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HomeMy WebLinkAbout10151157.pdfi en fl- ISM 140V1N - 7!5 b 4iv IL, Kri Allyt,( -51 TITLE 24 SUMMARY ENERGY (TITLE 24) REQUIREMENTS INSULATION EXT WALLS: R-13 NEW SUBFLOOR: R-19 NEW ATTIC: R-30 FENESTRATION FENESTRATION: U-FACTOR= .75 max SHGC= .40 max A/C EFFICIENCY N/A RADIANT BARRIER EMISSIVITY LESS OR EQUAL TO 0.05 INSTALLED TO COVER ROOF RAFTERS AND GABLE ENDS WALLS AT ATTICS STRUCTURAL NOTES CONCRETE GRADE 2 - ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK JOIST, PUR(.INS 2" TO 4" WIDE 6 &KEEPER No.1 TYPE (ISO -CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM S, FAMS, PURitNS OVER 4" WIDE No, i BEAM C 33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0.05 %. SUBPURLINS 2" TO k" WIDE, 6 & D€EPER No, 9 LEDGERS 2 2.- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM 0- STUDS 2" x 4" OR 3" x 4" STUDS 94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301. STUDS 2"x6" No. POSTS 5'x5'AND LARGER No.1 3.- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL SILLS, PLATES AND BLOCKING No. 2 CONFORMING TO ASTM C-150. 4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48' OF 4: MINIMUM COMPRESSIVE S7RENGHT OF CONCRETE AT AGE OF 28 DAYS FOR; GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTOF) SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 50' DIAMETER x VY LONG BOLTS AT 48" ON CENTER 12" MINIMUM FOOTINGS 2,500 PSI FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED. _ SLAB OR GRADE 2,500 PSI SIDEWALKS 2,000 PSI 5, STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL WITH 5/8" ANCHOR BOLTS AT 24" 0lC. TH 5, MAXIMUM SLUMP SHALL NOT EXCEED 4. ' _ 6.- ALL NON BEARING STUD WALLS, SHAL°L'BE'2j "X $ 'UDS AT IV* 0I WITH 518" GYP, BOARD 6: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS EACH SIDE, UNLESS OTHERWISE NOTED.' AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. i- ALL STUD WALLS SHALL HAVE FULL H€IQHT,4";x; " AGONAL L FT -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FEET OiC.UNL$SKERWiSE N aTED ON PLANS, BRACES 7: ALL REINFORCING STEEL ANCHOR BOLTS. DOWELLS AND OTHER INSERTS SHALL BE SHAH GOV€RAMiNlMUM OF SIX STUD SPACES: SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE OLE.ANOUT$ SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER 8- COMMON NAILS SMALL BE USED. CLEANOUT AND INSPECTION. 9: FIRE BLOCKING 2" x 1 ' "U Wfo AT GELLING AND FLOOR THICK, SHALL BEE"' 8: VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS H LEVELS AT EACH 50' HEIGHT OF STUDS AND B;^T4t( Et�j S'A(R RS AT SUPPORTS 14, OUTLINED IN POR7LAND CEMENT ASSOCIATION SPECIFICATIONS 5T-26. 10: JOISTS SHALE.. BE SNLOCKED A7 SUPF'60'4�_fN <3ftipU`E'.1`S' R BLOCKED AT INTERVALS 9.- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH '!. " OF V WHERE JOISTS ARE 2" x 12" OR DEEPER, ' CHAMFERS UNLESS DETAILED OTHERWISE. .J 2 I.- MAXIMUM UNSUPPORFOR NON-BEIc}"ttN611`'ART4T1Ej .. ALL BE: HEIG10, CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE TO 14'-D � T X 4" � 16" D10UPPTO 1 ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK, 2" x 6" @ 16" OIC UP TO 20'-0` ,,,"p') su m the 2" x 8" l@ 16" OIC UP TO 26'-0 i 1: NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN' EXCESS OF 95 ° F, 12: PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PART17fO WALLS. :. 12 - WIRE MESH LAP (END & SIDE) SMALL BE ONE FULL MESH -2 13.- BOLTS HOLES IN WOOD MEMBERS SHAL,u I f� I AND A MAXIMUM 1116" :. PLYWOOD LARGER THAN THE BOLT DIAMETER. 2: PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH REINFORCING STEEL " in a€' THE ORPA GRADE.OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS. 1, REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMS BEARS AS FOLLOWS: FOOTING. SLAB GRADE, MASONRY TIES: BENT GRADE 2: EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A MINIMUM DIMENSION OF AL TM 40 # 3 BAR AND SMALLER ASTM A- 615 GRADE 40 2 FEET. # 4 BAR AND LARGER ASTM A- 616 GRADE 60 3: SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED 2- DEFORMATION 'OF REINFORCING SHALL-' SE" Nc WITH ASTM A•305 AND AND APPROVED BEFORE COVERING. BENDING IN ACCORDANCE WITH ACI.328-95. -" FOUNDATION NOTES 3, MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR: (EXCEPT AS NOTED OTHERWISE) 1: FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING NOT EXPOSED TO WEATHER OR EARTH -: PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: EXPOSED TO WEATHER EXPOSED TO EARTH 2 CONTINUOUS FOOTING 1,000 P.S.F. ISOLATED FOOTING 1.000 P,S.F. PILASTER, BEAM & COLUMN TIES _1xd FORMED FOOTING AND WALL EXPOSED TO€ARRT1s1•..•.,„.xn,�..�,;, UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3" 2- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR SLAB ON GRADE 2" APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE, 4: SPLICE IN CONCRETE: 3: ALL FOOTING SHALL BE CENTERED ON PLASTER AND/Oft WALL AND COLUMN UNLESS MINIMUM OF 36 BAR DIAMETER OR 12' WICHEVER IS GREATER. - OTHERWISE NOTED. 5: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82, 4,- FINISH FLOOR (F.F) EXCAVATION SMALL BE AS NOTED ON GRADING PLANS. S: ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACi 328.95 5: THE CONTRACTOR. SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ANY ADJACENT PROPERTY 7 •ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL -NATIONAL, STATE AND PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT, LOCAL SAFETY ORDINANCES. 8- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A41S fi- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS GRADE 60, ANDIOR SHEDULE$. 9: ALL REINFORCING BAR BENDS SHAD. BE MADE COLD. 7, ALL FOOTINGS AND PIERS SMALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N:O.) 24: ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY S: ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR, BE REMOVED AND RELOCATED. - 91 - REINFORCEMENT THAT IS PARTIALLY EMBEDED 1N CONCRETE SMALL NOT BE FIELD BENT 9, ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN EXTENDINGHORIZONTAL THE GHHNTTCONCRETE OAST APPROVAL OF THE ENGINEER OF RECORD. -IN PLACE H€ SLOPE) SHALL BE SLEEVED AT TO VERTICAL SLOPE) FOUNDATION POUR, 12 -ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS, WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE - 10: FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE CLASS 'C' SPLICE PER SCHEDULE, ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON POSSIBLE VARYING SUBSURFACE CONDITIONS, SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION. LUMBER 13: PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF - - - STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSL I.- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION 14.• CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1" NOR 1 23 (2001 C.B.C), BAR DEA NOR ix MAX AGRAGATE SIZ€, BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE 2, RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO, UNLESS OTHERWISE NOTED. BETWEEN LAYERS 1", I i GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.B.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND LOCAL ORDINANCES. 2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. 3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN THE DRAWINGS. 4. ALL NAILING TO COMPLY WITH TABLE 23-11-B-1 C,B.C. 5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. 6. LIGHT AND VENTILATION PER C.B.C. SECTION 1202. MINIMUM OF 15 C.F.M. OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTILATION. PLUMBING NOTES 7. ALL PLUMBING WALLS TO BE 2" x 6" 8, DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE. 9. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE SHOWER OR TUB[SHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY MOISTURE. 10. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY 11. NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SO IN OF FLOOR AREA, AND ENCOMPASS 30"DIAMETER CIRCLE. 11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL. 12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR CHANGES PER HOUR. 13. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP 1/3 OF THE TANK AND ONE STRAP AT BOTTOM 113 OF THE TANK). 14, ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6 GALLONS PER FLUSH, ?, ELECTRIC NOTES i 15. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-62 (a) "20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM" 16. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION. 17. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WITH NEC Art. 210-8: "ALL 125 volt :SINGLE PHASE, 15 AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS. STRUCTURAL NOTES f 18. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION. 19. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE. 20. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES. 21. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 25%140% RESPECTIVELY. BORED HOLES IN BEARING/NONBEARING WALLS SHALL NOT EXCEED 40%/60% RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED i HOLE NEARER THAN 6/8" TO THE EDGE OF THE STUD (2320.11,8 AND 232011.10) 22. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING C THESIZE OF THE HEADER AND TRIMMER (2320.11.6) 23. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES. Pr EPA ED B, I AYt%aeL� _M alleL �714 % 285 1121' Z017 W. ALCO AVE. SANTA ANA CALIFORNIA. 92703 MA-CIELALOMSN..COMI REVISIONS. rA: t, - E -, 205 i A LsEV4 {()s { uj In cr) cm OWNER: R. JULIO RIVERA DESCRIPTION OF JOB. 238 SQ FT 1 ST FLR ADD'N 14311 SQ FT 2ND IFLR AOD'N. ORA►WN CHECKEO OAT E SCALE JOB NO. SHEET Awl, OF SHEETS m Pr EPA ED Br:, I ,j t O 20 1-0// C" vz 5L- Malik— 0 t- �J lip r LAO: 7/ 14 I ., 5 LO // FLOOR PLAN LEGEND A K4ATNT EXIST'G WALLS To RE L-- -J EXISTIG WALLS TO REMOVE MEOW NEW WALLS FOR RM ADUN M-//-,Z2a 2x6 PLUMB'(j WALLS --r-11-1-11, I -77 V- J V� m �� I � 714 i 2s5 1 121 2017 W. ALCo Ave. . SANTA ANA CALIFORNIA 927Q3. M A C I ELALOMSN- COM REVISIONS1 DRAWN CHECKED DATE SCALE Joe NO. SHEET A=2 OF SHEETS ol I r vo: "�` SOUTH ELEVATION OELEVAr aOTES i. STUCCO TO MAYCH EXIST'G SFR 2. 2 X 4 FOAM TRIM AROUND WINDOWSrl 3. ROOF TILE LIGHTWEIHT 7.0 LBS PERISQ FT DRAWN CHECKED DATE SCALE JOB NO. SHEET Am3 OF SHEETS PRINTED ON CLEARPRINT 1000H- IREVISIONS By I w 0 ' ELEYATIQNS NOTES Li 1. STUCCO TO MAYCH EXIST'G SFR, FOAM TRB4 AROUND, WNDOWS 3. ROOF TILE LIGHTWEIRT 7.0 LBS PER/SQ FT -lo 0 y ff o I 3 Lu w% Z -.Now AI&Agftk OWNER: MR JULIO RIVERA 714/556-5351 DESCRIPTION OF JOB: 238 SOFT I ST FLR ADDN 1431 SO FT 2ND PLR ADD'N DRAWN CHECKED DATE SCALE Joe No. SHEET A=4' OF SHEETS - ------- ---- --- - ------ ------- 0 I ;m Fl-Ru"' ST FLOOR PLA I I LEGEND 110 V W/ BATTERY BACK-UP 1100 SMOKE OE'IECTOR 9 BATTERY OPERATED SMOKE DETECTOR SMOKE DETECTOR NOTE: @ PROVIDE SMOKE DETECTORS IN CACH BEDROOM AND CORRIDOR OR HALLWAY ACCESSING SUCH RECESSED CEILING LIGHT BEDROOMS PER SECTION 310.9.1.3 & 310,9.1.4 L70 RECESSED MINI LIGHT 2001 CBC. SEE NOTE "f" BELOW FOR S,D IN EXISTING BEDROOMS I CEILING MOUNTED LIGHT + WALL MOUNTED LIGHT 110V OUTLET FUEL GAS 220V OUTLET GFI GROUND FAULT INTERRUPTOR rW I CH 3 3-WAY SWITCH HOSE BIB HOSE BIBBS TO HAVE A NON -REMOVABLE BACK FLOW PREVENTER OR WITH A LISTED jI AIR DIFFUSER GRILLE ATMOSPHERIC VACUUM BREAKER, FL FLUORESCENT MECHANICAL FAN. MI 5 AIR CHANGES PER HR. --o FLUORESCENT LIGHT LOG LIGHTER PLUMB, FOR ICE MAKER TELEPHONE JACK AF; RECEPTACLE OUTLETS SUPPLIED BY BRANCH CIRCUITS PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER --r­ .......... -- FLOOR PLAN NOTES I.- REC'D MED CABINET. 2.- LAVATORY. 3.-WATER CLOSET 1.6 G.P.F. MAX. 4.- SHOWER STALL W/ TILE FINISH ON FLOOR & WALLS UP TO CEILING NET AREA TO BE NO LESS THAN 1024 SQ. IN. OF FLOOR AREA, AREA TO ECOMPASS A 30" DIA. CIRCLE. 5.- F. G. TM & SHOWER W/ SHUTTER PROOF mm -ENCLOSURE. 6.- WASHER SPACE, PROVIDE 110 V OUTLET & RECESSED HOT & COLD WATER & WASTE HOOK-UPS 7.- DRYER SPACE, PROVIDE 110 V OUTRLET,, FUEL GAS, & VENT TO OUTSIDE W/ 4" o METAL DUCT. 8.-MOP SINK. 9.- SHELF & POLE. oil mI ArPcie,L_ MOPLe.L 714 d 5 1 1 2! 1 2017 W. ALCO AVE. I SANTA ANA CALIFORNIA- 92703 MACIELALOMSN.COM REVISIONS A -0, ?,o G-N fit jl Oft Ind Z ANIL a OWNER: MR. JULIO RIVERA PH # 714/ 556. 5351 DESCRIPTION OF JOIS- 238 SQ FT I ST FLR ADD-H SQ FT 2ND FLR ADD'N. L DRAWPJ CHECKED OATS SCALE Joe ND. "SHEET OF HEFTS PRINTED ON CLEARPRINT 1000H. FOUNDATION PLAN SC ............... ...... PAD FTG./ UNDER 36" SQ x 12- TIX. PAD UNDERPIN W/ 3- # 4 BAR EA. WAY" @ BOTTOM 30" SQ x 12" THK. PAD UNDERPIN W/ 3- # 4 BAR EA. WAY 0 BOTTOM. 24" SQ x 18" DP. PAD FOOTING. W/ 2- #4 BAR EA. WAY () BOTTOM. 30" SQ x 18" DP. PAD FOOTING W/ 3- #4 BAR EA. WAY 0 BOTTOM. 024" SQ x 12" THK PAD UNDERPIN W/ 2- # 4 EA. WAY @ BOTTOM. Y" I I �/I N ATTIC VENT. LALCS 1669 S.F. /160= 11.12 x 144= 1602 sq in REQUIRED I.-24"o dornier vent 3.1416x144/2= 226 sq inch 6 pieces (226)= 1130 sq inch 2. -(3) 2"o holes EAVE VENT= 9 SQ IN At NORTH SIDE 30 pieces At SOUTH SIDE 30 pieces At EAST SIDE 29 pieces At WEST SIDE 30 pieces 119 pieces (9)= 1161 sq inch NOTE: 0 WHERE EAVE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF 1" OF AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATING. TO ACCOMMODATE THE THICKNESS OF INSULATION PLUS THE REQUIRED V CLEARANCE, MEMBER SIZES MAY HAVE TO BE INCREASED FOR RAFTER -CEILING JOISTS. 0 ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION -RESISTANT METAL MESH OPENINGS OF % - INCH IN DIMENSION. (2) 1 1/4" $0. UPRIGHT6 W/ 1 114" 5PACE, 6 1 1/2" Q.C. TOP 4 SOT. RAIL CONT. WALL TO WALL W/ CONCEAL'D ATTCH'T TO SOLID BLOCK'5 BY FRAMER. ATTACHEMENT $HALL WITI-15TAND 20 L55 / FT OF LATERAL FORCE vIDE 5AMPLE FOR w APPROVAL Qb - ALL WD. PAINT GRADE NOT TO 6CALE FOUNDATION NOTES 3 V2 " TH CONC. SLAB w/ 6" x 6". 10 # 10 # W. W. MESH 0/ 2" OF SAND W/ VAPOR BARRIER (TYP). 2.- EXISTING 12" x 12" CONC. FTNG. 3,- CONCRETE FOOTING. Wx1*10ID)W/(1)#4TOP & BOTTOM MIN. 4.- 24" L. # 4 REBAR DOWELL 6" INTO EXISTING FOOT'G TOP & BOT, W/ SIMP. "EPDXY" 5.- NEW CONCRETE LANDING. 6.- 18" L. # 4 REBAR DOWELL 6" INTO EXISTING FOOT'G @ 487 o/c. (TYP). 5/8 " 0 x 10" L. A.B, @ 6'- 0" ok MAX, 12' FROM ENDS, MIN 2 PER FIELD, TMIN IN13ED W/ 2" x,2" x 3/16" PLATE WASHER (TYP), NOTES a.- VERYFY HRDWR, LOCATION w/ FLR. PLAN. b.- HOLD-DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. c:- SURFACE WATER WILL DRAIN AWAY FROM BUILDING. d.- HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS, AND HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. PrEPAfED BY: 4 - .1-40 C�l e, cil 714 2017 W. ALCO AVE. SANTA ANA CALIFORNIA 92703 MACIELALOMSN-COM REVISIONS A Z� A pry<, C 43205 .3/31106 su mj us CM OWNER. - MR. JULIO RIVERA PH # 7141556- 5351 DESCRIPTION OF JOB: 238 80 FT 1ST FLR ADD-14 �1431 SQ FT 2ND FLR ADO'N. PRINTED ON CLEARPRINT 100OK .�,,.R��.,.�...,�.�...,�..,...�...,..�.�,_�,,.,�...�,�.,...�.��w.._,_.,,�...,�.,..,,�..wm�...�...�._,._...�..,,.m_._.,..�.�,�r..w��_.,__..q_.,.�....,�M_._,w,�,,.�.�....:.........�,_...__....._..___..,_.._....�,.._.._.....w..__....., . _ ..._r ..,•.., ._..,.. �..,___,.w_�..._.�._.�-.u,...��..�.._.__aM.�..�_.. �.,._,...�..�,._,�._._w__„_..._w,_�..�__,,..___.,.,_..u.w.,.�.,.,_,...,.,.�..�....._,,..._�...r..,.....�,...,._,..�._� ,w_._ �..a,�. Y.._�N�,,.�__..._,.m..�.,.._.�.�..s.