shall be nailed, using I to within upper and lower 1/3 dimensions and 4" away from lower controls (total of 2 straps). Temperature and pressure .. .:1 .. . � I I , . . . . i., . I . � ., . . . . . . I . . . *:, Plywood sheathing with a thickness not less than 5/16 inch by 16 inch stud spacing and not less than. 3/8 inch for 24 •I•. . . . . not less than one nail per 1-IJ3 square feet with nails of the type required by the, manufacturer of the type of deck. � relief valves shall be drained to outside. Drain may not be trapped and must terminate no more than 24" nor less than 6' . . � . . . .. . I � . . '. inch stud spacing in accordance with Tables 25-M-1 and 25-N-1. ' . . . , . . . . . I .. . I . . � . . .. . � I i . . . . Composition shingles (2:12 tor more) shall be fastened according to manufacturees printed instructions but not less than per from the ground. I �. . * ;1 'Fiberboard sheathing 4-foot by. 8-foot panels not less than V2 inch thick applied vertically oii studs spaced not over . � . * I . . . 16 inches on center when installed in accordance with'Section 2303.1 Item 4* 2302.1, & 2315. - each strip shingle not more than 36 inches wide and two nails per each individual shingle. less than 18 inches wide. I . I SECTION AG - ELECTRICAL S - GENERAL: � ' Composition shingle roofs sball have an underlay of not less than 15 pound felt I 1 . . o, 'Two 1/8 -inch by 1-1/2 inch'steel straps placed diagonally across not less than 4 studspaces in'a wall height of 8-feet - .. . I . . .•I . ,. . . � .. . . .. . . . I I.. ... I . as, a crossed pair of tension braces. The straps shallbe nailed with two 8-penny nails at each end to top and bottom . I . � . . I . . .1• ., . I . . . I . I , . . intermediate - . . . Nails for composition roofs shall be not smaller thart. no. 12 gauge, with heads not less thart 3/8" in diameter for built-up roofs All work shall conform to the minimum standards of the latest editions of the (UBC) Uniform Building Code, latest edition, and the latest editions of the National Electrical Code and other codes that may be applicable and any other regulating . . . .1 . I plates and at each stud. . . . .,. ....... . . . . ., . . . . . .. . . . . . . . I .1, . . . . and shall be long enough to, penetrate into the sheathing whichever is less. Smaller size head nails may be used provided ' agencies that have authority over any portion of the work. . . � I .. � . . . I . . . . . . . I I : I., . I ... - . I . . � . . . . � Yor the methods above the panel must be at least 48 inches in width, covering three stud spaces where studs are . metal discs are used with them. Exposed naits and shingle nails shall be i . corrosion resistant . I . . . .. " . � I . . . . . '. . . I ..�. spacedi,16 inches apart and covering two stud spaces where studs are spaced 24 inches apart. See section 2517, (g)3 (bracmg) ' . , . . . . . . ___ . Composition shingles shall have a 15 pound felt underlay or as required by the roofing . . Where no details are shown, construction shall conform to similar work and to the standards of the construction practice. . I I I . . - * ' . fox additional requirements. . I 1. . . . . . . I . . . . . . I . 11. . 11 . . . . . . I I . ,. . � . . . . - - 'FASTENING OF BUILT-UP BEAMS/USE OF I : SECTION W LAG. BOLTS AND NAILS: i i Provide gahanized died matal, .28 gauge mirntnum for roof valley flashing. Flashing shall extend at least I 1 inches from the ib I See plans for location and size of main electrical panel. Contact Edison (714) 870-3225 for location approval for new or . relocated service (entrance head, underground entrance or meter location). Electrical load for new panels: .... , :, .. . ... . . . . . � . . . center line each way and stroll have a splash dive I inch high at e flow line formed as part of the -iter n not less than in the I., . ..-. ., ...� . . I .►I . . . "* I . . . . I , . ... A , I . . . . . . 