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HomeMy WebLinkAbout10147546.pdfri m � 0 � M el PARPRI14T 1t;'40K ALL Nf,,',# CONSTRUC-1101\1 (SH-hDr-31)) S14ALL fE DONE IN ACCORDANCE WITI-117HE 2001 CALIFORNIA BUILDING 1302- S. 3 HELLY PLUMBING, MPCHANICAL AND ELECTRICAL CODES, AND ALL 1,0CAT, COMS AND ORDENANCES. ALL WORK SHALL COMPLY WITH TWE 65,PL CAURYK1,0A BUILDING Sl'ANDARDS CODE FOUND U-4 THE SIW-rf-, OF (CA L IF 0KNIA TITLE, '24, L.EGEND: EXISTING 2X4 WALL PROPOSED NEW 2X4 WALL WALL TO BE REMOVED PROPOSED NEW 2X6 WALL 2X6 W SMOKET DETECTOR 100-Ift A\ x C "Now p, ,-Y *Q tr tA F tj I!g:, jA tk IS. T-C Mt 0,X—& Cr 0 (L C,- 13 INC- LAN,DSCAPF- r rr 6 5' PL )< of oly 0 SITE PLAN 1�� a _ 4 A'il m"otu -�,ls 0 rmonu tod'� n,,.g t 4p gesf �L loo RN VnT�A ffi D0, o p, W XT D-ATIk A.-ALLVIRINI)OWS L,gf SL7X� mpa\lurm mil Ap-?.,k-'m&c7rol4 6500 0 TRACTak VIUA ;-;Pl VWMER A11MR, CUKI-RAC-10R, CON FE X I SY l" RN G I i 0, u I's E 1484, j-ftl SLISPINOGAR17.AS MUST PXVP t,r LBAV B sm)Roo� ' 44 01\1 ill, . KA, SUA, f,.MIGHT h� mow W)"e of, 140 MORE TRAN NTF,W ADDITT IONI 1� INCRES A. wme'rN8 FoGR EGR H I 'j C, iku- wit"DoW, N.'rjo DOM"514AN"D D-DONS WE- C-L&,qg TOrAL f-.OT 20TO I ,� lt\l&UL-ATrD UNMSI 311 "Na t D E CONSTRUCrION TYPM IN SO NNG AUASSHALL ZONING, RI olqr-, jjjjjjF JINTF-D A8351VOLIES I'll � -, �111811 -11-L MATEPJAL 6.0 X &8 DOUBLE- GLAZED AUUMINUM STUDY B 4.0 X 6.8 C-1,08W DOM V/00D c 2.6,'IC6.9 14GE-LOW WOOD RSITERJOR DOOR D 2.4 X 6.8 F1011,0W WOOD lNTFRl0Il?, DOOR A m7 REVISIONS BY m PROPOSED NEW ADDITION ALL NEW STUCCO, WINDOWS, AQV14AY T SHINGLES. TV-"R.q AWn ALL EXTERIOR MAT, MATCH EXISTING. il% EXISTING HOUSE Al EXISTING GARAGE EAST ELEVATION STUCCO BAND NEW WINDOWS TQFMATCH EMTIN"OUSEDOUBLE' GLAZEI)'SLlMG'WtGRlDS u'vTQ'rTXTrl T-Tt-.T TOTI I PROPOSED NEW ADDITION NORTH ELEVATION 99111M.Town nu Ct IFARPRI14T 1000K - ---------- - -- - - ------ -- ------- A. -]EXTERIOR FINISH: THREE COATSTUCCO SYSTEM (7/8 STUCCO O/LATH O/GRADE D BLDG. pApER).TO MATCH EXISTING STUCCO. B,-ROOFING. ROOF ASPHALT SHINGLES CLASS A TO MATCH EXISTING SHINGLES, SLOPE 12 31 C, WINDOWS: NEW WINDOWS AND EXTERIOR DOORS TO MATCH EXISTING WINDOWS AND DOORS. x9lo wo I REVIsIoNs BY Oak CA z 0 DRAWN R L� � CHECKED DATE cS — 1 7-24 SCALE JOB No. SHEET 2 OF 814EETS LEGEND EXISTINGWALL NEWWALL EXISTING WALLS TO BEU'SED AS BEARING WALLS 4 X 4 POST SHEAR WALL ��:' TSL;L. 65� PSL g.0fL, C) j BY FRAMIRG, NOTES NAILING SCHEDULE FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.C. LATEST EDITION. THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED FRAMING�-GENERAL, NAILS SHALL BE BOX OR COMMON WIRE 1. USE SIMPSON U-HANGIERS ON ALL JOIST/SEAM/BEAM CONNECTIONS SPECIFICLY DETAILED CONNECTIONS SHALL BE NAILED UNLESS Id 10 ON PLANS WITH COMMON WIRE NAILS. 2. ALL POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT TOP AND SIMPSON "Boo OR "BCO" CONNECTORS AT BASES UNLESS -JOISTS OR RAFTERS TO SIDES OR STUDS OTHERWISE NOTED ON PLANS. 8 INCHES IN DEPTH OR LESS.._....---..,-,...._..._.._- 3-16d FOR EACH ADDITIONAL 4-DEPTH ADD --------- 1�16d 3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC. "STONG-TIEft -JOISTS OR RAFTERS AT ALL BEARING SHALL BE SIMPSON UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. TOE NAIL EACH SIDE_.._._.. ------- --------3-5d L (i f5rz. U> -STUDS TO BEARING -TOE NAILS EA. SIDE----__- 2-8D FRAMING -WALL -BLOCKING BETWEEN JOISTS/RAFTERS TO THE JOISTS/RAFTERS TOE NAILS EA SIDE----2-10d 'EA 1 SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS ,FOLLOWS (UNLESS OTHERWISE NOTED ON PLANS): FROM BLOCKING TO BEARING TOE NAILS SIDE-2-10d -BLOCKING BETWEEN STUDS 2X4 0-1-6"OC (BEARING WALL). SUPPORTING A. MAXIMUM OF 014E �j u rv, eS q <z- AT EACH END -TOE NAILS --------- -------- 2-10d FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM END NAILS.-.-_ ..............___- : ------- 2-16d HEIGHT OF 10 MET -PROGRESSIVE, BLOCKING 2X4 0 16"OC (NON -- BEARING. WALL) SHALL HAVE A MAXIMUM RAFTER TO BLOCK & BLOCK TO CONT. NAILER--2-16d HEIGHT OF 14 FEET- -MULTIPLE STUDS (STAGGER NAILS ON STUDS WIDER THAN 4")--16d024!'OC 0 1,6"00 (BEARING WALL) SUPPORTING AMAXIMUm OF im-O 0 rti Q-ua` -RIBBON- TO STUDS , I X RIBBON ------------------------- 2-8d 2X RIBBON ------------------------- 2-16d FLOORS, AND A ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET. 2X6'0 16"OC (NON -BEARING WALL) MAXIMUM , HEIGHT IS 20 FEET -DOUBLE TOP PLATES LOWER PLATE TO STUD ----------------- 2-10d 2. RAKE WALLS AJDACENT TO SLOPED CEILINGS SHALL BE BALLOON UPPER TO LOWER MATE --------------- l6d616'0C FRAMED. DOUBLE TOP PLATES SHALL ALWAYS BE SUPPPORTED BY AT SPLICES (48NIN) ON EACH SIDE A ROOF OR CEILING DIAPHRAM. OF BUTT IN TOP PLATE ----------------- 6-16d 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT k UPPER TO' LOWER PLATE AT INTERSECTIONS --------------------- 3-16d ROOF FRAMING SHEETING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR TRANSFER THRU -CEILING OR SOFFIT FRAMING. -CEILING STRIPS IX4 PER BEARING(STRONGHOLD TYPE) ------- 2-8d 4: BORING AND NOTCHING OF WALL STUDS SHALL .BE PER -UBC (232-0) 2X3 PER BEARING(STRONGHOLD TYPE) ------- 1-16d -PLYWOOD NAILING(SEE DETAILS &/OR SCHEDULES NOTC-HiNGMAXIMIUM: 26% OF WIDTH ON BEARING *WALLS -BEARING WALLS. -BUILT UP BEAMS 20d*32"OC AT TOP AND BOTTOM WALLS BORING MAXIMUM-. 40% OF- WIDTH ON BEARING WALLS STAGGERED 2-20d 0 END -IX6 LET -IN 8 1 RACES,, EACH BEARING -------___2 gd 607o OF WIDTH ON NON .BEARING WALLS. NOTE-_ A MIN 5/8"CLEARMCE FROM EDGE OF STUD TO HOLE (PRE -DRILL HOLES FOR NAILS) SHALL BE PROVIDED. 5. DOUBLE 2X TOP PLATE SHALL BE LAPPED W AT ALL SPLICES AND SHALL OVERLAP AT CORNERS. 6 WALL BRACING SHALL BE PROVIDED PER UBC (2320.4.lq) PROVIDE 1X6 LET -IN BRACING (OAPPROX. 45, DEGREES) EVERY 25' IN ALL STUD WALL NOT 'SHEATHED.BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE. FRAMING -FLOOR t FLOOR SHEATHING �MfN) 5 "STRUCTURAL I T & GPLYWOOD PANEL lKll_E INDEX no 3 ^6 V40 EXTERIOR GLUE. USE lod'NAILS �Rl &C- T To AT 6"OC AT ALL EDGES, BOUNDARIES, SHEAkWALLS &'10"OC DRAIN, (1/2" PLYWD. ccw FIELD, NO BLOCKING IS REQUIRED UNLESS TOTED ON 'PLAN, 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON - BEARING PARTITIONS, 2X SHAPED LEDGER 3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER W1 (2) 16 d AT EACH BEARING WALLS WHICH ARE PERPENDICULAR TO JOISTS. 