-, _w...._.. r 1 I 1 A0 ' ` ROOF DECK MATERIAL s� 2 1 r� m1 f e� ROOF DECK SHALL $E DRY, SMOOTH, CLEAN AND SECURELY ! I' NAILED. COVER LARGE CRACKS WJ METAL. METAL FITTINGS € + SHALL BE IN PLACE BEFORE ROOFING APPLICATOR BEGINS I HIS WORK. EXCEL COAT - WALKING AND ROOF DECK SYSTEM ICBO# ER 4844' of 4 Ate,, 9J p �, N z L4// Qx i , 1 1I% 1L jy {' : _ Z � �vr�vv�, ; � I 2. � � � � � a y,,i�. �",'� M� � n ty�c... � � �e 22. 1~"'•`S` � .{6� b �G 1 , l, � f s� _�.. _. �_ _ -. ,r _ .... ..—.._--•-_ k i d r ' P > 1 1 1 h T Ma R it - I`` 1$ jLr II ( i X ,� P , 1 � , W&L.L_ ' tA _ __ • .:. t ------1aC'iV _71y' r j� xAl IF 2 1` A 36 POO FAILING SCHEDULE (PER TABLE 23-11-8-1) THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED NAILS SHALL BE BOX OR .. COMMON WIRE SPECIFICLY DETAILED CONNECTIONS SHALL BE NAILED WITH COMMON { yyr G WIRE NAILS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTIONS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH E JL z'. {Y f \ THE SURFACE OF THE SHEATHING. JOISTS OR RAFTERS TO SIDES OR STUDS 8 INCHES IN DEPTH OR LESS--------- --------------------3-16d FOR EACH ADDITIONAL 4"OEPTH ADD ------------------------ t-16d JOISTS OR RAFTERS AT ALL BEARING � � � Y` , A TOE NAIL EACH SIDE ----------- -3_8d � STUDS TO BEARING -TOE NAILS EA, SIDE------..----------------2-Sd s G BLOCKING BETWEEN JOISTS/RAFTERS TO THE JOISTS/RAFTERS TOE NAILS EA SIDE ------------------- 2-10d t w •. . FROM BLOCKING TO BEARING TOE NAILS EA SIDE-----------------2-10a%. BLOCKING BETWEEN STUDS AT EACH END -TOE NAILS ------------------------------- 2-10d END NAILS -------------------- -.-____-- --_--_-2-16d � 1 PROGRESSIVE BLOCKING RAFTER TO BLOCK & BLOCK TO CONT. NAILER ------J----__ ___-2_i6d ty�! _ MULTIPLE STUDS (STAGGER NAILS ON STUDS WIDER THAN 4") ----------------- Sd024"OC RIBBON TO STUDS d IRIBBON ------------------------------------------ 2-gd 2XRIBBON ---------------------------------------- 2-16d DOUBLE TOP PLATES LOWER PLATE TO STUD -------------------------------- 2-16a UPPER TO LOWER PLATE ----------------------------- 16d*16"OC AT SPLICES (48"MIN) ON EACH SIDE c OF BUTT IN TOP PLATE------------------------------g-16d UPPER TO LOWER PLATE AT INTERSECTIONS ------ -----------------------------8-16d CEILING STRIPS m.. _. w_ ,. M _ _ _ _ _ IX4 PER SEARING(STRONGHOLD TYPE) --------------- _-_.----- 3-gd 4 2X3 PER SEARING(STRONGHOLD TYPE) ----------------------- 1-16a PLYWOOD NAILING(SEE DETAILS &/OR SCHEDULES BUILT UP OF-AW 20d*32"OC AT TOP AND BOTTOM STAGGERED----_-------------------------------2-20a 0 END 1X6 LET -IN BRACES, EACH BEARING .------------------------2-8d (PRE -DRILL HOLES FOR NAILS) t `o .. .. ... ;, - , �'•..,,. F4 '•,., ,;�. 'i.,,.4'� ... ,., ..�� �4"�i L.rL1C�..+�'.°' 4a c ! `�^"" i t' - � ' J 4 �.rL+. ✓ l,/! +! "" LL 21 'OR FR"AM"u" PLAIN' t PLAN F L 0" ------ SC=1/4=1'-O7 0 . t 714 7 285 1121 2017 W. ALco AVE. SANTA ANA CALIFORNIA 92703 MACIELALC MSN. COM REVISIONS o u i lr �F t p man ffilmm ILA- 11 Lu� cn low OWNER. MR" PH # 7141556. 5351 BDlESGJk@� A @wit OF JOB- 238 SQ FT ISM" FLR ADDS°E4 DRAWN CHECKED DATE SCALE .Joe NO. sm2 7 5. h., i Al (-IV (0 It all X f —0( I A �,A ---------------- ix j up F _Aj 9A rA 4 X A Ito, �JD 23 5'0 -Z 09 "BRACING P!AN.. FIRST FLOOR SC 1/4 = 1'- 011 <1 A0 p') I SHEAR WALL KHEDU�E,1.997 U.B.c Its) SILL BOLTING 401, MARK WALL TYPE ALLOWABLE EXTERIOR INTERIOR SILL NAILING @ SHEAR WALLS WALLS UPPER 44 STORIES 'A 718" STUCCO OVER PAPER BACKED LAT MIS GA STAPLES @ 6" OIC QTOR & BOTTOM PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FEB, 1973) OR 180 PLF6/8 @ 56" O/C 518 @ 55" OIC 16d 8" OIC (IC80 No, 1318, FEB, 1973) OR (1080 No. 1254, FEB 1972) NOTE 4 AND 9 BELOW /9\31V PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 6'O/C @ EDGES & 12" O/C FIELD 260 PLF 5/8 @ 38'O/C 518 @ 38" O/C 16d 6'O/C (FABLE 23-11-1-1 U.B.0 ') NOTE 1,9,10 & 11 BELOW 318" PLYWD SRUCT If OR STD SHTG WITH ad NAILS @ 4!'01C @ EDGES & 12" O/C FIELD 350 PLF 518@26'O/C 518@26"O/C l6d@,V"O/C (TABLE 23-11-1-1 U.S.C,) NOTE 1, 6,9, 10 & 11 BELOW 3/8" PLYWD SRUCT It OR STD SHTG WITH Scl NAILS @ 4" O/C @ EDGES & 12" O/C FIELD 380 PLF 518 @ 26'OJC 5/8 @ 26" O/C 16d @ 4!' OIC (TABLE 23-11-1-1 UAC.) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 3/6 ' PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 3�' OIC @ EDGES & 12" OIC FIELD 1 @ 3 490 PLF 5f8 @ 20" O/C 518 @ 29'01C 6d (TABLE 23-11-1-1 U.B.C.) NOTE 1, 3, 5,6, 9. 10 & 11 BELOW 112" O/C 3/8!'PLYWD SRUCT 11 OR STD SHTG WITH Sd NAILS @ 7 OIC @ EDGES & IX O/C FIELD 610 PLF SfIR @ 16,010 5/8 @ lv" O/C 16d @ 2 (TABLE23-11-1-1 U.S.C.) NOTE 1, 3,5,6,9, IO&Il BELOW 1121, O/C I/Z'STRUCT (PLYWD WITH 10d NAILS @ 2" O/C @ EDGES & 12" 0/0 FIELD 870 PLF 314 @ 16" OIC 3/4 @ IT O/C N/A OVER 3X STUD ABLE 23-11-1-1 U.B.C. NOTE 1, 3,5,6,9, 10 & 11 BELOW NOTES: 1- ALL EDGES OF PLYWOOD SHEARWALLS MUST Ski BLOCKED WITH 2xSQLID BLOCKING FOR WALLS TYPES 9 & 10, AND 3 x SOLID BLOCKING FOR WALLS TYPES 11, 12, 13 & 14 22 2- WHERE SHEAR WALL SHEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. O.E. HALF THE O/C SPACING) USE 3 XPRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATIONIRRST FLOOR ONLY 4 - PAPER BACKED SELF FURRING EXPANDED METAL LATH ICSO APPROVAL 5.- GRAMING AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED 6.• WHERE PLYWOOD IS APPLIED ON BOTH PACES OF A WALL AND NAIL SPACING IS LESS THAN 6" 010 ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED 7, ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5/8" . 10'A.B.'s @ 48" OIC UNLESS OTHERWISE NOTED ON PLANS 8,- ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7/32'SHOT PINS @ 32- 0/0 & 48'O/C RESPECTIVELY-, I.E. OZARK # H-67 1080 REPORT 1280. MAY IW, 9.- USE 2 I2 x 2 IQ" x 3/16'PLATE WASHERS TO.- USE CDX CC'OR STD SHTG IN LIEU OF SRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES. 11 - AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICBO # 1372 MIN EMBED 7 1)2' 12.- USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.O.N. 13.- AT FLOOR LEVELS USE SOLID BLOCKING AT PERPENDICULAR SHEARWALLS AND DOUBLE FLOOR JOISTS AT EACH ENO OF THE SHEARWALL, 14.- ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TO THE WALLS BELOW. ALL HOUDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW PER HOLDOWN- SCHEDU LE TP THE LOWER LEVEL OR TO THE FOUNDATION. P EIPAFED BY- T> m 64 � L 714 f 285 1121 2017 W. ALco Ave. SANTA ANA CALIFORNIA 92703 MACIELALOMSN. COM REVISIONS A A <> VN �06 3131 OF 4L LU %# Lu Z ANA -ad wo 4q O%ks ca OWNER: MR. JULIO RIVERA PH # 7141556. 5351 DESCRIPTION OF JOB- 238 SQ FT I ST FLR ADD'N '1431 Sly FT 2ND FLR ADD'N. DRAWN CHECKED DATE SCALE jcB r-ID. .814EE'r sw3" OF RINTED ON CLEARPRINT 1000H, GENERAL NO ES CO-NCRUE B "OK MASQNRY NAILING .-SQHEQULE (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, COO, GRADE N UNITS. SEE THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED NAILS SHALL BE BOX OR 7 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.8,C., U.B.C. OR LOCAL WDE WIRE NAILS, DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING 2. MORTAR SHALL BE AS FOLLOWS: f*m = 1500 PSI MIN. CONNECTIONS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH 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 UME CONSTRUCTION. THE ARCHITECT -Be ENGINEER SHALL BE NOTIFIED OF ANY JOISTS OR RAFTERS TO SIDES OR STUDS 8 INCHES IN DEPTH OR LESS ----------------------------- 3_16d DISCREPANCIES. 3. GROUT SHALL BE AS FOLLOWS: Vc = 2500 PSI I PART PORTLAND CEMENT 3 PARTS SAND 2 PARTS PEA GRAVEL WATER SUFFICIENT FOR EACH ADDITIONAL 4"DEPTH ADD ------------------------ 1-16d 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 EA. 