1. . . I 2-2X' .16d at 9 inches on -center stagger height . . flashing:. Sections of flashing shall have an end lap of not less than 4 inches. . Dwellings under 2500 GSF = 150 amp minimum. i i ,� . . I . I : * . . I I . . I •. , 3-2X V2 inch diameter machine bolt at 18 inches on -center stagger height. . I I . . I I I :� .. ..... . I ' . .1 . . - Roof shall be firestopped at em ends to preclude - G.L entry of flame embers under roof. Roof openings covered With Kitich . I . Dwellings over 2500 GSF and under 4000 GSF = 200 amp . Dwellings over 4000 GSF = 400 amp I - � . � � . . . . . I il - � , 2X10 to less in depth (staggered) . . I . I . . . . mesh. I . . . . .. . . . - . . 1 . . . I . . I . I . . � I., . � :. I 11 I . .1 . .. . Top and bottom- I .1 20d at 32 inches on -center I . I . . I I . . .. . . . , I . . . . . ' ` . . . . . �1 I I . .. . I . At ends__�.___ 2-20d - . � . . � I Attic free ventilation shall be not less than 11150 of the area of the space ventilated, unless 50% of the ventilating area is I All work shall comply with any special requirements of the local power company. Contractor shall pull all permits including - .. . I . . . (staggered) ' . .. 2X12 and larger �' V2 inch bolts at 2 feet on -center. .. . . .. . the upper portion of the space to be tilated, then 1/300 is a provided -ven llowed. Openings shall be covered with all service charges by the power company I . I .from I . . 1 . . . . .1 I . . . 1. I � . . . . 11 I ; , Fastenings shall be placed at a minimum of /4the beam depth from top to bottom edges. . , . . � ... . . . . . % . � .. . . . . . corrosion resistant mesh with mesh openings %inch in dimension. . . . Consult the serving electric utility company for meter location and size of underground conduit. Conduit material must be ' . . . . . . . . . . .. 1. . . . . . , '. . Predrill holes for 20d and larger nails and lag bolts.. . . . �. ..,.. . .. I. I . . 1. . . 1. I..L I...-. � .. .... ... . . � . . .. . . Attic ventilation shd[t be 1 square inch per 10 square feet of attic area. Provide cross ventilation. . . . . I combustible walls and schedule 4- PVC minimum in the earth, unless noted otherwise or - schedule 80 PVC minimum in combusti . advised by the utility company. . � .1. I . .: 11 . . . . .. . . . . . . . . . . ' i 11 � . . .. I. . . Bolt, holes for wood connections shall be 1/32. inch larger in diameter than normal bolt size. . . . Flashing shall be a inininiumi of 26 gauge galvanized sheet metal and conform to section 3203-d-7 of the UBC. . I - . . � . . . � I . I . . , I . .- . I . . . .... . .1 I . . All conductors sballbe copper. Where ran in conduit, use thlinhhwninsulation. Conductors.run inroof joist shall be rated at � . . . . I . . . . . . . . .: , � . . . . . : , . . Lag bolts shall have lead holes bored -before driving. Hole diameters to be as follows: � I . . I � . . , ..... . . . . . . . Roof framing, sheathing and nai. nailing shall be inspected prior to covering 90 degrees C - - I . , . . . . . I :- A, . Shank portion - same diameter and Length as shank . . .. .1 . � SECTION AC - DOORS, WIND SECURECYNOMS: OWS. AM (MIAS S, AM A concrete encased ground electrode WEER) is required, that is a minimum of twenty (20) feet of #4 rebar, #4 bare solid I .1 � . I .. . . .. . � . I I . ... . ... ". � . .. & � . Thread portion - 076 to 0.75 diameter of thread and same length. - . . I . I . . ... . .. . (UBC I Section I copper v&e. or 3/4" rigid galvanized conduit installed three (3) inches the bottom of the footing and encased in a minimum . . I . I . . . ... I . .. . ..� _. .. ..-. .. I . I . �1. . . . . •. . . .. . . . . of three (3) inches on concrete. .1 . . I. . . . . . .. � 11 . .1 . . . . . . ". . .. . I ., SECTION .X -ROOF SIMATI�G' , . . . .;, I � . . .. I . . .. . Exterior doors, doors between house and garage, windows and their hardware shall conform to the security provisions of the Overcurrent device enclosures (sub -panels) and/or electrical components that require service shall not be installed in storage �.. I . .. ._�. � . � . I . . I I I I �1. . ... I . . I . . 