2X STUD WALL W1 TZRAFTER OR STUD - 5�=cv, 4. FRAMING AROUND, OPENINGS- TRIMMER AND. HEADER JOISTS _If I'll, EX, ROOF SkTal, <WA" MP M1101CM AND (NlPn^p-mr% um Ra, PER PLAN 4S. W. SCHEDULE 6N. CUT EX. RAFTERTAIL EX.2X RAFTERS � e I P(;5r I o 116/6 --_EX. 2X STU DWALL W1 SHTG'. PER PLAN 4S. WSCHEDULE (UBC 2517). HANGERS PER GODS FRAMING --ROOF I. ROOF -SHEATHING (MIN) 1/2- STANDARD PLYWOOD PANEL INDEX NO24/0 WITH EXTERIOR GLUE, USE 8d NAILS AT6-OC. AT ALL.Efk�PS BOUNDARIES AND SHEAR WALLS & 12* 00 FIELD. N66LO IhO IS REQUIRED. - UNLESS NOTED- � PL CK ON AN 2-fRAMING AROUND OPENINGS: TRIMMER ,AND HEADER .JOISTS SHALL BE DOUBLED AND SUPPPRTED;BY HANGERS PER CODE FR. TL, G-CEILING I- CEILING JOISTS SHALLBE !X'rCv 016rOC. (MAX SPAN=14'-I") 2. CEILING JOISTS SHALL BE 2X8 016"O.C. (MAX SPAN=18*-6*) 3. CEILING JOISTS SHALL BE 2XIO *IeO.C. (MAX SPAN=23!-8-) FRAMING-JOLST S RAFTERS 1. BORING AND ROTCHING. or JOISTS SHALL BE AS FOLLOWS: (UBC 25170) BORING -MAX DIA OF HOLE SHALL .NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHING- MAX DEPTH AT ENDS SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED IN THE CENTER THIRD OF Tjj JOIST SPAN. E . NOTCHING IN OTHER LOCATIONS SHALL BE ON THE COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 OF THE JOIST DEPTH. 2. WHERE THREE OR MORE, MULTI JOISTS: ARE USED THE JOISTS SHALL BE BOLTEDER WITH 1/2. DIA MACHINE BOLTS W`1 WASHERS AT 24!'OC STAGGERED. BOLTS SHALL BE RETIGHTENED -PRIOR TO APPLYING FINISH - MATERIALS. 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN, OF 3 INCHES WITH '3- 16.d NAILS 09 USE SIMOSoN'ST 2115. 4. CROSS BRIDGING. OR 2X 8LKG.5HALL BE PROVIDED .6, 8'-or OX, -X-' F 'A )R�, THAN.lf"k DEPTH A, OR Ad JOISTS RAFTERS M(,, 'OR' 6E&KWG AN APPR6VEb,METAL T*P't,6R3DGfNi�-. 2X STUDS 2-.X,,§dDD :ROCkIIND-SHALL BE, PLACED bEtWiN JOISTS.,00 16" ON CTRl RkrfMS, AT ALL SUPPORTS. W/ -SwTcl. PER FRAMMBOLRNG 4-0�tC PLAN S,W. -SCHEDULE 1. ALL. -BOLTS, BEARING ON. WOOD*SHALL HAve..WASliE-RS UNDER HEAD OR NUT. SEE SCHEDULE, 2_ ALL BOLTS SHALL BE REVGWENED, TO'APPLICATION OF PLY- WOOD, PLASTER ETC. 3. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. LUMBER t ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED*(MAX MOISTURE CONTENT SHALL NOT EXCEED 167. & GRADED IN ACCORDANCE WITH THE WEST COAST LUMOERMANS ASSOCIATION) Ea REPIETATIVIE USE MEMBERS STUDS PLATES STUD JOISTS RAFTERS 2X4 TO 4X4 INCLUSIVE N0.2 .2X6 TO 3X16 INCLUSIVE N0.2 SINGLE MEMBERS L3EAMS 4X N-0.2 15X OR LARGER NO.1 POSTS & MULLIONS 4X4 & SMALLER: NO<2 4X6 & LARGE9, NO.2 6X6 & LARGER N0.1 MISCELLANEOUS - LUMBER- 8LOCKfNGF'-U.kRI' 3, ETC, NO.3 DECKING'& ' SHEATHING 2X,3X,4X COMM1 DEX. 2. ALL WOOD BEARING ON, CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM GR A DE SH ALL BE PRESSURE TREATEDDOUG FIR. 3 < 'GLUED -LAMINATED - WOOD BEAMS SHALL BE DOUGLAS FIR COMB. - 24F-V8 DF/DF (Fb=24.00PSI, Fv--165, PSIS E 18i}t000 -psi) INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE: UNLESS OTHERWISE NOTED ON PLANS, A CERTIFICATE. OF INSPECTION FOR EACH GLU-LAM BEAAM FROM AN APPRO,�O,TESTING AGENCY 2X STUD WALLW/ SHTG'. PER, PLAN AND S.W TO BE SUBMITTED AND'. APPROVED BY THE, .-BUILDING M�_f SCHEDULE PRIOR TO 'ERT9,TION. SHALL BE, IN ACCO . RDANCE,WITH .4. ALL S' RAFTERS PER PLAN 4 1 4 T FL-00f;z SHEA INGI; 2XF,J,'S W1 U, 14ANaMS (PER PLAN) 2X c.J.'s W/ 2X SLIe\,a',,m U- WANGsER 40"O/C 4X FLUS14 IBEAM PER PLAN ==AM ® m ff4rEvIelclue I By I CIA c> con rio DRAWN CHECKED DATE SCALE to 2:.�r� JOB NO. SHEET OF SHEETS PRINTED ON CLEARPRINT 1000H- r 7717oREVISIONS lay m CONCUTE I.- ALL CONCRETE FOR WALLS, FOOTINGS, AND SLABS SHALL DEVELOP AND MANMIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAY STRENGTH. 2.- ALL CONCRETE FOR GARAGE SLABS AND PORCHES SHALL DEVELOP AND MAINTAIN A MINIMUM COMPRESSIVE STRENGHT OF .3000 PSI AT 28 DAY STRENGHT. 3- CONCRETE FORMS, SHORING AND POURING METHODS SHALL CONFORM TO ALL CURRENT PRACTICES ENDORSED BY THE AMERICAN CONCRETE WITUTION, ALL SLABS ON GRADE SHALL BE REINFORCED ATM 6X6 10/10 WELDED WIRE MESH. FOUNDATION PLATES/St , L FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE CONCRETE WITH S/ 8"DIA. STEEL DOLTS EMBEDED AT LEAST 7" INTO THE CONCRETE AND SPACED NOT MORE TITAN 6'-- o" APART. THERE SHAL BE A MINIMUM OF (2) BOLTS PER PIECE WITH ONE BOLT LOCATED A MAXWUM OF 12" FROM EACH END OF EACH PIECE. A PROPERLY SIZED NUTS AND WASHERS SHALL BE TIGHTENED ( PRIOR TO APPLYING WALL COVERING) ON EACH BOLT TO THE PLATE. FOUNDATION PLATES AND SILLS SHALL BE THE KIND OF WOOD SPECIFIED IN SECTION 2317.4 OF THE 2001 C.B,C FOUNDATIM NOTES' 1. FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE SOIL BEARING PRESSURE PER 2001UNIFORM BUILDING CODE SHALL BE AS FOLLOWS., CONTINUOUS FOOTING = 1000 P,S.F. ISOLATED FOOTING 1000 P.S.F. 2, ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM ED COMPACTED FILL AND SOIL, OR APPROVED UNDISTURBED NATURAL ADJACENT FINISH'GRADE UNLESS NOTED OTHERWISE 3. ALL FOOTING SHALL BE CENTERED ON PILASTER AND/OR WALL AND COLUMN UNLESS OTHERWISE NOTED. GRADING 4, FINISH FLOOR (F,F,) EXCAVATION SHALL BE AS NOTED ON 0 PLANS. 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE: FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN. ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 6, ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS, AND/OR SCHEDULES. 7. ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS. (U.N.O,) a. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED AND RELOCATED. 9. ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING, (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HOR17ONTAL TO I VERTICAL SLOPE), SHALL BE SLEEVED THROUGH CONCRETE CAST--IN-PLACE AT THE FOUNDATION POUR. 10. FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE FIELD DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS, 0. -VERIFY HRDWR. LOCATION W1 FLR. PLAN b. -HOLDOWN ANCHOkS MUST BE TIED IN PLACE PRIOR TO FOUNDATION, INSPECTION. c. -SURFACE WATER WILL DRAIN AWAY FROM BUILO'G, X" AN 0 P SEE DET.5 FOR AWL TYP. INFO, IF I. CONC. FTG.PER PLAN 2, -4 BAR -TOP & SOT MIN. SEE 'PLAN 3n 2 OR 3X P.T.D.F. SILL PLATE PER PLAN 0 A.S, PER PLAN 2 4, e4 RESAR DOWELL AT 24" O.0 AT 2-POUR OPTION 5" 2-STOR 5. LOCATION OF TOP REINF. `12- 0 1-STORY AT 2-POUR OPTION INTERIOR FOOTING #4 "Dowfts, DpAill SPEAR PANEL PER PLAN E "D 77 2x' STUDS tv 16'0.C. (U.Ko.) 2x P.T, 50T., PLATE H/,A;5. PER PLAN 4 SPEAR WALL" 664EC). CONCRETE $LA5 PER PLAN J. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMINC REOUIRE APPROVED PLATE WASHERS, MD ANCHOR BOLT NOTE�- HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO q niNr-. 5AR COVERINO THE WALL FRAMING, MINIMUM NOWNAL ANCHOR BOLT DIA, SMALL SE%INCH 0 TOP 4 WT. SPACED PER SHEAR SCHEDULE OR 0 &- 0" OC. MAX, EMBEDED INTO CONCRETE 7" MIN. W/ MIN. OISTANCE FROM e. ALL INTERIOR NON -BEARING WALLS WITH SHOT PINS, THE END OF SILL PLATEt TO BE 4V2" ( AND A MAXIMUM OF 12"). BASSET 03348, OR EOUIVALENT. AT 36" O.C, UNLESS OTHERWISE NOTED. PLATE BEUSED WASHERS (MIN. ANCHOSIZE OF BOLT 2" X 2" X�Xje") SHALL ON EACH R F. %­ DIA k S. MAY BE REPLACED BY %" ILIA THREADED RODS W/ 5-3/4 " EMBED. WITH CIA -GEL 7000 EPDXY SYSTEM 1. C. B. O. ER. 484'6. (OR 'EQUIVALENT), AT THE SAME SPACING.. ' WALL FINISH AND OR S. W, PER PLAN z X STur AT 16" O/C SAW CUT EXIST. SLAB SILL 15OLTING PER PLANS AND SHEAR WALL SC44EDULE 2X P,T.C>.F. SILL PLATE V 7 7 7 4 w V� ;=iei*.T, SLAf5 z A !