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 ------------------- 2-10d FROM BLOCKING TO BEARING TOE NAILS EA SIDE ---------------- 2-10d 5. ALL CELLS I BELOW FINISHED GRADE AND ALL CELLS WITH REINFORCING, BLOCKING BETWEEN STUDS LACIDEUNQ L ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT. AT EACH END -TOE NAILS ------------------------------- 2-10d EF ENO NAILS ----------------------------------------- 2-16d 49T_.5 6. CONCRETE SURFACES SHALL BE CLEANED OF ALL LAITANCE PRIOR TO SETTING OF PROGRESSIVE BLOCKING 1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING EXISTING WALLS, BLOCKS, RAFTER I TO BLOCK & BLOCK TO CONT. NAILER ----------------- 2-16d BEAMS, OR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW MULTIPLE STUDS 2- J5 MI SUPPORTS ARE IN PLACE AND SECURED. (STAGGER NAILS ON STUDS WIDER THAN 4") ----------------- 64024�OC FRAMING NOTES RIBBON TO STUDS 2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFO. . IX RIBBON -- -------------------------------------- 2-ad SPECIFICATIONS. SEE SHEAR WAL.L SCHEDULE FOR SIZE AND SPACING. FRAMING SHALL COMPLY WI H SEC TION 2320 OF THE U.B.C. LATEST EDITION. 2X RIBBON ---------------------------------------- 2- d DOUBLE TOP PLATES SINGLE LAYER DOUBLE LAYER 3. PROVIDE SIMPSON ST-6224 3ETWEEN NEW WALLS AND EXISTING WALLS AT THEFRAMING-GENERAL LOWER PLATE To STUD --------------------------------- 2-16d DOUBLE TOP PLATE. UPPER TO LOWER PLATE ----------------------------- 16d*16"OC NOTE: *L" = 40 X BAR DIAMETER IN CONCRETE, U.N.O. 1. USE SIMPSON U-HANGERS ON ALL JOIST/SEAM/SEAM CONNECTIONS UNLESS AT SPLICES (48"MIN) ON EACH SIDE = 50 X BAR DIAMETER IN MASONRY, U.N.O. 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN NOTED ON PLANS. OF BUTT IN TOP PLATE -------------------------------- 8-16d ON DRAWINGS AND PROTECT THEN FROM DAMAGE. UPPER TO LOWER'PLATE 2. ALL POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT TOP AND SIMPSON *SC" AT INTERSECTIONS ----------------------------------- 8-16d 5. 00 NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE EXISTING OR "SCO" CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. CEILING STRIPS CONDITIONS PRIOR TO START OF' CONSTRUCTION. 1X4 PER BEARING(STRONGHOLD TYPE) ----------------------- 3-8d REINFORCING 3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC. SHALL BE 2X3 PER SEAPJNG(STRONGHOLD TYPE)---- ------------------- 1-16d 6. THE CONTRACTOR SHALL VERFY ALL EXISTING CONDITIONS FOR FOOTINGS, BEAMS SIMPSON "STONG-TIE" UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. PLYWOOD NAJUNC(SEE DETAILS &/OR SCHEDULES AND JOISTS, SIZES LOCATIONS ETC. AND SHALL NOTIFY THE ARCHITECT & ENGINEER BUILT UP BEAMS 20d*32"OC AT TOP AND BOTTOM OF ANY DISCREPANCIES. ERAWNk-WALL STAGGERED ------------------------------------ 2-20d 0 END 7. 0011NEL NEW INTO EXISTING SLABS W/#4 REBAR 0 24" D.C. AND FOOTINGS 1. SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS (UNLESS IX6 LET -IN BRACES,EACH BEARING ------------------- ------- 2-8d OTHERWISE NOTED ON PLANS): (PRE -DRILL HOLES FOR NAILS) 30 W/DOWELS TO MATCH NEW REINF. SIZE/LOCATION. 2X4 0 16-OC (SEARING WALL) SUPPORTING A MAXIMUM OF ONE FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET EtIgINEERIL12 N 2X4 0 16-OC (NON -BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET 5-Ts C-T .13AL-alEa 2X6 0 16-OC (SEARING 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 40 DIA,' ENGINEER. 2X6 0 16-00 (NON -SEARING WALL) MAXIMUM HEIGHT IS 20 FEET STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS A4.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 SHALL BE BALLOON FRAMED. DOUBLE: CONSIDERED BY THE STRUCTURAL ENGINEER. TOP PLATES SHALL ALWAYS BE SUIPPPORTED BY A ROOF OR CEILING DIAPHRAM. 2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C. SPECS. '6- 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING SHORING, TEMPORARY 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M. A-307 UNLESS J\. IN. . v SUPPORTS ETC., IS THE SOLE RESPONSIBUTY OF THE CONTRACTOR, AND HAS NOT FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE: SHEAR 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF OTHERWISE NOTED. BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE TRANSFER THRU CEILING OR SOFFIT FRAMING, 161 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. NOTCHING MAXIMIUM., 25,X OF WIDTH ON BEARING WALLS BETWEEN THE CONTACT, SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO 407* OF WIDTH ON NON -SEARING WALLS A.S.T.M. A-325 OR A-490. 4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM Of 1000 PSF UNLESS A SOILS BORING MAXIMUM: 4OX OF WIDTH ON BEARING WALLS 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 8 COMPACTED TO A MINIMUM OF VOX RELATIVE COMPACTION PER U.S.C. NOTE' A MIN 5/8-CLEARANCE FROM EDGE OF STUD -TO HOLE SHALL BE PROVIDED. 6. STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A.S.T.M. A-501 OR A-500 • CONC. SOILS REPORT SY' GRADE B. 40 DIR MAS. 3- CLR. 5. DOUBLE 2X TOP PLATE SHALL BE. LAPPED 48" AT ALL SPLICES AND SHALL JOB NO. OVERLAP AT CORNERS. 7. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE HOLES FOR 1/21 1p 6. WALL BRACING SHALL BE PROVIDED PER UBC (2320.5.1) PROVIDE IX6 LET -IN WELDED STUDS AT 4 FEET O.C. FOR THE ATTACHMENT OF NAILERS. SEE STRUCTURAL SYMBOLS BRACING <4 APPROX. 45 DEGREES) EVERY 25' IN ALL STUD WALL NOT ARHITECTURAL DRAWINGS FOR FINISHES. STEPPED FOO I TING SHEATHED -BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE. 8. BEAM CONNECTIONS SHALL COMPLY WITH *FRAMED BEAM CONNECTIONS" A.I.S.C. INDICATES SHEAR WALL TYPE & LENGTH. SEE FOUNDATION & OR FRAMING PLAN AND FRAMING-B= PART 4, TABLE 1, USING 3/4" DIA. A307 BOLTS (M.S.). SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG., ETC. NOTE, FOR SILL BOLTING AT EXISTING FOOTINGS USE "RED HEAD WEDGE ANCHORS' ICBO#1372 THE 1. FLOOR SHEATHING (MIN) 3/4" STRUCTURAL I T & G PLYWOOD PANEL INDEX NO. 9. OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS OF "THE STEEL JOIST SAME SIZE & SPACING AS SILL BOLTING (MIN 7 1/2- EMBED). 32/16 OR MATCH EXISTING WITH EXTERIOR GLUE. USE 10d NAILS AT 6-00 AT ALL INSTITUTE". INDICATES POST EDGES, BOUNDARIES, SHEARWALLS & 10"OC FIELD. NO BLOCKING IS REQUIRED 5 UNLESS NOTED ON PLAN. ALL EDGES BLOCKED AT DECKS. _TRUCI, aMEL WELDIL4 STRAP PER PLAN W MIN. POST SIZE/TYPE AS FOLLONS U.N.O.' FULL LENGTH NAILS BEAM SIZE POST SIZE 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON -BEARING PARTITIONS. 1. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC PROCESS AND SHALL 4'-0" MIN. LAP 4 X 14 & SMALLER 2-2X41 W/16d NAILS 0 12" D.C. COMPLY WITH A.W.S. SPECIFICATIONS FOR WELDING AND FABRICATION, 6 X 12 & SMALLER 3-2X4 W/16d NAILS 0 12* O.C. 3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BEARING WALLS 4 X 16 & LARGER 04 WHICH ARE PERPENDICULAR TO JOISTS. 2. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO ARE APPROVED BY DOUBLE TOP PLATES 6 X 14 & LARGER 06 THE LOCAL AUTHORITY, 4. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED REQUIREMENTS. AND SUPPORTED BY HANGERS PER SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE CODE (UBC 2320.8.4). 3. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER UBC (1701.5.5) UNLESS OTHERWISE NOTED. POSTS ARE TO CONTINUE DOWN TO FOUNDATION. 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 EQUNDATION NQTES WALLS & 12" OC FIELD. NO BLOCKING 15 REQUIRED UNLESS NOTED ON PLAN. REPORT FROM THE. SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING APPROVAL. GENERAL 2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED 4'-0" MIN. LAP AND SUPPORTED BY HANGERS PER CODE. 6. USE E7018 ELECTRODE W/201 -# TOUGHNESS FACTOR. 