1. . . . . . - I . . . . . I . '. . . � . . I I V2 inch standard interior DFPA plywood index #24/0. PS 1 .P83. Nail with 8d -nails at 6 inches on -center along panel edges and . I Uniform Building Security Code. See section 1004 of the UBC. . I closets, clothes closets or adjacent to combustible materials. A minimum of 30" X 30" of clear working space shall be . . . . . . I.. � . . I I . I . . , . . 12 inches on -centers at, intermediate. supports. Lay panels with face grain across supports. Stagger panel end joints. Use . . I I All glass located in an area which the UBC considers hazardous must be safety glazed: . provided for all such equipment Sub -panels shall not penetrate any fire -rated wall or assembly. I I . � . . . . I . . . . T&G panels or 2X blockin& Plywood roof sheathing exposed on the underside shall be bonded with exterior glue. Nailing I ' ' . S. . . . * . . Receptacle outlets shall be installed in all habitable rooms: .. . I . . . I . . . . . . . to -be inspected prior to covering. . . . . I to: I L Glazing in ingress and egress doors . . : . . . ... . . . � 11 . . . 1. . . . 1. .. I � . . I . . . .. . . . - . .. . .., . �', . . - . . � . %, . . . ' . 1 . . . .;. 11 ' ' ' . 2. Glazing in sliding door assemblies and panels in swinging doors (wardrobe doors excluded) 14 I 1. On all wall spaces 2 foot or wider. - I . I .� Provide of -roof sheathing. OSB boards may be used depending on index rating. . .•Provi, I � of I.. CDX 1. � I I � ; I . 3. Glazing in storm doors . . I I 2. Not more than 6 feet from openings . . . .. . . . . � . I . . *. . . . . . . . . . . 4. Glazing in all unframed swinging doors . 3. Not more than 12 feet on -center. . . I . w . I.. 5. Tub/shower enclosures and any glazing in a wall enclosm,within 6T of standing surface. . . I I . . . . . I � . . . . . . I . . ! , . ..... 11 . I : . � . ..1. . � . . . . . . � I I 6. Glazing m any opening adjacent to a door withiii. 24?' when the bottom is less than 60' above the walking Outlets required for counter tops at 49k O.C. an4 within 2 feet of ends or breaks or counters.. per NEC. . . . . I . I 1� . . . . . . . 1. . � . .. . . . � . . . I � ) .. 1. I surface. ' . . I � I I . � � . . . . . I . . . . . . . . . .. . . I .. .. . � . . . . .. I I . : . I . . . . I . r �. . I i . . . 7. Glazing that meets all of the following conditions: . I . All equipment installed outdoors and exposed to weather shall be weatherproof. I . . . . I . ! . I : � . . . . I . . . I I I ;1 • I , I . a. Exposed area of an individual pane more than 9 square feet . .• . I I . . . . . . . . . I I . . . � . ... . . . . . . . I . .." � . . . I . I . . . . � b. Exposed bottom edge less than 18",,above the floor. Electrical wiring shall be copper. Aluminum wiring is not permitted. . . � I . . . . . I . . . . . . . �. I I t . . I . . . I . . I . . . . . c. Exposed top edge more than 36" ffiove the floor. . . . I .. . . , I .. : I _1� : . . . . . . .. I . . . I . ; .. . . . � I . . � . . . . � . . d. I or more walking surfaces within 36" horizontally of the plane of the glazing. . Receptacles shall be installed vertically at 127 + above floor. Wall switches to be 3e above floor unless adjacent to existing . .• I � . . I . � I . I . I . . � . . � . . .. . '.. I. . . . I ... . . . I . . . . . . 8- Gazing in railings (see code exceptions for items I through 8). ' switches in which case the mounting height " match existing. . . ... � I . . . . . . . . I-. .1 .. 1�- : I I . I I .. ... . 