% IV, AT ONESTORY 4 CONT, IV' AT TW STORY 00TINg .�T SLke) 1,.-31 MIN. --------- - -- --- -ER1 f, *E 1 -00 P IME."r—R TIN G tell , O/C E)C2X STWSo USE 3X STUDSO PANELS EDGM Pm Ism, WWWULS WALL FINISM SHEAR WALL PM PLAN IDC2X f* T. tX F SILL PLATE, PER PLAN W/ 5/8" oIA. aooxy SoLts To COMPLY W/ -SILL SoLmas PM 8"MAIR WWALL 6CMMX11Z m2x s=s ® TWI O/c fr w.2x P. T. o. rm siLL PLATE. STAGGICSO 04945 W/SFSCL& INspaCTION USE 3X 6=135 -2 ImAHIMS �Wr> 2X IBM W1 5,/&!* 01A. FOXY VOLA14. All> 0,0EMW W' Mft wams F-VR S.W. -1%cwfm>mA SOLTSs W, O/C 0.0mm T, SAL tm.,,Np=,nOt4 =30 414S49 WISPECI 6% F-Hf Me 4-,LAN 44 4 -A ". wA A -7 5 '4, A Ey- FOOTING WSVL AM CL 3-11A, -2x STUD. (FILLER) POST PER PLAN (4X MIN). 'NS PER SCHED HOLDOWN (HOAR OR P PER PLAN L.2X z 2X WSU' PER PLAN Le Euam PER SCHiEOliE * * 3 UN. CUR. UN. CUR. SCHEDULETYPE H02A H05A H06A HD8A HDIGA MA py IXA — 2-5/& 2-3/4 3-3/4 31-4/8 4-7/8 H8 4 1/25 I 1 �B 11E % 1/8 6 1/8' _ 3- 3,1/23 1/2f3 1/2' CL 1/11 1 1 2 We, 21 16 SO 1/4 1/2"1 r2O 31e 31e 3/4' 16 28 28 28 12' 16* 2e 247 24' 20 24 34 34 34 UN'Le am i6v �20% 28% 28* 28* 2775 4010 5100 7460 OUO la"a 2775 4010, 5100 7460 VW. LOADS RASED ON MIN 4X POST SZE OR, NOM 00KCROE STEM WALLS SMI BE W ANOiOR LOAD 6-M-W WIDTH FOR 518*$ MtKkS 8-MiN W110TH FOR 7/8'0 ANCHMS 8* MN FOR CONC. ROCK NOTE: FOR RAISED FOUNDATION USE SSTS FOR TWO POUR Ma AND DWD SOLT-SEYONO SILL PLATE A36YE FLOOR SHUTHING1, DRfLL HOLE IW� A 'o R FILL W/ IMP. EPDXY ET 2 GROUT Fx FOOT114G J 0 4X4 POST MIN, W1 E.N. **PHO OR HD PER PLANS & SIMPSON CATALOG EXISTING FOOTING DRILL. HOLES 0 1/16 LARGER W/ ..EPDXY I.C.B.0 THAN BOLT DIA. TTH 4945 Cl7Y OF L.A. A. 0 25185 W/ USE EQUIVALENT BP - INSPETION PHO 5 St U.N.O. HDA OR PHD BOLT Otk (IN.) -EDGE (M) (IN-) W (IN.) EMBEDMENT (IN.) COMPRESSION fo - 20M (ML) HD2A 5I8' IZ3/4 6 12 2775 HD5A 5/8 1-3/4 6 12 11-3/4-1 8 15 5�100, 7460 USE SIMPSON SET EPDXY ICBO #ER5279 OR R.R. #25279 NOTE: FOR RAISED FLOOR USE LONGER BOLTS TO EXTEND ABOVE FLOOR SHEATHING HOLDOWN TO EXIST. FOOTING EXISTING FOOTING NEW UNDERPIN PER PLAN a z REINF PER (n A PLAN Af z A. LLJ a. -0. 7 A -A P SEE PLAN ruUICI DATIOICI UNDERPIN X Z C-9 z kn REMAW.001 I 2 ND FLOOR T-b Ian THREE--tWAY SWITCH- V. DUPLEX OUTLET . . . . . . . . . . VX 14ALF-HOT OUTLET 2 v 20- 'APPLIANCE OUTLET A/C DISCONNECT I IMAIW- ELECTRICAL PAMtL LIGHTED - --------- G MOUNT ROO D-,cmuw mouNT nXIURE TU8E LIGHT ------ ---- V ft-ING 'FAN W/ LIGHT' mm & DASHED LINES 41,41)fC.M.E. -.0PIM., AL M. HIDDEN e& RMAMAM MIME' FCOQ, i'E RI CP t+T WP WAYE R-PROOF FIXTURE, +4e 'HEIGHT LOCATION H W Ff IAL-00E E , r. 'T 6236 SI'M`P 'E"P-C, —A3.5 AT lro" O/r, 2x4 AT t6" o1r, r-LR. swfG. PLR, JST. PLAN PER JST PLAN 2X BLOCK$ SHEAR WALL MHERE OCCURS) -SIMP ST 6236 BEAM SPLICE -1-4 4_1 1, 111 111 BEAM PER PLAN 4 X 4 POST W/ SIMP PC SPLICE AT e LAM 3/41' PL'rlj)OOD TREADS 4 RISERS st4 MIK 2A 2x SILL PLATE P.TDF. ATTAC14 TO STRINGER w/ APPROVED CLIP SECTION STAIR WALL SECTION STAIR STRINGER 2 2X ELKG SIMP. ST6224 00ROP SM &/2�1 lqd0 SOP SA 36 0 FLUSH EIM 4 DE TO Bj SN W/ 11' 16d EA. END DROP BM PLYWD SHTG PER PLAN + V7-ry A P, 2­2x TOP 'PLATE _16d 0 2*OX, Uo TO 8M. STAGG. 2X RJI __j 1- ROOF SHT'G 0/ 2X ROOF RFTR. BM :.PER PLAN W/ PER PLAN OX6 STARTER BOARD --8M WIDTH PC OR EPC -SHIPLAP- AT EXPOSED EAVES) 2- BX 3- (3)- 16d @ RFTR. THE PLAN --POST PER 1-+J. 4- 2X BLK'G W/ A-35 16" O.C.. U.N.O. FULL HT STUD W/ 5- 2X CEILING JST. 16d 0 12*oc PER PLAN TO POST 6- DBL TOP PLATE PER PLAN 7- 2X STUDS @ 16" O.C. SEE SHEAR WALL SCHED. FOR SHEAR TRANSFER OR WHO. BM. PER PLAN SHEAR WALLS 8- SHEAR WALL PER PLAN WHERE OCCURS S14EAR. TRAM SFE RIDGE/Pl0ST..:/ AT EAVE Ex. RVGE BOARD 2X STUO WAI.LW/ SWT42. PER PLAN AND 6 W SCMDULf� 04 2X STUD WALL W/ SHEATHING AS REQUIRED PER PLMS FLOOR SHEATIN(S 2X PIKE W/ -SILL NNUNG �"j SIMPSON A3,5 C 16' O.(�. PER SHEAR WALL SCHEDULE ER Sl"P* ST224 10 1�, IIN WSI/l SOP S A '36 F� 6d 2xFj"5 W/ L.I. HAN(SERS EX. 2X C,J Is W// (PER PLAN.? 4X FLUSH BEAM PER PLAN NEW BEAM Al' EX. CEILING O X SHEAR BLOCXI?4G W/ 16d 0 6" O.C. AS REQUIRED. FLOOR SHEATHING OVER SEE PLANS r-N-T 2X FLOOR JOISTS 2X JOIST uu tj EN. 2X, BLOCIONG 0 48' O.C_ V STUD WALL, W/ SHEATHING AS REQUIRED PER PLANS PARALLEL SHEAR TRANSFER J? ALTST)-xl A-35 B4 2X CLIG ;PST@ 16"o DOUBLE PLR. JST, 24STRINGER 1-4" O.C. MAX. Lo/APPROVED INTERIOR FINISH' W14ERE OCCURS X4POST 2X8 CONnNUOUS OVER 2X8 CLYG ISWT 6°4'LONG R-30 INSUL. -LOG PST --POST PER PLAN IMPSON-ST6236 W/ 12- 16d 0 EA. END OR MST48 Yl/ 17- 16d 0 EA. END DOUBLE 2X M BLOCKING I m POST STRAP IRINTED ON CLEARPRINT 1000H. ----------- - -- --- -- - ---- POST PER PLAN 2X 8LKG W/ r B.N. 16d08*0X. To LEDGER TYR WALL FiNis H ' r-2X LEDGER PER PLAN 16d OEA 48S"'0Sp.C<N.Tsgc_ - 40 j--- L --r2X F.J. AND ROOF SHT'G W/ SPLICE (3)16d 2X BLKIG. iE BM. PER PLAN 2X STUDS RR 16d OWO.C, ST 2115 0 48"'O.C. B.N. COOT � SHEAR PANEL 'G W/ BILK AND SHEARWALL ONLY F.J. _9A. PER PLAN BEAM TO B EAM DETAI LS RAFTER TO WALL WANOfeAlL AS SELECTED SY DER. wl APRRV'D ?9L GUFrORTS TERMINAVN6 W/ IN NEWEL OR STRAP SAFETY POST u/ .z ell c -)LID 4BAiIN MG HANDRAIL TIO WITH MIN. 21VOO LOAD IN ANY DIRECTION [NT. HANDRAIL --- A� 3 's SEE SHEAR WALL SCHED.' FOR SHEAR TRANSFER 0 SHEAR WALLS .4- 1 P4Y'D FLOOR SHEATHING PER PLAN 2 QR 13 Fbtt, we"-L_i ,­ 3 WALL DASHED' (WHERE OCCURS) 4 A�35 o 5 SHEAR WALL PER PLAN WHERE OCCURS 6, 7' FLOOR JOIST PER PLAN 2X G. SMEAR WALL TRANSFER 14 PLYWD SHT`G PER PLAN ffffN 2X RAFTER "CALIFORNIA" FRAMED 2X CONT "SHAPED"W/ 16d 06"OC RAFTERS NOTE- IN LIEU OF 2X BLOCKING NAIL 2X SHAPED V// 2-16d EACH RAFTER "CALIFORNIA" FRAMED ROOF P-OOF SHEATIN VEAM PER PLAN R.R. AND r,.,I. PLAN PER :o ao_ls_�T: CIELINCS PM PLAN mus HAHGB�z (INSTALL PRIOR 2XB4OCKS Wl TO BLKG*- TYPE 2-1460 98" 0/r_ 0-t _x, IPSON C&.16 X 5'-6* SIG W/ d NAILS 0 O.C. STAGGERED STUDS 0 16* O.C. ��J ORAWiU CHECK60 CA'rfg ww 17-0 SCALE Mo, r ro zocA tl'F__ ion No. 3 SHIEEr OF SHEETS REVISIONS my 'pill DRAWN CHECKED DATE -7 SCALE Joe NO. SHEET OF SHEETS GENERAL NOTES CONCRETE BLOCK MASONRY NAILING SCHEQUU (PER TABLE 23-11-8-1) 1. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE 1. CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. CSO, GRADE N UNITS. SEE THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED NAILS SHALL BE BOX OR L,➢ o /tLo PLANS, WORKMANSHIP & MATERIALS SHALL CONFORM TO THE LATEST EDITION OF ARCHITECTURAL PLANS FOR TYPE, PATTERN AND JOINT DETAILS. COMMON WIRE SPECIFICLY DETAILED CONNECTIONS SHALL BE NAILED WITH COMMON THE C.B.C., U.B.C. OR LOCAL CODE WIRE NAILS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING 2. MORTAR SHALL BE AS FOLLOWS: Vm = 1500 PSI MIN. CONNECTIONS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH o 2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING SITE 1 PART PORTLAND CEMENT 4 PARTS SAND 1 /4 MIN. TO 1 /2 MAX. PART HYDRATED THE SURFACE OF THE SHEATHING. CONFORMANCE WITH THE PLANS BY THE CONTRACTOR PRIOR TO THE START OF LIME -- CONSTRUCTION. THE ARCHITECT & ENGINEER SHALL BE NOTIFIED OF ANY JOISTS OR RAFTERS TO SIDES OR STUDS DISCREPANCIES, 3, GROUT SHALL BE AS FOLLOWS: Cc = 2500 PSI 8 INCHES IN DEPTH OR LESS ---------------------------- 3-16d 1 PART PORTLAND CEMENT 3 PARTS SAND 2 PARTS PEA GRAVEL WATER SUFFICIENT FOR EACH ADDITIONAL 4"DEPTH ADD ------------------------ 1-16d 2- # 3, WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. TO ALLOW GROUT TO FLOW INTO ALL JOINTS. JOISTS OR RAFTERS AT ALL BEARING 1- #5 MIN. TOE NAIL EACH SIDE ---------------------------------- 3-8d 4, ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS. 4. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. UNOBSTRUCTED STUDS TO BEARING -TOE NAILS F.A. SIDE--------------------------2-8d CORE OF 3"X 3". DOWELS FROM FOOTINGS SHALL BE SET TO ALIGN WITH CORE BLOCKING BETWEEN JOISTS/RAFTERS 5. NOTES &DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES REINFORCING. TO THE JOISTS/RAFTERS TOE NAILS EA SIDE ------------------- 2--1Od Ri FROM BLOCKING TO BEARING TOE NAILS EA SIDE ---------------- 2-1Od ` 5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH REINFORCING, BLOCKING BETWEEN STUDS REMODELING NQTES, ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT. AT EACH END —TOE NAILS ------------------------------- 2-10d � END NAILS ----------------------------------------- 2-16d g 1. PROVIDE ANY SHORING & OR . BRACING PRIOR TO REMOVING EXISTING WALLS, 6. CONCRETE SURFACES SHALL BE CLEANED OF ALL LAITANCE PRIOR TO SETTING OF BLOCKS. PROGRESSIVE BLOCKING RAFTER TO BLOCK & BLOCK TO COW. NAILER ----------------- 2-16d i BEAMS, OR. SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW MULTIPLE STUDS 2— #� SUPPORTS ARE IN PLACE AND SECURED. FRAMING NOTES (STAGGER NAILS ON STUDS WIDER THAN 4")-----------•------�--6d*24"OC 2— #5 MfN, 2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFG. RIBBON TO STUDS 1X RIBBON -p------------______________________________2_8d SPECIFICATIONS. SEE SHEAR. WALL SCHEDULE FOR SiZE AND SPACING. FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.C. LATEST EDITION. 2X RIBBON----------•-•----__—_____--_--__--_---___•---2-16d 3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE E.LMLNG—Sr ERAL DOUBLE TOP PLATES LOWER PLATE TO STUD --------------------- _---------- 2-16d SINGLE LAYER DOUBLE LAYER DOUBLE TOP PLATE. UPPER TO LOWER PLATE ----------------------------- 16d*16"OC NOTE: 1" = 40 X BAR DIAMETER IN CONCRETE, U.N.Q. 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN 1 USE SIMPSON U--HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS UNLESS AT SPLICES (48""MIN) ON EACH SIDE "L" = 50 X BAR DIAMETER IN MASONRY, U.N.O. ON DRAWINGS AND THEM FROM DAMAGE. NOTED ON PLANS. OF BUTT IN TOP PLATE --------------------------------8-16d .PROTECT UPPER TO LOWER PLATE 5. DO NOT CUT POST TENSION SLABS, CONTRACTOR TO DETERMINE EXISTING 2. ALL POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT TOP AND SiMPSON "BC" AT INTERSECTIONS ----------------------------------- a -16d CONDITIONS PRIOR TO START OF CONSTRUCTION. OR "BCD" CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. CEILING STRIPS REINFORCING 1x4 PER BAING(STRONGHOLDTYPE)---------------------«-3-84 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTINGS, BEAMS 3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC. SHALL BE 2X3 PER BEARING(STRONGHOLD TYPE) ----------------------- 1-16d ` AND JOISTS, SIZES LOCATIONS ETC. AND SHALL NOTIFY THE ARCHITECT & ENGINEER' SIMPSON "STONG—TIE" UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. PLYWOOD NAIUNG(SEE DETAILS &/OR SCHEDULES OF ANY DISCREPANCIES. BUILT UP SEAMS 20d*32"OC AT TOP AND BOTTOM FRAMING —WALL STAGGERED ------------------------------------ 2-20d 0 END 7. DOWEL NEW INTO EXISTING SLABS W/#4 REBAR 0 24" O.C. AND FOOTINGS 1. SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS (UNLESS tX6 LEI -IN BRACES, EACH BEARING, ------_---------------------v-2-8d o, o W/DOWELS TO MATCH NEW R£INF. SiZE/LOCATION. OTHERWISE NOTED ON PLANS): (PRE —DRILL HOLES FOR NAILS) 3t, 40 DIA. 2X4 0 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE ENGINEERING NQTES FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET STRUCTURAL2X4 0 16"OC (NON -BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET 2X6 0 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A 1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY THE STRUCTURAL ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET. 1, STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFICATION FOR REINFORCING SAME ENGINEER, 2X6 0 16"OC (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS A.S.T.M. A572 GRADE 50 OR DUAL SIZE AS FOOTING GRADE STEEL, REINFORCING 2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN 2. RAKE WALLS AJDACENT TO SLOPED CEILINGS SMALL BE BALLOON FRAMED, DOUBLE CONSIDERED BY THE STRUCTURAL ENGINEER. TOP PLATES SHALL ALWAYS BE SUPPPORTEO BY A ROOF OR CEILING DIAPHRAM. 2• FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C, SPECS. 6 MIN, 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING SHORING, TEMPORARY 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M. A-307 UNLESS PC� OTHERWISE SUPPORTS ETC., IS THE SOLE RESPONSIBLTTY OF THE CONTRACTOR. AND HAS NOT NG. SHEATHING SHALL HAVE ALL EDGES BLOCKED &THE APPROPRIATE SMEAR OTHERWISE NOTED, BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE TRANSFER THRU CEILING OR SOFFIT FRAMING, FOR THE STABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF 4. HiGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THE CONSTRUCTION. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD 4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER UBC (2320.11.9 & .10) FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LAQUER OR GALVANIZING INSPECTION/OBSERVATION OF THE ABOVE ITEMS. BETWEEN THE CONTACT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO 1 NOTCHING MAXIMIUM: 257o OF WIDTH ON BEARING WALLS A.S.T.M, A-325 OR A-490. 40% OF WIDTH ON NON —BEARING WALLS 4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS A SOILS a BORING MAXIMUM: 40 OF WIDTH ON BEARING WALLS r^s REPORT IS PROVIDED. SOILS IN THE BUILDING AREA & 5 FEET BEYOND SHALL BE 6OX OF WIDTH ON NON —BEARING WALLS. 5. PiPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53 GRADE B -_ COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION PER U.B.C. NOTE: A MIN 5/8"CLEARANCE FROM EDGE OF STUD TO HOLE SHALL. BE PROVIDED. 3'-0" CONC. 6. STEEL TUBE SHAPED MEMBERS SMALL CONFORM TO A.S.T.M. A-501 OR A�•500 SOILS REPORT BY: 5. DOUBLE 2X TOP PLATE SHALL BE LAPPED 48" AT ALL SPLICES AND SHALL GRADE B. 4O DIA. 2`-8" HAS. 3" CLR, OVERLAP AT CORNERS. JOB NO. 7, WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL} PROVIDE HOLES FOR 1 j2'"�+ 6. MALL BRACING SHALL BE PROVIDED PER U r ^ .., + v LET -IN WELDED STUDS AT 4 FEET O.C. FOR THE ATTACHMENT OF NAIL£RS. SEE BC (232.,.5 ➢) PROVIDE X6 STRUCTURAL SYMBQL$ ; BRACING (0 APPROX. 45 DEGREES) EVERY 25' IN ALL STUD WALL NOT ARHt7`ECTURAL DRAWINGS FOR FINISHES. SHEATHED.BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE. 6. BEAM CONNECTIONS SMALL COMPLY WITH "FRAMED BEAM CONNECTIONS" A I.S.C. STEPPED FOOTING INDICATES SHEAR WALL TYPE & LENGTH. SEE FOUNDATION & OR FRAMING PLAN AND PART 4. TABLE 1, USING 3/4" DIA. A307 BOLTS (M.S.). SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG.. ETC. NOTE: FOR SILL ER.W_ INQ,--FLOOR BOLTING AT EXISTING FOOTINGS USE "RED HEAD WEDGE ANCHORS' IGBO#1372 THE 1, FLOOR SHEATHING {MIN} 5/8"STRUCTURAL L T & G PLYWOOD PANEL tNOF_X N0, 9. OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS OF "THE STEEL JOIST SAME SIZE & SPAING AS SILL BOLTING (MIN 7 1/2" EMBED). 32/16 WITH EXTERIOR GLUE. USE 10d NAILS AT 6"OC AT ALL EDGES, BOUNDARIES. INSTITUTE". ­7 4 INDICATES POST SHEARWALLS & 10"OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. STRAP PER PLAN W/ MIN. POST SIZE/TYPE AS FOLLOWS U.N.O.: ALL EDGES BLOCKED AT DECKS. STRUC T. STEEL WELDiNG FULL LENGTH NAILS BEAM SiZE POST SIZE 4 X 14 & SMALLER 2-2X4 W/16d NAILS 0 12" O.C. 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON —BEARING PARTITIONS, 1. WEL.DiNG SHALL BE DONE BY THE ELECTRIC SHIELDED ARC PROCESS AND SHALL 4'-0" MiN. LAP 6 X 12 & SMALLER 3-2X4 W/f 6d NAILS ® 12}, O.C. COMPLY WITH A.W$. SPECIFICATIONS FOR WELDING AND FABRICATION, 4 X 16 & LARGER 4X4 3, PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BEARING WALLS DOUBLE TOP PLATES 6 X 14 & LARGER 4X6 WHICH ARE PERPENDICULAR TO JOISTS. 2. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO ARE APPROVED BY THE LOCAL AUTHORITY, SEE HOCDEIWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE 4. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED 3. ALL FIELD WELDS SMALL HAVE CONTINUOUS INSPECTION PER UBC (1701.5.5) REQUIREMENTS. AND SUPPORTED BY HANGERS PER CODE (UBC 2320,8.4). UNLESS OTHERWISE NOTED. AL POSTS ARE TO CONTINUE DOWN TO FOUNDATION. EMING-ROOF 4. ALL BUTT WELDS SHALL BE FULL PENETRATION U.N.O. 1. ROOF SHEATHING (MIN) 1 /2" STANDARD PLYWOOD PANEL INDEX NO. 24/0 WITH EXTERIOR GLUE' USE 8d NAILS AT 6"OC AT ALL EDGES, BOUNDARIES AND SHEAR 5. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING WELDING OR A ES FQUNDATION NQTREPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR WALLS & 12" OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. PRIOR TO FRAMING APPROVAL, 2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED 4'-0" MIN. LAP AND SUPPORTED BY HANGERS PER CODE. 6, USE £7a18 ELECTRODE W/201—# TOUGHNESS FACTOR. 1. SOiL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.B.G. (9OX) GRADING NOTES DOUBLE TOP P. RELATIVE COMPACTION MINIMUM. FRAMING —CEILING (PER TABLE 23—IV—J-3) 2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF 1. CEILING JOISTS SHALL BE 2X6 016"O.C. (MAX SPAN=15'-9") 1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING. CONCRETE AND SHALL VERIFY THE SOIL BEARING PRESSURE TO BE 1000 PSF MiN 2, ALL FILL ONE FOOT &GREATER SMALL BE CERTIFIED AND TESTED AS TO RELATIVE ° OR PER THE SOILS REPORT. 2. CEILING JOISTS SHALL BE 2X8 016"O.C. (MAX SPAN=20'-9") COMPACTION PER U.B.C. 3, SLAB ON GRADE: 4 INCH. CONCRETE SLAB WITHVIq #3 24"O/C E.W. ® CENTER FBI STSERS —JC IRAFT3. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH CHAPTER 70 OF THE U.N.O.TYP. 8 — 15d i SLAB OVER 2 tNCH. OF SAND OVER 6 MiL. VLSQUEEN OVER COMPACTED SOILS LATEST ADOPTED EDITION OF THE U.B.C. 4. ALL UTILITY TRENCH BACKFILLS SHALL BE U.f , BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS: IN ACCORDANCE WiTH THE SOILS ENGINEERS RECOMMENDATIONS, 4. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A {UBC 2—MAX..4) PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER BORING —MAX. DIA. OF HOLE SMALL NOT EXCEED 1 j3 OF DRESSED DEPTH OF JOIST DRAINA9 NOTES WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHING —MAX. DEPTH AT ENDS PERMIT. SHALL NOT EXCEED 1 /4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED IN THE PLATESPLICE 5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SMALL BE AS FOLLOWS: CENTER THIRD OF THE JOIST SPAN. NOTCHING IN OTHER LOCATIONS SHALL BE ON 1. MINIMUM GRADIENTS ARE AS FOLLOWS: EARTH= 1 PAVING=.5i& 5/8""DIAMETER ANCHOR BOLTS WITH 7" MIN EMBEDMENT IN CONCRETE WITH THE COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 OF THE JOIST DEPTH. 2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BE AS FOLLOWS: 2% MIN TO SPACING NO GREATER THAN 4 FEET O.C. NOR FURTHER THAN 12" FROM CORNERS 2. WHERE THREE OR MORE (MULTI JOISTS) ARE USED THE JOISTS SHAD. BE BOLTED 21 X MAX SWALES TO BE 3 FEET MiN AWAY FROM STRUCTURES. (MIN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE TOGETHER WITH 1 /2"DIA MACHINE BOLTS W/ WASHERS AT 24"OC STAGGERED. BOLTS 2-2x PLATES. SEE PLANS FOR FOR FURTHER BOLTING REQUIREMENTS SHALL BE RETIGHTENED PRIOR TO APPLYING FINISH MATERIALS. FRAMING ANCHOR TOP AND SiZE AND REFERENCE TO SPLICES S. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR LONG, WALL THICKNESS BOTTOM OF DOUBLE STUD FOR HEADER SIZE, SEE PLANQR POST SHALL NOT BE PLACED iN STRUCTURAL CONC. UNLESS SPECIFICALLY DETAILED. SEE 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES WITH 3-16d NAILS 2x CRIPPLES AT 16" O.C. MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, OR USE SiMPSON ST 2115 0 48 INCHES O.C. ACCESSORIES, ETC. 4. CROSS BRIDGING OR 2X BLKG.SHAL.L BE PROVIDED ® 8'-0" O/C. MAX. FOR ALL 7. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT SHALL NOT BE JOISTS AND RAFTERS MORE THAN 8" iN DEPTH EMBEDDED THEREIN. 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL 8. PROVIDE 3/4" CAMBERS AT ALL EXPOSED CORNERS SUPPORTS. 16 STUDS 16" O.C. 9. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS CLIPS OR FRAMING -BOLTING 16d 0 12" O.C., GROUNDS REQUIRED TO BE CAST iN CONCRETE, AND FOR LOCATIONS OF FLOOR STAGGERED PLYWOOD FIRE BLOCKING AT CEILING FINISHES AND SLAB DEPRESSIONS. 