1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.S.C. (90%) DOUBLE TOP P RELATIVE COMPACTION MINIMUM. FROIN2-COU (PER TABLE 23-IV-J-3) QRADI JQ NgTES 2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF 1. CEILING JOISTS SHALL BE 2X6 016"O.C. (MAX SPAN=15'-g') 1. A GRADING PERMIT SHALL. BE OBTAINED PRIOR TO ANY GRADING. ------------------ T T T CONCRETE AND SHALL VERIFY THE SOIL BEARING PRESSURE TO BE 1000 PSIF MIN 2. ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND TESTED AS TO RELATIVE OR PER THE SOILS REPORT. 2. CEILING JOISTS SHALL BE 2X8 016"Ot. (MAX SPAN=20'-9l COMPACTION PER U.S.C. 3. SLAB ON GRADE:- 4 INCH. CONCRETE SLAB WITH #3 0 24�'0/C E.W. 0 CENTER FRAMING=0ffV_BAEffA 3. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH CHAPTER 70 OF THE TYP. 8 - 16d OF SLAB OVER 2 INCH. OF SAND OVER 6 MIL. VISQUEEN OVER COMPACTED SOILS, LATEST ADOPTED EDITION OF THE U.B.C. 4, ALL UTILITY TRENCH SACKFILLS SHALL BE U.N.O. 1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS- IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS. (UBC 2320.12.4%1 4. NO TRENCHES OR EXCAVA1104S FIVE FEET IN DEPTH OR GREATER INTO WHICH A BORING -MAX. DIA. OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST PERSON SHALL BE REQUIRED To DESCEND SHALL BE MADE WITHOUT PROPER WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHING -MAX. DEPTH AT ENOS' QMlNAQE_BD_I0 PLATE SPLICE PERMIT. SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED IN THE 1. MINIMUM GRADIENTS ARE AS FOLLOWS: EARTHS IX PAVING=.5X 5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS: CENTER THIRD OF THE JOIST SPAN. NOTCHING IN OTHER LOCATIONS SHALL BE ON 5/80 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: 2X MIN TO SPACING NO GREATER THAN 4 IrEET D.C. NOR FURTHER THAN 12" FROM CORNERS 2. WHERE THREE OR MORE (MULTI JOISTS) ARE USED THE JOISTS SHALL BE BOLTED 21X 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 2eOC STAGGERED. BOLTS 2-2x PLATES, SEE PLANS FOR FOR FURTHER-. BOLTING REQUIRCAENTS SHALL BE RETIGHTENED PRIOR TO APPLYING FINISH MATERIALS. FRAMING ANCHOR TOP AND SIZE AND REFERENCE TO SPLICES BOTTOM OF DOUBLE STUD 6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES WITH 3-16d NAILS OR POST FOR HEADER SIZE, SEE PLAN SHALL NOT BE PLACED IN STRUCTURAL CONC. UNLESS SPECIFICALLY DETAILED. SEE OR USE SIMPSON ST 2115 0 48 INCHES O.C. 2x CRIPPLES AT 16^ O.C. MECHANICAL AND/OR ELECTRICAL. DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 4. CROSS BRIDGING OR 2X SLKG<SHALL BE PROVIDED 0 8'-0" O/C, MAX. FOR ALL 7. PIPES MAY PASS THRU STRU,-=RAL 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 S 0 1 r 11 8. PROVIDE 314' CAMBERS AT &L EXPOSED CORNERS SUPPORTS. 2X 16* O.STUCD!I 9. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS CUPS OR F�AML16d 0 12" O.C., GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR STAGGERED PLYWOOD 1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. SEE WHERE FIRE BLOCKING AT CEILING ._rr\_PROWDE SIMPSON A34 FOR 2X4 FINISHES AND SLAB DEPRESSIONS. SCHEDULENE AND NOT TO EXCEED 16d 0 12" O.C.00.----) OCCURS /-16d PER E.N. STUDS AND A35 FOR 2X6 STUDS, STAGGERED AT SHEAR WALLS 8,-0* 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 I POORRAJUNO SEE GENERAL 4 USE 2-2x JAMSS FOR 400 AND ETC. I STUD FOR INTERIOR WALLS 6x8 AND LARGER HEAVERS 3. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL 2 STUDS FOR EXTERIOR WALLS - END POST AT PLYWOOD SHEAR t UNLESS OTHERWISE NOTED 04 PLANS CONCRETE SHALL BE TYPE I WITH A BOLT DIAMETER. UNLESS NOTED OTHERWISE PANEL WHERE OCCURS W1 E.N. CONFORM To XS.TM. CX-150 PINE & COURSE AGGREGATE SHALL CONFORM TO NOTE A.&T.M. C33. WNW -AL MINIMUM COMPRESSIVE STRENOT14 OF 2500 PSI IN 28 DAYS. CEMENT SHALL -12* I.C. BLOCKING 0 TOP, POST *ERE STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUIT C4 1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS BOTTOM, & MID-HEI4T OCCURS- CONSTRUCTION REQUIREMENTS. MAX. SPACING AT 16' D.C. REINED LNG OTHERWISE NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 19X & GRADED IN 1. REINFORCING STEEL, #3 AND #4 GRADE 40, #5 AND LAROER,GRADE 60 PER ACCORDANCE WITH THE: WEST COAST. LUMSERMANS ASSOCIATION.) A,S.T.M. A615. EnMVE USE MEMBERSTYP. STUD WALL INTERSECTIONS TYP. WALL FRAMING, a 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF STUDS & PLATES ----------------------------------- NO.2 REINFORCING BARS. JOISTS & RAFTERS 2X4 TO 4X4 INCLUSIVE ------------------------------ NO.2 3. BARS NOTED AS "CONT' "TYPICAL WALL REINFORCING AND VERTICAL COLUMN 2X6 TO 3X16 INCLUSIVE ----------------------------- NO.2 2- 16d REINFORCING SHALL HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN SINGLE UM MUdSE FOR SIZE AND SPACING OF STAGGER PLYWOOD JOINTS l6d 0 12-, STAGGERED BEAMS JOIST Oft RAFTER, SEE PLAN -\ MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE.. 4X ------------------------------------------- NO.2 3/8" MIN. EDGE DISTANCE JOIST OR RAFTER 6X OR LARGER ------------------------------------ NO.1 BOUNDARY NAILING (S.N.) FOR NAILS -7 -UPPER PLATE 4* WIDER THAN 4. REINFORCING SHALL SE.SPLIOED ONLY AS SHOWN OR NOTED. OTHER SPLICES POSTS MULLIONS ALONG CONTINUOUS 4X4 SMALLER ----------------------------------- NO.2 LOWER PLATE 4X6 & LARGER ------------------------------------ NO.2 N4, 11 4 5 SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING' BARS SHALL BE STAGGERED ­/ 2X STUDS 0 16" D.C. SHALL BE APPROVED BY THE STRUCURAL ENGINEER. PANEL EDGES 4 FEET UNLESS OTHER WISE NOTED. 6X6 & LARGER ------------------------------------ NOA MISCELLANEOUS LUMBER SLOCKING.FURRING, IETC ------------------------------- NO-3 PARALLEL 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SIZE AND DECKING & SHEATHING TYPICAL INTERMEDIATE NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A 2X,3X,4X ----------------------------------- COMM'L DER, NAILING (I.N.) MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. FLOORS-10d 0 10* D.C. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM ROOFS- IOd 0 12" 0-Gr -16d 0 12", STAGGERED 7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN GRADE SHALL BE PRESSURE TREATED DOUG FIR. (---JOIST OR RAFTER -ZfZT- PLACE PRIOR TO PLACMENT OF CONCRETE OR GROUTING OF MASONRY. r 0 8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE: 3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F-V8(*) DF/OF EDGE NAILING (E.N.)�--- -UPPER PLATE 4" WIDER THAN I IV BELOW GRADE (UNFORMED) ------------------------- 3- CLEAR (Fb-240OPSI, FY-165 PSI, E-180,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR LOWER PLATE GLUE UNLESS OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR BELOW GRADE {FORMED}-_------- -------------------20 CLEAR APPROVED TE TI B SU MITTED AND 4. _2X STUDS 0 16" O.C. TOP PLATE SPLIut U.NAL ON FRAMING PLAN WALLS----_ - -_________.._____________________1 CLEAR COLUMNS ------------------------------------- 1.5"CLEAR EACH GLU-LAM BEAM FROM G APPROVED BY THE BUILDING DEPT. PRIOR TO ERECTION. [(-) USE V8 FOR CANT. BEAMS) 2 X 3 FLAT 8LKG- AT UNSUPPORTED EDGES. (REO'D. ON ONLY WHEN CALLED FOR 0 TON DIMENSION OF PLYWOOD TO RUN PERPINDICULAR TO To BEAMS AND V4 FOR SIMPLE SPANS JOISTS BEAMS AND GIRDERS ------------------------------ I.5"CLEAR PLANS) 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 2'-(j" X 4,-O' INSPECTED PRIOR TO COVERING 9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. I^IC%*r 'r^ KInKI nr.AnlKlf% lAlAl I 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 FTC. STEP) 3. PLACE CONC. FILL AROUND SLEEVES BEFORE POURING FTG. PROVIDE 2" CEMENT FOR ALL PIPES. TRENCH SHALL NOT UNDERMINE WALL FTG.i 5014 COMPACTED SACKFILL 0 TRENCH -2 NO TRENCH PARALLEL TO FOOTING BELOW THIS LINE l'-6" MI ;LEEVES SHALL rlr_ll4r_l*RATE FOOTING "Rsl BAR SIZES 3 1/2 '0' #3. #4, #5 5 'D# #6, #7, #8 7 V #9, #10, #1 I. 9 ool 1 #145 #185 .6 'R' W7 C3 L 40 'D' CONCRETE 50 'D' MASONRY 2X4 STUDS 0 160 D.C. U.N.1 2X BLKG. 2X TRIMMER- U.N.O. 4X END POST- HOLDOWNS U.N.O. W/ E.N. HOLDOWN OWN PER PLAN __/ mil 'R# 1 rL=mN- SHEAR PANEL LENGTH DOUBLE OP PLATE el t� 0 41 NOTES: /6d MAX. 1. BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION. 2. NOTCHES SHALL NOT OCCUR IN MIDDLE 1/3 OF SPAN. d WIDTH BEAM EXTEND INTO WALL WIDTH 0 U.N.O. 16d AT 12* EA. SDE/ EA. CRIPPLE 1w d WIDTH /F25 and NOTCH IN STUD 4m BORED HOLE NOTE: BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION MIN. EXTEND STUDS FULL HEIGHT OF WALL (4) 16d EA. SIDE 2X STUDS I W D.C. EPC OR PC (2) 2X 'CRIPPLES TYP. 0 BEAM OVER 8" OEM. USE 0 POST U.N.O. ON PLANS (CRIPPLE OR POST TO BE FULL WIDTH ON SM.) SILL PLATE BOLTING (OR NOTES, SOLE PLATE NAILING AT 1. WHERE BEAM INTERCEPTS Top PLATE UPPER FLOORS) SPLICE USE ST6236 2. Shig). 