9. Glazing in and fences used as the barrier for indoor and outdoor swimming pools and spas when all . � . I . . . . . . . I . � . . . I .. . : , .. . I � . I . . . . I . . � I . I . . I of the following conditions are met - . At least one waterproof receptacle with GFCI shall be installed in attached garages and outdoors. . . . .. . .:,•� I . . . . . . . .1 . . . . I . . a. The bottom edge of thug is less than 60 inches above the pool side of the glazing. I - � . . . I ; b. The glazing is within 5' of a swimming pool or spa deck area. . � � . I Provide outdoor receptacle outlet with weatherproof cover and ground butt circuit interrupter (GFC1) at front and rear of ".. . . . I . I . � . . . . . . . . ': ., ; - I . . . � . . - I . I . . . . . . . . . � . ; � . . . 10. Glazing in walls enclosing stairway landings or within 5' of the bottom and top of stairways where the . . ' dwelling unit per NEC. I . .1 . . . . . - . . . .. . I . . � . . . I I . bottom edge of the glass is less than 60" above a walking surface. UBC Section 2406.6 Glass railings. I . . . I . . . . . . . . . . . . in- railings shall be one of the following: . . I The electrical contractor shall verify exact locations of all light fixtures and electrical receptacles as shown on the floor plans . . . .1 I . :.. , ,*1 . . . . . . . . � .1, � . . . I � .. . . . I . : . I . ; . I ., . . . a- Single fully tempered glass . . prior to The electrical contractor shall bring to the attention of the owner or owners agent when an omission has . . . . ; � . � . . . . I . I . '... . : : * , I . I . .... . � I I . I ! - . . . . � . . . . . I ; . � . I b- Laminated fiffly tempered glass I . been made and the electrical contractor feels a light fixture, electrical outlet, electrical device, or electrical connection should . . . . . I . . � . .. . . I I I . . , . , : . . . . 1. � . c. Laminated heat -strengthened glass . be made or installed or is require by code. I . . . . . . . I .. . - I . : . I . I . . . . . I . % . I..." . . i . � . . . . : I 11 I' . � I - - - .1 . . . : : . I . .. I � � I , . . . . . . I . . . .. � . . i . . .. . I . . . . � . , . I . . . , . I � � . , . ..: . . . . . . . i... . . . . . . I - I For alt types, the minimum nominal thickness shall beV4 . . _� � � I . I . . . . : . . . . ;1 . . . . . I I . . I . . . I . . . . . .. . � . I I � . I . . I . . � . . . . . . . . I . . . . . . . . . . � I . . . .. .. ... . . 1. . . I . � 1. � . . I I :, . . . I 1. . I . I I I � . . : . I . . . . .. . . I � . . . . . I . . I � . . . . . , .,:.'..., . . _1 ,��_"_ .� s i�,_-f� , I . .. .I ��,--- -4�..'V. . `A . . - k: �.,.... .. .. . .�19��:'.*,, .. &11 g ,wmg ,, . .. . . . , .. . . . . . . . I. . . . . - . SECTION AH - MISC. WORK AND INFORMATION: ALLOWANCES: Where an item is not specially specified or described or called out by manufacture name and model number the contractor shall make an allowance for each such item The general contractor shall submit or make available a list of all items that he has set a fixed allowance for (dollar amount) and advise the owner of such list for review. Should the owner decide to downgrade or upgrade an item, the general contractor shall adjust his fixed allowance accordingly, i i giving credit or receiving credit accordingly. I ITEMS ON CONCERN: Should the general contractor feel that an item has been overlooked, not allowed or a change in the item would be in the best interest of the owner, the general contractor shall advise and/or notify ,the .owner or the owner's agent immediately. . ' . Doors and windows: Unless a door and window schedule is provided on the drawings, the general contractor shall take the sizes from the drawings and then provide the owner with a selection guide for the type, style and finish of the doors & windows to be provide for this project. . - ,- I I , I I I I I � I � I . , I I � I I I I , , , I I , I - I I I I I � I I I I I � � , � I I I , ; - 1. I I E M M I . Pmject- i I : I i I _. . Plan Chook Nwnter: i i� Date: . L . .A . - I .Ill,. . . scale: wno ocm .- A. . Ptoleot I Number: I Sheet . I ..I I I .Nm2. of *7 . � - . . I 1, , . ShW-s oft"Mawww LI � I I 1 i�ll , , � LA �1 8 i It, hon job 711,0811 or I lim M, the