1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. SEE WHERE PROVIDE SIMPSON A34 FOR 2x4 SCHEDULE 16d 0 12" Q.C. OCCURS 16d PER E.N. LINE AND NOT TO EXCEED STUDS AND A35 FOR 2x6 STUDS, STAGGERED AT SHEAR WALLS NOTES 8}—O" D.C. EACH SIDE 10. LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 2. ALL BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF PLYWOOD, PLASTER FOR NAILING SEE GENERAL USE 2-2x JAMBS FOR 4x10 AND CONCRETE ETC. eN, 6x8 AND LARGER HEADERS 1 STUD FOR INTERIOR WALLS 1. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL BE TYPE 1 WITH A 3. HOLES FOR BOLTS SHALL BE BORED 1 j32" TO 1/16" LARGER THAN NOMINAL 2 STUDS FOR EXTERIOR WALLS END END POST AT PLYWOOD SMEAR WHERE OCCURS W/ E.N. MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. CEMENT SHALL BOLT DIAMETER. UNLESS NOTED OTHERWISE CONFORM TO A.S.T.M. CX-150 FINE & COURSE AGGREGATE SHALL CONFORM TO NOTE A.S.T.M. C33.LUMBE� 12" LG. BLOCKING TOP. POST WHERE STUDS SHOWN ARE FOR INDICATION ONLY, ACTUAL LOCATION TO SUiT BOTTOM, & MID -HEIGHT OCCURS CONSTRUCTION REQUIREMENTS, MAX. SPACING AT 16" O.C, REINFORCING STEEL 1, ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 19% & GRADED IN �,r 1. REINFORCING STEEL, #3 AND #4 GRADE 40, #5 AND LARGER GRADE 60 PER ACCORDANCE WITH THE WEST COAST LUMBERMANS ASSOCIATION.) TIP. STUD WALL INTERSECTIONS TYP. WALL FRAMING A.S.T.M. A615. REPETATIVE USE MEMBERS I 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF STUDS & PLATES ----------------------------------- NO.2 REINFORCING BARS, JOISTS & RAFTERS 2X4 TO 4X4 INCLUSIVE ------------------------------ N3,2 3. BARS NOTED AS "CONT "TYPICAL WALL REINFORCING AND VERTICAL COLUMN 2X6 TO 3X16 INCLUSIVE ----------------------------- N0.2 2- 16d REINFORCING SHALL HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN SINAGFOR SIZE AND SPACING OF STAGGER PLYWOOD JOINTS —16d 0 12", STAGGERED MS USE MEMBERS L—��+[ -�fill---_--- MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE.. JOIST OR RAFTER, SEE PLAN " E JOIST 0R RAFTER — 3/8MIN. EDGE DISTANCE �------ 6X OR LARGER ----------____.-_--____ _.,.,___..._____--__NO.1 BOUNDARY NAILING (B.N.) FOR NAILS 4. REINFORCING SHALL BE SPLICED ONLY A5 SHOWN OR NOTED. OTHER SPLICES POSTS & MULLIONS ALONG CONTINUOUS UPPER PLATE 4" WIDER THAN SHALL BE APPROVED BY THE STRUCURAL ENGINEER. PANEL EDGES LOWER PLATE 4X4 & SMALLER ----------------------------------- N0.2 5. SPLICES iN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED 4X6 & LARGER ------------------------------------ NO.2 2X STUDS 0 16" O.C. 4 FEET UNLESS OTHER WISE NOTED. 6X6 & LARGER ------------------------------------ NO,1 MISCELLANEOUS LUMBER PARALLEL 6. PROVIDE DOWELS IN FOOTINGS AND/ORNGRADE BEAMS THE SAME SIZE AND SLOCKING,FURRING, ETC,______________________________NO.3 DECKING & SHEATHING TYPICAL INTERMEDIATE NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A NAILING (I.N.) MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. 2X.3X,4X------------------------------_-----COMM'L DEX. FLOORS-10d 0 10" O.C. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM ROOFS- 10d 0 12'" O. , 16d ® 12", STAGGERED 7. ALL. REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN GRADE SHALL BE PRESSURE TREATED DOUG FIR. JOIST OR RAFTER PLACE 'PRIOR TO PLACMENT OF CONCRETE OR GROUTING OF MASONRY. 8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE: 3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB, 24F-VB(*) DF/DF EDGE NAILING (E.N,) - UPPER PLATE 4" WIDER THAN (Fb=240OPSI, Fv=165 PSI, E=180.000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR LOWER PLATE BELOW GRADE (UNFORMED)---------•----------------3 CLEAR BELOW GRADE {FORMED)--------------------------2" CLEAR GLUE UNLESS OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR 2X STUDS 0 16" Q.C. WAS______________________________________1„ CLEAR EACH GLUAPPROVED LAM BEAM FROM AN APPROVED TESTING AGENCYTOE SUBMITTED AND 2 X 3 FLAT BLKG. AT LON DIMENSION OF PLYWOOD APPROVED BY THE BUILDING DEFT. PRiOR TO ERECTION. [()USE V$ FOR CANT, UNSUPPORTED EDGES. (REQ D COLUMNS ----____._____________________,__-____1.5 CLFAR ONLY WHEN CALLED FOR 0 TO RUN PF..RPINDICUL.AR TO BEAMS AND V4 FOR SIMPLE SPANS BEAMS] BEAMS AND GIRDERS ----------------------------- 1.5'"CLEAR PLANS) JOISTS STRUCTURAL SLAB (ABOVE GRADE) -------------------- 3/4"CLEAR 4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-74 NOTE: PLYWOOD TO BE MIN. SHEATHING SIZE TO BE PERPINDICULAR INSPECTED PRIOR TO COVERING 2" -O' X 4'-0" 9, NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT , APPROVAL OF THE STRUCTURAL ENGINEER. PLYWOOD LAYOUT /'`e JOIST TO NON —BEARING WALL t" IN TOP PLATE SPfUt;t vxcv. ON FRAMING PLAN NOTES: 1. ALL PIPE SLEEVES TO BE 2" LARGER THAN PiPE. 2. FOR PIPES MORE THAN 3'-0" BELOW BOTTOM OF FOOTINGS, STEP FOOTINGS PER DETAIL (NO PIPES ALLOWED IN FIG. STEP) 3. PLACE CONC. FILL AROUND SLEEVES BEFORE POURING FTG. PROVIDE 2" CEMENT DRYPACK IF PLACED UNDERO'_`'`�I` I EXIST. FTC. 9" Ld � B" 'd" = PIPE SLEEVE DIAMETER PIPE TRENCH u a. 40 'D' CONCRETE _+ 50 'D' MASONRY 1n PROVIDE SLEEVES FOR ALL PIPES, — TRENCH SHALL NOT UNDERMINE WALL FIG, 50X COMPACTED BACKFILL tit . TRENCH EXCAVATION a UNO TRENCH PARALLEL. TO FOOTING BELOW THIS LINE 1'-6" Mi . NO SLEEVES SHALL PENETRATE FOOTING 911339 BAR SIZES 3 1 /2 'D' #3, #4, #5 5 "D' #6, #7, #8 7 'D' #91 #10, #11 REINFORCING SHEAR PANEL LENGTH 2X4 STUDS 16" D.C. U.N.O. C—"--- DOUBLE OP PLATE 2X BLKG. HOLDOWN PER SILL PLATE BOLTING (OR PLAN I 2" USOLE PPER �OOR AILING AT AX> SHEAR PANEL ELEVATION uj r a- 0 NOTES; _41/6d MAX. 1. BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION. 2. NOTCHES SHALL NOT OCCUR IN MIDDLE 1/3 OF SPAN. 10 • o d WIDTH '� d WIDTH I NOTCH iN STUD F2,9 d BORED HOLE NOTE: BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION PARTITION TYP. STUD NOTCHINI BEAME ,.........., OF LLSTU 16d AT 12" EA. SiDE/ EA. CRIPF EXTEND STUDS FULL HEIGHT OF WALL (4) 16d EA. SIDE 2X STUDS 16" Q.C. EPC OR PC (2) 2X CRIPPLES TYP. 0 BEAM OVER 8" DEPTH, USE 4X POST U.N.O. ON PLANS (CRIPPLE OR POST TO BE FULL WIDTH ON BM.) NOTES: I. WHERE BEAM INTERCEPTS TOP PLATE SPLICE USE ST6236 2. BM(S), CAN SIT ON TOP PLATE ABOVE PO W/ E.P.0 OR P.C. TYP . BEAM TO WALL SHEAR WALL SCHEDULE 1997 U.B.0 SILL BOLTING MARK WALL TYPE ALLOWABLE SHE SIDE BOTHSIDES SILL NAILING SMEAR OF WALL OF WALL 6' UPPER STORIES 7/8-STUCCO OVER PAPER BACKED LATH W/16 GA STAPLES AT 6"O.C. AT TOP & BOTTOM PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No.1318, AUG. 2002) OR 180 PLF 5/s"*55"Q.c. 5/6°027 i/210.c 16d 0 8"O.C. (ICBO REPORT No.1254, MAR 1990) NOTE 4 AND 9 BELOW 3/8"PLYWD STRUCT Ii OR STD SHTG WITH 8d NAILS 0 6"O.C. AT EDGES & 12" O.C. FIELD 260 PLF 5/6"w6"o.c. s/6"a+1a"Q.c. 16d 0 6"O.C. TABLE 23-11-1-1 UBC) NOTE 1, 9, 10 & 11 BELOW 3/8"PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD 350 PLF 5/8"026"O.C. 5/8"013"0.C, 16d 0 400.C. (TABLE 23—I1-1-1 UBC) NOTE 1, 6, 9. 