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 SHEAR 0 SHEAR 0 ALLOWABLE ONE SIDE BOTH SIDES SILL NAILING SHEAR OF WALL OF WALL 0 UPPER STORIES 7/8"STUCCO OVER PAPER BACKED LATH W/1 6 GA STAPLES AT 6"O.C. AT TOP & BOTTOM AtPLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No.1318, AUG. 2002) OR PLF 5/8"055"O.C. 5/r*27 llrOX 16d 0 8"O.C. (ICBO REPORT No.1254, MAR 1990) NOTE 4 AND 9 BELOW80 A3/8"PLYWD g STRUCT It OR STD SHTG WITH 8d NAILS 0 6"O.C. AT EDGES & 12" O.C. FIELD 260 PLF sprowo.c. s/rolglo.c. 16d 0 6"O.C. (TABLE 23-fl-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"02600,C. 5/8*013*0.C. 16d 0 4"O.C. (TABLE 23-11-1-1 UBC) NOTE 1, 6, 9, 10 & 11 BELOW A3/8"PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD 380 PLF 5/8ro26"o.c. 5/6"*13*oc. 16d 0 4"O.C. (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9. 10 & 11 BELOW 3"" .PLYWD STRUCT it OR STD SHTG WITH 8d NAILS 0 3" O.C. AT EDGES & 12" O.C. FIELD 490 PLF 5/8"020'0.C. 5/8*010*0.C. 16d 03 1/2*0.C. TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW A13/8" PLYWD STRUCT 11 OR STD SHTG WITH8d NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD 610 PLF 5/8VI6'O.C. 5/8*08*04. 16d ®2 1/2-O.C. - (TABLE 23-11-1-1 UBC) NOTE 1. 3, 5, 6, 9. 10 & I I BELOW I I A Zl 1/2" STRUCT I PLYWD WITH 10d NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD 0161104. 31eoa*ollc N/A 4 OVER 3X STUDS (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5,6,9. 10& 11 BELOW NQJES 1, ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5, FRAMING AT ADJOINING PANEL EDGES. SHALL BE 8. 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. 11, 12, 13, & 14. & 48"O.C. RESPECTIVELY: I.E. HILTI ICSO REPORT 6.. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A No.2388, NOV 1995 OR RAMSET/REDHEAD__IC80 2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING IS LESS THAN 6 "O.0 ON REPORT No.1639, DEC 1995 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 It PLYWOOD. ALL PLYWOOD SHALL BE 5/8" X 10" AB'S 0 48"O.C. UNLESS OTHERWISE DOUGLAS FIR, OTHER SPECIES MAY REQUIRE .. 4. PAPER BACKED SELF FURRING EXPANDED METAL CHANGES. LATH WITH ICSO APPROVAL NOTED.ON PLANS. 11, AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING. ICBO #1372 MIN. EMBED 7 1 PiREPARED B 11- ROOF SHT'G 0/ 2X ROOF RFTR, WD. POST W/ PER PLAN OX6 STARTER BOARD SIMP 'HTT22' -SHIPLAP- AT EXPOSED EAVES) -WITH SST8,24- 8,N. 3- 2,X CRIPPLE STUDS 16" O.C. 1 SHEAR PANEL 3 PER PLA*N 4- 2X BLK'G W/ A-35 0 7 16- O.C.. U.N.O. 2 2 51 2X CEILING JST, SILL PER PLAN 4 6- DBL TOP PLATE PER PLAN 7- 2X STUDS 0 16" O.C. 2 SILL -PLT SSTS OR WD. SM. PER PLAN ANCHOR i> 8- SHEAR WALL PER PLAN cc � 0 WHERE OCCURS iMM t EXISTINd-i FOOTINC-3 z z 9- E-N. 6 11 F--H 1=1 I 4 10- S.N. 2. (E) 2X P.TDF. SILL PLATE, z w/ 9-; FIRM CO.RN'R & vw) 2X SLKG W! 16d 0 8'* O.C. ADL .5/& 11 'z1__--V-, 77---. -7 EPDXY BOLTS is 16" O.C. � --- i:_�! TO LFEDGERTYP. EMBED I". ICB011 4S45 FIT EDGE >_ z 2 SIMP TS9 0 48" O.C. 8 W1 SPECIAL INSPECTION > 3 2X LEDGER W/ 2 -16d SEESHEAR WALL SCHED. FOR SHEAR TRANSFER 0 3. (E) 2X STUDS 16" O.C. , �9� EA. STUD I �-- \--. 4 2X BLK'G 0 48" O.C. SHEAR WALLS i> 4 17 C14 5 CONT. SHEARPANEL W1 BLK'G _j SHR.WALL ONLY NOTE -E.N. -0 PLY*n- 6 2X RR PER PLAN INDICATED EMBEDMENT INTO 7 ROOF SHPG PER PLAN CRETE TO BE MAINTAINED 9 2X STUDS 16O.C. OVERLAP CELL NG All' RAISED FLOOR FOUNDATIONS 0 " JST 12" MIN. 9 WALL FINISH PER PLAN AS IREOUIRED 6 8 10 2X BLK'G x. et w w 0 0 ir IL 0 11 E.N. SEE PLAN FOR SIZE cc AND REINFORCING 0 Cc SHEAR TRANSFER 17 SHEAR TRANSFER 13 A.B.AT EXISTING FTN'G 9 FTNG <�_D PATIO PHD HOLDOWN NTS D cn to 2 SIMP PHO co 16d 0 5 HOLDOWN 4" O.C. 4 SHEAR PANEL E.N, 2 PER PLAN- z 3 WOOD POST W/ SIMP. *CBS" 0 AF- + U.N.O. z SILL PLT,- - — — — — — STEM D T- CONCRETE r.. A EXISTING FOOTING, 10* SQ. MIN. CONCRETE PIER cc VERT..W/ i ­­­ 7 3- #3 TIES 0 2 O.C. 0 2. NEW UNDERPIN PER PLAN N Ill , - ­ f — - I I DRILL HOLE Z 5 6 r:j TOP AND 0 12* D.C. (TYP.) CENTER UNDER (E) FOOT'G (CLEAN OF DEBRIS)—, FILL W/ A307 4 Top 3�, REINF. PER PLAN 'ALL 'THREADROD 0 J8 48" O.C. & SIMPSON SET 4 2 al EXISTIG WALL EPDXY (I.C.B.O. 5279) a. I I WALL DASHED SPECIAL INSPECTION RM CORNR RCOUIRED 0 in z 1 Y4" FRM EDGE 9 BOT. PLT. & NAIL'G (WHERE OCCURS) 5- 4 1 FLR CZWT4^_ 9. MU'G i V) < < EmN. DASHED GANT. WALL z a. (WHERE OCCURS) 4 TYP. DBL. TOP PLATE 1- ST2115 6 48" O.C. IN I !I LIEU OF 2X4 TIES a. r— L 1_4 1 5, 2X RIM JOIST W/ 16d 0 8" O.C. 2- 8,N. SEE PLAN FOR SIZE . TO TOP & REINF, 5'-0* MIN. TO DAYLIGHT PLT. 3- 2X RIDGE BOARD 6 PLYT FLR, SHEATHING PER PL 4- PLYWD ROOF SHEATHING PER PLAN 5- ROOF RAFTERS PER PLAN 3 7 SOLID BALNK. 48" O.C. 6- 2X4 TIES 0 48" Q.C.NOTE: WHERE PATIO SLAB OCCURS EQ'L EOL SEE SHEAR WALL SCHED. 8 SHEAR WALL PER PLAN W149'09 AtffN IQi,- ELIMINATE CONCRETE STEM AND 7- 3- 16d TYP, POUR FOOTINGS FLUSH 'W/ TOP MODEL NO SSTS ANCHOR BOLT SIZE Le NO OF SITS *'"X3 WOOD SCREWS ALLOWABLE LOADS STUD SUPPORTS FOR 2- 2X AND GREATER VERTICAL I&WO mEmaEg PHD2-,SDS3. SSTS20 16%­ 10 3610 PHD5-SDS3 SST820 16%­ 14 4685 ,PHD6-SDS3 SST828 24 a., 18 58,60 PHD8-SDS3 SST828 24%" 24 6730 z 0 0 tr 0 z :3 0 d w z FOR SHE TRANSFER 0 : OF SLAB AND SIMP. PBS SEE PLAN 0 SHEAR WALLS 9 A-35 PER SHR. SCHEDULE 8- CJ / TIE PER PLAN W/5 16dcr TO RAFTER SHEAR TRANSFER Ca-) PAD FOOTING PHD HOLDOWN NTS 18 RIDGE 14 lu FOUNDATION UNDERRPIN 2 7: 4 AT EXISTING FTNG 0 EL,--QOR. 1Q VALL- z SAW -CUT EXIST'G SLAB 0 x2. POST PER PLANS _ W/ SIMP BCO U_ 16d 0 All (J5_ 6, X _-STLips <p, 3. EXIST'G SLAB 2 OR 3X STUDS 0 16" O•C. SHEAR WALLS ` z 4. NEW FTN'G PER PLAN OCCURS 60 5,04 REBAR DOWELL 0 24' O.C. 2 OR 3X P.T.D.F, SILL PLATE z 4" O.C.--\ 2 5 PER PLAN PER PLAN WHER 0 E.N , Erut,: 6" INTO EXISTING SLAB W/ PER PLAN 0 AIS, PER PLAN "EPDXY" SET ER-4945 L EN. 4=Sib(- 7 4 3 SEE SHEAR WALL SCHED, 4 Apo )9 tk_ v/ FOR SHEAR TRANSFER 0 SHEAR WALLS Uj ir w tt E.N. PLY'D FLOOR 1- (E) ROOF SHT'G 0/ 2X ROOF RFIR. 1> SHEATHING PER PLAN 2- E.N. z z 2 FL.SHT'G L& FRM'G. 3- 2X BLOCKING (ALT.) F w DASHED 0 WT. WALL 4- 2X CONT.'SHAPED'W/ 16d 0 0 (WHERE OCCURS) 6" O.C. TO BLOCK- OR- WITH Q REINFORCING PER PLAN 0 2- 16d NAILS TO EACH RAFTER 3 WALL DASHED (WHERE OCCURS) IN LIEU OF 2X BLOCKING. BA N--- CONC. FTG. PER 4 A-35 PER SHR. SCHEDULE 5- 2X RAFTER 'CALIFORNIN 4 w 5 SHEAR WALL PER PLAN FRAMED WHERE OCCURS 6- PLYW'D SHTG PER PLAN 121, MIN. a I-STR1, 6 FLOOR JOIST PER PLAN 15" MIN. 0 2-STRY. 7 2X BLK. NEW FTN'G PER PLAN z L ----SHEAR TRANSFER 'CALIFORNIA' FRAMED V.1 0 EXTERIOR FOOTING 1:5 11 CONC. PAD AT (E) SLAB 7 3 F'LQQR TO WALL ROOF D Ir 11 SAW -CUT EXIST*G SLAB .0 RO©F 5HT-r, 0/ 2X ROOF RFTR EXISTING SLAB PER PLAN (])<ro STARTER BOARD 2. WALL FINISH PER PLAN -SHIPLAP- AT EXPOSED EAVES) NOTE- 4" 12* 3� 11 4 CONT, 2 OR 3X STUDS 16" O.C­ 54EAR WALLS z PER PLAN WWERE BARRIER AT UNDER51DE IF ',A 4. 2X STUDS 0 16" O.C. OCCURS w '4. A �4 1 0 -ROOF SHT'G WITH RADIANT 2 PER PLAN E.N. REQUIRE[) BY TITLE 24- 2 OR 3X P.T.D,F. SILL PLATE 5. SILL BOLTING PER 8 PLANS AND SHEAR r yy + + I(o` O.C_ U.N�O, :A WALL SCHEDULE. 5 0 + + 2>< BL<G LU/ A-35 Q DRILL 9/16-MIN 0 #4 REBAR 6. 2X-P.T.D.F. SILL PLT, PER PLAN A.S. PER PLAN 10 6 HOLE FILL E DOWELS 0 1 z 6 W 7. EXIST*G SLAB 2 GROUT` & INERPTOXD'DWEL NO SPECIAL INSPECTION 24-C.C. to ALTERNATE, USE 1/2* IS REQ'D. FOR EPDXY IN 70 2X CEILING JST. REDHEADS & THRb'D ROD 8. -4 REBAR DOWELL 0 24" O.C. 5 THIS APPLICATION. PER PLAN 6­ INTO EXISTING SLAB W/ C7 0 AT SLABS "EPDXY" SET ER-4945 1 2X BLK'G W/ 16d 0 8" O.C. REBAR BOWELS OWELS IMF (Fl)- I&d RFTR. TIE D5L TOP PLATE PER PLAN TO LEDCEP,TYP. DRILL SLANT HOLES 0 2 SIMP TS9 0 48" O.C_ 1/16" OVER DIA OF EXISTG NEW SAME SIZE x SPACING AS Vol SHEAR WALL PER PLAN BAR FILL W/EPDXY " A Uj -16d GROUT 24'MIN FOOTINGS WHERE OCCURS 3 2X LEDGER W/ 3 Ilk z 0 EA.STUD 4 CONT. SHEARPANEL W/ BLK'G A 'A M 1- 2x STUDS o I&,, O.G.3 & E.N. 0 PLY'D SHR. WALL ONLY OR WD. BM. PER PLAN REINFORCtNG PER PLAN +* 0 5 2X RR PER PLAN z 4 0 6 ROOF SHT'G PER PLAN =A :4 �4, �-A 7 7 2X STUDS 0 16" O.C. SEE SHEAR LUALL 6CHED. 8 WALL FINISH PER PLAN CONC� FTC. PER PLAN FOR SHEAR TRANSFER 6 AT FOOTINGS 9 E.N. " _ SHEAR WALLS 0 l 10 &N. DOWELS 12" 0 ONE STORY )2MIN. ISTRYv 151, MIN. 2-STRY. 15" 0 TWO STORY SHEAR TRANSFER SHEAR TRANSFER INTERIOR FOOTING o,. 16 12 4 AT EAVa,___ FTN'G AT (E) SLAB Moll . ..... ----------------- -------- -- MODEL NO DRILLED totAk) : Le ALL-TtIRED DIX PHDZ-SDS3 PHD5-SDS3 Y4 10.0 PH06-SDS3 1.. 101, PHD8-SDS3 V 10'. A e- Pvl e, n a e, L PH 1714 8351 1585 FX 714 835 1428 2017 W. ALco AVE. SANTA ANA CALIFORNIA 92703 AADRAFTING0flSN.COM REVISIONS SITE: C, h OWNER: MR. JULIO RAVERA PH # 714/ 556- 5351 DESCRIPTION OF JOB: 238 SQ FT I ST FLR ADD*N 1431 SD FT 2ND FLR ADD'N. STRUCTURAL DETAILS DRAWN: AL CHECKED: DATE: JOB NO, SHEET NUMBER: D 1 Pf4FPARED BY: 2x END STUD �4_1/4"o x 1 1/4". HF WHERE OCCURS OR SDS SCREWS .2 ax V49 5rVP: WHERE Fe-9PLC SIMP. ST6236 "HARDY PANEL" OCCURS 5EAM SEE PLAN FOR FIERROfPLAN. MODEL NO. SCREW HARDY PANEL �7 DTO 2-x wjP 5roo m pw 7/8"0 EPDXY OCCURS W/4-1/4"O x BOLTS - EMBED 1 1%+'• HFS OR 'SDS INTO -WALL 0 FTG, W/SPEC. • SCREWS (TYP.) 2- 2X4 INSP. PER IC80 0 TOP PLT. #ER5279, R.R. D 'OF EX z TOP IST. CONC. 'y S 19 me. sime, srlz c.-J. LAB OR CURB POST/CRIPPLE POST PER PLAN a/ex Y C, J. (7Y) A -A) 2. SIMPSON ST PER PLAN HEADER W/ SIMP PC AN SIMP wuc W/ 12- 16d 0 EA. END OR TO CRIPPLE WHERE 2x P.T.D.F. 410 17-71 z MST W/ 17- 16d EA. END. OCCURS SILL I?- Ld M L6 4X4 P05T _0 w FOP- to/ jf,0- 3- DBL 2X BLK'G z 0 Lo ir let t 0 0 o7 STRAP Q-P BEAM 29 STRAP 21 TAIL HARDY PAINEL DE 8" > w 2 -SCREW PANEL NEL TO HDR. W/1/4"o X 4 1/2"! HFS OR SDS SCREWS 1. 4X POST WISIMP E01 E(2L CHEDULE FOR STRAP PER PLAN 2-2x T Z NO. REOD. i 0 2, 4X PLATE FL 0 P ooR 7-)( STVP S SWEAT14 L 3. (E) 2- 2X4 TOP PLT o I o/c, 4-16d-\\� a: 4, HEADER PER PLAN HEADER PER z 5 X POST W/ 13 4 4 PLAN cc SIMP ST6224 0 (E (L . ir 0 ;'70P PL, fflR PiA*J t ASS SIMP. ST6224 W/----\ 4)< BLKd 10_#10 x 3/4" 2X $TU0$ ?(114 C3 SCREWS TO FRAME Z zlx po%p 0 7- W 7-,('�Z a (0 69171 (OR WELDED BY 2X TOP PLATES MFR.) & 14-16d _2x F1 4X4 POST-'/ FILLER A 2XfWTR TO HEADER (TYP.) u -fK P, SIMP ST6236 5) T, 13 z w PC ewti'l 70 Z CAM "HARDY FRAME" SEE PLAN 'FOR MODEL NO. 14/ z L-I 34 STRAP 30 OFF5ET 5TRAP 26 HARDY PANEL DETAILz. 22 0 z 0 OkoViDt- 5714,Z3� < 18" MAX FOS 0 80"" 3 STRAP PER (2 ROWS) PLAN 0 4 8 z 3 rt-V55-ff- i3frm. z 6 It I I I w 2 DPP. PW 'BpA- 4 1. 2X 3X STUDS PER PLAN 5 7 2 S.W. SCHEDULE 2 2. E.N. 12 p- rp (6 1- ROOF SHT'G 0/ 2X ROOF RFTR, 3. B.N. _�--FLOOR SHTG. PER PLAN OX6 STARTER BOARD w c -SHIPLAP- AT EXPOSED EAVES) 4. S.k 2- 2X4 FLAT LOOKOUT @ 32" O.C. 5. PLY'D SHT*G PER PLAN NOTCH INTO FIRST RAFTER -1 - - - - - - - - - - - - - - --- - - - - - --- - - z 3- OX 6 2- 2X RAFTERS NAILED TOGETHER 10 12 4- (2)- 16d EA. 2X4 7 2- 2X TOP PLT. 5- A-35 0 2 OR SEE SHEAR WALL 8. SIMP. A35 16" O.C. yy SCHEDULE OR U.N.O. FLUSH BEAM 9. SIMP A35F 0 16" O.C. .......... ... ...... 6- 2X STUDS 16" O.C. OR BOLTED MULTIPLE F.J. PER PLAN w 10, CL'G JST.PER PLAN SEE SHEAR WALL SCHEID, 7- SHEAR WALL PER PLAN T FOR SHEAR TRANSFER WHERE OCCURS 11� WALL FINISH PER PLAN SHEAR WALLS 8- 2X BLK'G Ld 48" O�C. - - - - - - - - - - FIRST BAY ONLY 12. SOLID 8LK'G - --- ------------- T SHEAR TRANSFER AT n-7 SHEAR TRANSFER -35 31' GABLE END STRAP AT FLR.BEAM OR ,SST. 23 39 SIMPSON 0 SOS 4X6 ... .... /%0 VtPC- �'r r6 A.3 4 (NO. REO'D PER > w d Pit(SIMPSON CATALOG) HEADER PER z PLAN MST. STRAPS W/ 10d COMMON N--F- OR 16d SINKERS 1j) .. ....... ... . SIMP. ST6236 r • • z 0 + ------------- -- _T + + SIMF .1 6236 T i0P F _T SHIM AS REQUIRED . �Al U, MIRE W. 0 f 0 2 2. C, TOP PLT. 8 1 H,011 > z SIMPSON STD. DROP BEAM "STRONG WALL" f F 11 1 (MODEL PER PLAN) 1. 4X POST PER PLAN SIMP ECC4S -_PDS7�Wl 2. SIMP ST6236 `W1 12d 0 EA.ENO OR MST W/ f6. ": ..... ..... ktI f 4X ST 16d 0 EA, END. 17 r 3. DBL. 2X 8LK*G 110d I p IV C> u V 1—t A s h k0 V, 40 36 SIMPSON STRONG WALL 32 STRAP 23 POST STRAP 24 A PH 714 835I 1585 FX 714 835 1.428 2017 W.ALCO AVE. SANTA ANA CALIFORNIA 92703 AADRAFTINGOMSN.COM REVISIONS SITE: 'M 4 Lu Ewa wv OWNER: MR. JULIO RIVERA PH # 7141556. 5351 DESCRIPTION OF JOB- 238 SQ FT I ST FLR ADD-N 1431 SQ FT 2ND FLR ADD-N. DRAWN: AL CHECKED. DATE: JOB NO: wv SHEET NUMBER- PL1''I'110C)D PAR N RAr-Tr=R R PLAN m PLYWOOD PER 166 TN. PLAN PER SCHED. �10 N. a 2x4 N. 6 2xro N. a 2x4 N. 6 2xl� SCREW STUD FRAME x 2 1 (TYP.) kME" 7OR HEAD occo KING ST 2115 C FO HARDY 48" O.C. B.N. W/4—#ld 0 1 /2" SCREWSi 4 > z PH 1714 8351 1585 FX 714 835 1428 2X T.J. t 2017 W. ALco Ave. —RA. PER PLAN SANTA ANA C A L I F OR N I A 92703 "R WHERE Z AADRAFTINGOMSN.COM RS B EAM TO BEAM DETAILS w REVISIONS w qTI In _ _... DBL. 2x HDR. DBL, JOIST EA. SAME SIZE AS SIDE OF OPNG. THIS SYSTEM MAYBE USED TO ANCHOR' A RIDGE ���— JOIST �`~� HOT WATER NEATER THAT IS ADJACENT TO 1 A WALL. TANK NEED TO BE BOLTED TO THE `_�-___.�.._._.. 1 STUCCO of SLOG. FLOOR ,AND T14E 14EATER HOOKED UP WITH A PAPER 'o/ G.I. BREED i Pl, 1021FLEXIBLE GAS CONNECTION. w/ WEEP HOLES J 2 SLAB WHERE OCCURS JOIST CC7NT. Lix.E — 1 u/ - 1- r !3et Im��� �• 3 F.T. D.E. SILL cat ix. NAILER IF TANK WAS AN 4 CONC. SLAB 3 Lire,! C MORTALR5 FILL f, INSULATION BLANKET (. L CL 9T�I� LEAVE IN PLACE 5 GRADE � -IotfiFI ''fo",t ^fi t i / TILE :.._ All 2 TYPE U HGR. OOP I�N-G- w1 _ \ 4 SIMPw "HU" HGR. OR �• r --' �✓ �i�G - APPROVED EQUAL (TYP.) z _ APPROVED STEED. STRAP z � SNL*GLY' WRAPPED AROUND<c " .. ° TANK AND SNUG SPACER wCL -- PROVIDED BETWEEN THE > WATER NEATER AND WALL � � �� w NOTE: 1/4" X 4 1/2" LAG SCREW W/ a. WASHER TO 2X4 STUD OR BLK. - } PROVIDE PLYWD, EDGE NLG. TO ALL EDGES OF OPNG. p� - FRAM'G F R ..Z�M VIETUGT. r WATER HEATER BRACING, VEEP C :REE 3"-T-O' 1 s__---OP NING FRAMING DETAIIL 1 -�'-�' RIDGE 1E w . -- - —DBL TOP HANDRAIL AS 4'-0" MIN. LAP SELECTED BY m _ (2)16d I STUD OWNER w/ APRRY'D (8) 16d MIN, & 1 BLK'G W/ (3) - 2" DIA HOLES LAP TOP PLT. I „ " SUPPORTS TERMINAT1Nta W/ G.I. SCREEN BACK.'G WHERE OCCURS, }} 16d � 16" O.C. � 1l2 2 � 1N NEWEL OR@ STUD -�•i MAX KEEP (NSULA ION CLEAR 1" MIN. \ , SIMP. MST18 @ 32 MIN. SAFETY POST D O/C EA. SIDE W/D8L 2 4:12 MIN- PICTH- z 4X4 LT W 1". CONC OVER 1 LAYER 0 HDR. MIN. 16d @ O.C,FAC NAIL 2X TRI KING S @ ,IAMB (2) 10d EA. SIDE TO PLT i STRAP TYPE 1:5 FELT.. PROVIDE 1X6 LET -IN E.N.--- U BRAC'G (IF NO SHEAR 3. 1X3 0 2X6 RO.SO. FASCIA (SEE EXT. E.LEV) WALLS OCCUR) @ 60 E.N. EA. BLK. 2x SILL It W/ { _ u MAX. @ 45° MIN. W/ 16d C '$ 0/C '^ 4. STUCCO EXTER OR 0/ (3) 8d EA. END & EA. LYWOOD PER Z BLD'G PAPER STUD BRACE EA. PLAN CORNER @ 25' O.C. MAX. 30" MAX.a S 1X(i STARTER BOARD m.._..._._.... 