10 & 11 BELOW A 3/8"PLYWD STRUCT If OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD 380 PLF 5/a"*26"Q.c. s/o-ol3"Q.G. 16d 0 4"O.C. (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 1 3/8" PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 3" O.C. AT EDGES & 12" O.C. FIELD 490 PLF 5/8"020"Q.c. 5/8"eta"o.c. 16d 0 3 1/2"O.C. 2 (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5. 6, 9, 10 & 11 BELOW 3/8" PLYWD STRUCT It OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD 610 PLF 5/8"olwo.e. 5/s"os"o.c. 16d 0 2 1/2"O.C. 1 TABLE 23-11-1--1 UBC NOTE 1, 3, 5, 6, 9. 10 & 11 BELOW 1/2" STRUCT I PLYWD WITH 10d NAILS 0 2"° O.C. AT EDGES & 12" O.C. FIELD J�M�LF3/4"016"O.C. 314"WO.C. N/A 14 OVER 3X STUDS TABLE 23-11-1-1 UBC NOTE 1, 3, 5. 6, 9, 10 & 11 BELOW 1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE S. ALL INTERIOR BEARING AND NON BEARING BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES 3—INCH NOMINAL OR WIDER & NAILS SHALL BE FOOTINGS TO HAVE 7/32" SHOT PINS AT 32" O.C. 9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED. & 48"O,C. RESPECTIVELY: I.E. HILTI ICBO REPORT 11, 12, 13, & 14. No.2388, NOV 1995 OR RAMSET/REDHEAD ICBO 6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A REPORT No.1639. DEC 1995 2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING IS LESS THAN 6 "O.0 ON TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL 9, USE 2 1 /2" x 2 1 /2" x 3/16" PLATE BOLTS. (I.E. HALF THE O/C SPACING) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL WASHERS. BE 3— INCHES NOMINAL OR THICKER & NAILS ON 3. USE 3X PRESSURE TREATED DOUGLAS FIR EACH SIDE SHALL BE STAGGERED. 10. USE CDX. CC OR STD SHTG IN LIEU OF SiLL PLATES AT FOUNDATION/FIRST FLOOR ONLY. 7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE STRUCT II PLYWOOD. ALL PLYWOOD SHALLBE 5/8" X 10" A,B.'S 0 48"O.C. UNLESS OTHERWISE CHANGES FIR. OTHER SPECIES MAY REQUIRE 4. PAPER BACKED SELF FURRING EXPANDED METAL NOTED ON PLANS. CHANGES. LATH WITH ICBO APPROVAL 11. AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING. iCBO # 1372 MIN. EMBED 7 1 /2". s 3, 106 E l r DBABN BY R.E.D. Coca]) BY S.I.Y. DATE scmz AS NOTED JOB NO, SHEET D-1 f' MANDATORY REQUIREMENTS F--1 R FORM CF--1 R FORM CF--1 R FORM MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 1 CF-iR $ CERTIFICATE Qf COMPL.IANCEi RESIDENTIAL Page 3 CF�iR $ -_-___-__ -- _- f Note; Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items Marked with on asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features Hated shall be considered by all parties as minimum component .performance specifficotfions for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Project Title. , . , , .. , , , PROPOSED ESQUIVEL RES Date.. 12/22/04 121 48i 40 Project Address.. , . , .. , 1302 S SHELLEY ____________________.. _ SANTA ANA wv6,01* 1 __ ___ ___ -- 1 Documentation Author. , , Christopher I stapher S. Le I. ghton www I u i d i emit l Terry Engineering 180 E Main St Ste 150 1 tan -Check DaeI Project T i t te. , .. , , , , .. PROPOSED ESQUIVEL RES Dater , 12/22/04 121 481 40 I MI°CROPAS6 v6,01 Fite-50408220 Wth-CT708S92 Program -FORM CF-1'R ! I User#-MP0206 User -Terry Eng I neer I ng Run -PROPOSED ESQUIVEL RES } ___________________._______________..___-_-------------- =k Instructions; Check or initial applicable boxes when completed or enter N/A if not Applicable. Tustin, CA 92680 I _______________ I (714) 838-1124 1 Field Check/. Date i ------------ REMARKS -------• `l i)ESCRiPTION DESIGNER ENFORCEMENT Building," Envelope Measures: 150(a): Minimum R-19 Ceiling insulation. X 150(b): Loose fill insulation manufacturer's labeled R-Value. X 150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U-factor in metal frome walls (does not apply to exterior mass walls). X * 150(d): Minimum R-19 raised floor insulation in framed floors. X 150(l) : Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rate no greater than 2.0 perm/Inch. N/A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. X 116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiitra#ion Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified ',0-factor, certified Solar Heat°.. Gain Coefficient (SHGC), and infiltration certification: 3. Exterior doors, and . windows weatherstripped; all joints and penetrations caulked and sealed. X 150(g): Vapor barriers mandatory, in Climate Zone 14 and 16 only. N A., 1500):. Special infiltration " barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e):. installation of "Fireplace, decorative Gas Appliances and Gas logs. 1, Masonry and factory -built fireplace have: a. Closeable metal or glass door b Outside air intake with damper and control c: Flue damper and control 2, Na continuous burning, gas pilot lights allowed, X Space Conditioning, Water Heating and Plumbing System Measures: 100-1`13: HVAC equipment, water heaters, showerheods and faucets certfied by the Commission. X 150(h): Hooting and/or cooling loods calculated in accordance with ASHRAE, SMACNA or ACCA. X 150(1): Setback thermostat on all applicable heating and/or cooling systems. X 1500): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) . 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R--16 combined internal/external insulation. 4. All buried or exposed piping insulated, in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping .insulated between heating source ancl' indirect hot, water tank. X. 150(m). Ducts and foes 1. All ducts and plenums installed; sealed and insulated, to meet the requirements of the 1998 CMC section 601, 603, and' 604 and standards 6-3; ducts" insulated' to a minimum installed level ;of -R-4.2 or enclosed entirely in conditioned space. Openings shallrbe;,;sealed :with mastic. tape, aer.,osol sealant or other duct closure system that meets the applicable requirements :of U081; UL1:81"A,. or UI'i81B , If mastic or to is used to seal openings greater Than 1 /4 inch, the court>ination of mastic and either mesh or toe shall be used: Building cavities shall not be used for conveying conditioned air. Joints and . seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tope'is used in combination with mostic and drawbonds. 2. Exhaust fan, systems have backdraft or automatic dampers. 3. Gravity, ventilating systems serving conditioned space have either automatic or - readily accessible, X manually operated dampers. 114: Pool and Spa Heating Systems and Equipment: 1. System is certified with . 78 % thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot .light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solor heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a eiirculation pump time switch. N/A 115. Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot <150 Btu/hr) X Lighting Measures: 150(k)1 : Luminaries for general lighting in kitchens shall have tamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens, This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. X 150(k)2.: Rooms with a shower or bathtub must have either at least one luminoire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures ore IC (insulation cover) approved. X CI,mater Zone,,,,,,.,,,, fl8 Compliance Method,,,... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc, -------------------------------------------------------- -------- __------------ ---------- I MICROPAS6 v6.01 Flte-SO4082-20 Wth-CTZ08S92 Program -FORM CF-1R I ..________________________________________ _-__----- 1 ______ User#-MP0206 _ User Terry Engineering _ Run -PROPOSED ESQUIVEL RES __ _- ___ _____ _ .. __________________________—_—.r_....r_aw..._.r___--_----___.e_..ww_..__..w _----__-----1._�...w+...ar GENERAL INFORMATION COMPLIANCE STATEMENT -- ----- W UJ Conditioned Floor Area.,,,. 2421.75 sf This certificate of compliance lists ------- the features and performance Bultding Type .............. Single Famity Detached specifications needed to comply with TItte-c4, Parts 1 and 6 of the Z Construction Type ......... Existing Ptus Addition California Code of Regutations, and the administrative regutations to Building Front Orientation, Front Facing 90 deg (E) Implement then, This certificate has been signed by the individual with W Number of Dwetting Units,,, 1 overact design respons I b I I I ty, When this certificate of compliance 15 Number of Stories..,.,,,,., 2 submitted for a single bultding plan to be built in multiple orientations, Floor Construction Type,.,, Stab On Grade any shading feature that Is varied Is Indicated In the Special Features Gtazing Percentage,,,,,.... 15.6 % of floor area Mode ting Assumptions section, Average G taz i ng U-factor, . , 0.83 Btu/hr-sf-F Average Glazing SHGC,.,,.., 0.69 DESIGNER or OWNER DOCUMENTATION AUTHOR: Average CeItIng HeIght, ,t, 8 ft °* Name, , �{ _. Na�►e, ,.. , Chr t stopher S, Leighton.. - _--_ BtII.LDINQ SHELIrr:INsULATION Company: ESQUIVEt,' FAMILY Company, Terry:Eng:ineering -----_-_ Address.• 1302' S.. SHELLEY Address,. 180 E Ma:I n " St. Ste .1150 , Component Frame Cavity She%tning Tota-L AssembIy SANTA-ANA CA 92704 Tustin, CA 9268.0 Type Type R-value R-value R-value U-factor Location/Comments Phone, (714) 557-5016 Phone:,r. (714) 838-1 24 --- ------------ - ---------------------------- ----- License .. _______ __ y Ro®.f____---� rn/a �� R-19 R-n/a• �R-19 0.051 Extsting Attic w _ - _-- New Attic Ce I t S I geed. , ----------------- -------_ I geed: ,,. S _ . . Watt n/a R-0 1-n/a R-0 0, 386 Existing EXt W (date) 4 R-13 0.088 New Ext Watt Walt n/a R-13 'R-n/a ESSI Wall n/a R-13 R-nla R-13 0; 003, New Gypboord W ENFORCEMENT AGENCY �r H� ��© Watt - n/a R-0 R-n/a R-0 0,:32-2: Ex i st I n$YPbo `3. 17014 .- StabEdge nfa R-0 R-n/a F2=0,720 Covered Name,,, _ - StabEdge n/a R-0 R-n/a F2=0,550 At Garage Title,,, Exp._t= s , , Agency. FENESTRATION $ y ------------ Phone, .. Over - Area U- Interior Exterior hang/ SIgneo,, Or I entat I on t sf) Factor SHGC Shading Shading Fins da -------------------,-, Window Back (W) 1,6. 0 0.870 0, 700 Standard Standard None Window Back tW) 4'. Q 0 870 0,70E Standard Standard None W i ndow Back (W) 16.0 0; 870 Q, 700 Standard Standard, None Door Front °% E) 45.0 0, 550 t?,0 Standard Standard. None L W i ndow Front (E) 33.8 0,870 0, 7tJ Standard Standard None ( d" Window Front (E) 1610 0,870 0,700 Standard Standard None , C > CC -A CERTI-----F-CATE_OFCOMP---- ------ -RESIDENTIALPa2 _----- �ge------__CF�iR C) W _J Project Title,,.,,.,,,, PROPOSED ESQUIVEL RES Date„ 12/22/04 12148140 _J I MICROPAS6 v6,01 Fite-SO408220 Wth-CTZ08S92 Program -FORM CF-1R I W = I User#-MP0206 User -Terry Engineering Run -PROPOSED ESQUIVEL RES i r U) ------------------------------------------------------ ---------------------- FENESTRAT'ION j Over- LJ_J CN Area. U'�_ Interior Exterl-ar hang/ 0 Q Orientation (sf) Factor SHGC Shading Shading Fins I'� F-- -------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -------------- -____ Window Right (N) 24,0 0,870 0.700 Standard Standard None W I ndow R i ght (N) 5.0 0, 870 0, 700 Standard Standard None W i ndow Right (N) 24.0 0. 870 0,700 Standard Standard None (f) Door Back ( W) 40. 0 0, 850 0, 700 Standard Standard -.None W i ndow Left (S) 16. 0 0, 870 0; 700 Standard Standard ' None W i ndow Left (S) 16. 0 0, 870 0. 700 Standard Standard None W Endow Right (N) 16.0 0, 870 0, 700 Standard " Standard None W i ndow Back (W-) 24.0 0. 870 0,700 Standard Standard None W I ndow Left S) 16.0 0,870 0,700 Standard Standard None W I.ndow " Left (S) 16.0 0, 870 0,700 Standard Standard None Window Front (E) 16,0 0,870 0,700 Standard Standard None Window Front (E) 3,0 0,870 MOO Standard Standard None > Window Front (E) 16.0 0,870 0.700 Standard Standard None W i ndow R I_ght ( N) 1:6.0 0, 870 0, 700 Standard Standard None SLAB SURFACES ------------- € ) Area W Stab Type (sf) ---------------- ------ Standard Stab 1761 y" HVAC SYSTEMS" ------------ }. Refrigerant Tested ACCA ry ry Equipment Minimum Charge and Duct Duct Duct Manual Thermostat p O Type Efficiency Alrftow Location R-value Leakage D Type LL_ . -------------------------------------------------------------- ---------- Furnace 0. 650 AFUE n/a Attic R-4, 2 No No SetBack C14 RoomHP 10.00 EER No Attic R-4,2 No No SetBack d WATER HEATING SYSTEMS--------------------- c" Number Tank External In Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gat) R-value Storage Gas Standard 1 .60 50 R- n/a Date: 12-23-2004 State: AS NOTED Drawn: c14.8 General Requirements CL 05.8.1 Notes to be placed on the plans: Chbcii®d: JT 06.8.1.1 Maintenance Information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. Not Date The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, fit .23-2QA4 component, or manufactured device. UPON COMPLETION OF CONSTRUCTIONi CONTRACTOR SHALL Job W6. c17.8.1.2 After instaiCn wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate OBTAIN CF-6R FORMS enerFROMgyHE CALIFORNIAgENERGY 040822 g COMMISSION ATE www, ever , ca, ov/t.itte24 signed by the installer .stating that the installation is consistent with the plans and specifications described in Section 10-103(o)2.A and for which the building permit was r (CLICK TO FIND RESIDENTIAL COMPLIANCE 'FORMS> " st►eet issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification, THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON THE .JOB SITE FOR THE PERUSAL OF THE INSPECTOR T- 24 PRIOR TO FINAL INSPECTION,