0 PROVIDE 2X FIRE S'IIPLAP AT EXPOSED EAVES IL SEC EXT. EL' V. BLOCK WHERE WALLS e<s EXCEED ED 10' H. & AT ALL 6 G•I. EDGE DRIP s €> CL'G & SOFFIT LINES �� <. < 4 0 L STUDS B.N. % IN l LA" I JN PER MILE 2 : r 1� " / { 8 STUD WAI..I_. PER PI_Aii l @ 16" O.C. .. 2X P.T.D.F. SILL PLT. 9 f2" GYP. L3 D. !;..., 0 a BEAM PER PLAN �, �v/`j�" DIA. ANCHOR 2- 3/8 LAG SCREWSS BOLTS W/ 7" EMBED'T a 2411 C.C. \ c PER FOUNDATION PLAN. ir PROVIDE A. B. @ 6'-0" O.C. & 4'/2" i 2x F0 PRVIDE SOLID (3\ . (5 w MIN. / 12" MAX. FIRM. BACK(Ws 1_ ti...-..� JOIST PER PLAN 2 x BLK G� 0 TILL END 0 48" O/C I HANDRAIL TIO WITHSTAND MIN. 4� - 8 j 20 6 LOAD IN ANY DIRECTION u w n. w E>TERIOR BEARING _ _IA_LL ,. N.T.S.10 �NT.HANDRI 1 FRAMING1 EAI 2HANDRAI# PARALE T ___ r OUTER 1/3 MIDDLE 1/3 OUTER 1/3 _.. __... _ _._ ,_.___ z OF SPAN. �� OF SPAN 4f SPAN ONLY E.N. _ __ _.. _._. � __ __... _..... _ _. _ AT TOP OR BOT NO NOTCHES AT , TOP OR BOT E.N. 1. 2X1` STRINGERS (MIN ,3) d I. BLDG. F�AF ER 0/ 28 GAUGE N. E MII t3. i. ALLOWED U.N.O. ti D DBL. TOP R .1. V; VALLEY RLA"5HIN t ---� (o j PLYIND TREADS & RISERS (MIN 3/4") W1 CRIMPED =DIES 0 2. € OOFING, SSE OCF PLAN i q 2X4 THRUST PLATE ANCHORED (.0 2x STUDS 0 16"O/c Jl0 2x SILL R W 16d Wj REDHEAD SHOT FINS a F AI i' F'I L T U T. r / 24" O.C. W/2°' DIA. WASHERS e 6"O/C TO RIM .t \} SIMP_ TS18 a 32"O/c ANCHOR (SEE EXT. WALL NOTES ON FOUNDATION FLAN) w OUTER -1/3 MIDDLE 1/3 OUTER 1/3 NOTCHING EA, SIDE AS SHOWN r OF SPAN OF SPAN OF SPAN ONLY w AT TOP OR BOT NO NOTCHES AT TOP OR BO T E.N. PLYWOOD PER PLAN At �� ��1i ( ALLOWED U.N.O. ( E.N. MIN. t t ivfcrf t O Id fJ ir 14' NOSING 0 ca� r 2 cow 2X LARGEST BORE l BORING �� 0 0 E D .A 2x OR PSL RIM 2x FLU- 3 a MIN, --16d JOIST PER PLAN JOIST W/2 TO EA. f L f, - JST. SIMP. A35 0 EA. w /may FRACTION JOIST W/STRAPS OF JOIST 2x6 2x8 2X1O 2x12 2X14 D/6 7/e" 1'/s,. ql1 „ 1l$„ 2'/a 2001 CBC + - i z D/3 IIj41, 2�js,,. 3,,., 3 f4" 4% SECTION 2 - CT{d 32 .p V. - 1 BORED OR NOTCHED JOIST NTS 15 HANDRAIL PERP. TO JOIST 11 SECTION STAIR STRINGER, 0., 7 ALLEY FLASHIN z 3"' 1 "O" 0 E.N. E.N. o DBL TOP STUCCO ol BLDG. PAPER _ - BORED HOLES Max aar of STUD 3/4" PLYWOOD � z TREA�z 1 ' WIDTH @ BEARING WALLS, 60Y MAX. d Et7 NON -BEARING WALLS. © G 'ro I "�.. w 5 2x STUDS 0 16"O/C MIN ! �---- ". !1 I /g , 2x SILL R W/16d �..- ~ - - NOTCHES- MAX. DEPTH 25Y OF STUD � 8O C Cs.t. FL,A6NG o/ Lc � G WIDTH NON NON -BEARING, WALLS.WALLS, 40X MAX. /{� tc SIMP. TS18 32 OfC-1� EA. SIDE AS SHOWN I X BLCK. d 0 E.N.IUL STUD�EA. BLK { °Cx aal o �- ' E.N. PLYWOOD PER PLAN E'+LICa. PAPER � E.N. %T �' o 24" E (3) 16d E.N. TYP. M'R & (2) 16d E.N. TUDS TO 2X SILL TYP• T,N. @ STUD i-------------------------------------- I FRACTION OF STUD 2X4 2X6 2X8 NOTE: NOTCH & BORE ,✓ 2xc +STRIWGER � d NOT TO OCCUR ON SAME CMAX. w/APPROVED 25Y. D • 7/a" 11/8., , , 1 ta` srva WITHIN36.. OF MTL CLSR 407 fl F '1�js" 2,j$„ 3" EACH OTHER, � i 2x Fsaw 2x Fi,�;L STRIP OR' 601. D 2" 31j4" `(!j4" ,nns •nnn JOIST PER Pf AN SECTION AIL BORED OR NOTCHED STUDS, NTS' PARALEL TO JOIST STAIR +rr rM►ROOF TO WALL PPEPARED BY: Arotic'eLf, Mq, pI eL PH 714 8351 1585 FX 714 ! 835 1428 2017 W. ALCO AVE:. SANTA ANA CALIFORNIA 92703 AADRAFTINGOMSN. COM REVISIONS OWNER: AVER: R JULIO RIVERA PH# 714/556"5351,- JOB DESCRIPTION: AR+C;HITCT' L DETAILS AS SHOWN DRAWN: AL CHECK*>., DATE: JOB NO: 001.04 SHEET NUMBER: ~ AD,. 1 FRACTION OF STUD 2X4 2X6 2X8 NOTE: NOTCH & BORE ,✓ 2xc +STRIWGER � d NOT TO OCCUR ON SAME CMAX. w/APPROVED 25Y. D • 7/a" 11/8., , , 1 ta` srva WITHIN36.. OF MTL CLSR 407 fl F '1�js" 2,j$„ 3" EACH OTHER, � i 2x Fsaw 2x Fi,�;L STRIP OR' 601. D 2" 31j4" `(!j4" ,nns •nnn JOIST PER Pf AN SECTION AIL BORED OR NOTCHED STUDS, NTS' PARALEL TO JOIST STAIR +rr rM►ROOF TO WALL PPEPARED BY: Arotic'eLf, Mq, pI eL PH 714 8351 1585 FX 714 ! 835 1428 2017 W. ALCO AVE:. SANTA ANA CALIFORNIA 92703 AADRAFTINGOMSN. COM REVISIONS OWNER: AVER: R JULIO RIVERA PH# 714/556"5351,- JOB DESCRIPTION: AR+C;HITCT' L DETAILS AS SHOWN DRAWN: AL CHECK*>., DATE: JOB NO: 001.04 SHEET NUMBER: ~ AD,. 1 SECTION AIL BORED OR NOTCHED STUDS, NTS' PARALEL TO JOIST STAIR +rr rM►ROOF TO WALL PPEPARED BY: Arotic'eLf, Mq, pI eL PH 714 8351 1585 FX 714 ! 835 1428 2017 W. ALCO AVE:. SANTA ANA CALIFORNIA 92703 AADRAFTINGOMSN. COM REVISIONS OWNER: AVER: R JULIO RIVERA PH# 714/556"5351,- JOB DESCRIPTION: AR+C;HITCT' L DETAILS AS SHOWN DRAWN: AL CHECK*>., DATE: JOB NO: 001.04 SHEET NUMBER: ~ AD,. 1 PR EPAREO BY: , f" Inc j :u �t n f ui r t Ri tat .: #- ` Project Title w•" Project Address Buitdiag Perm'ti# Plan Check / Date Doculnlltatlacblt Author ` 1 elepllone G�'t7% Field Check Irate Compliari4t l tlxod (Package or Computer) Climate Zone Enforcement Agency Use Only BEN Average Ceiling Height: fit t „ Total InFitxil tt't Conde Buildin 2$ gle Fatna[y. Addition (check ` es� Multi -Family Existing Plus -Addition Front North /�� � East /West /Ail Orientations 12 (iript� ion in digress ftottt Tate North and circle Otte} Numbe��f:ties Nurubei t iling't3iiit$R Floor "ou Type: eaasset Flour (circle one or both) $� ed in climate zones 2 4 8-15 Required for this subrrult#ai es __ no Co M' it Type. Frame Type wd = wood stl=steel: Cavity Insulation R-Value Sheathing Insulation R-Value Total R- Valuer ably U Factor' Location/COMMents (attic, garage, typical, etc.) Wall Wall Roof X . • 3ra "" ""!° Roof 2&L Floor a 4_.. s,...,.....,t F ..«,...i ...,.tf td..,t m,wry ..s•erifiv ti-'VAtiIP. x i Shadirm Devices '.MMW Fen Area elQestratiolt Fenestration Exterior C)verhangst FJ-Factok SHM Slaadan AttS ' Fins Front y u r d %• ` Ipi. -O>TV :,s Front ... Left_ Left i rfi£A Rear Rear tz Right ,' w �• +m'° 3'�, , Right � � h� ti�-$a�yy� `s .� Skyli _ 4 77777 August 2001 MEASURES CHECKLIST: RESIDENTIAL (Page I oft) MFi 1R subj to tl Standards must contain drew weasw es regardless offt "Moinew mproaeh use& ( ) may be sW=e&d by more stringent compliance 'eqUitmients listed,= the Certificate of RAM list is jamperaWinto the permit documents, the features noted shall be considaW by all parties as € r ance spy for the maac y wh h� ttZey are sitowtr else a urahe d applitaltle iadites helit completed or wter N/A if not applicable. 2 / DES104M ENFORCEMENT D ` B W, Bull" K a $1� h"' � ` � trYtciirigmetilation. ',� •'�',� ' Value, $ lrt turitrtttR l3 Wall rt lailan"in wiwmarred walls of equivalea U-Fac tor in mew £mote Walls `r to exterior k § 4 bifuiitmum R- ,allot s%ma insulati4rtui&aoied fl-o s, $ $3#� ,t�ulationi-ua' absorptiaxi sateno greater than 0.3°k> water vapor transmission rateiio ms Irdzc�tc and form. " � ed or t@�t,� led meets t�__4�11tY tY� '��( ICM��eri0r 1"b�`;"�fd In6lsr�tbriiExf'manon Ccxdrols .. deliit air leakage. eivvs betarerssaanditioned and untxridtrid spaces fined his lim At L-A t ?4= . 2 inr products (except field-fabricated)hoe label with certified [b FactOI> Cemfied'Solar heat Gatti (;tfi�ttt {SHGC), andmdiltrttion catifteatxin. 3. and windows irreathcxstrippad: all;oints and Isaiearations caulked and scaled, § 150(g): vapor barriers mandatory in Climate 7,ores 14 and 16 wily. § l50(f): Special infiltration barrier installed to comply with § 151 meets Comrriiss-son quality standards- § 150(ey ration of Firhgibm. Decorative Eras Appli-- and Etas tags. 1, ;may a iut:fat tory4uilt fireplaces have: a: Closeabletnetal or.glass dtixm . b:401ft1deau intake with damper and control a rttitt damper and control .z: No continaieus burning gas pilot lights allowed. Space Conditioning, Water Nesting and Plambiug Systems M1 easures: 0110 HVAC equipment, water heaters, showerheods anus faucets certified by the Commission, § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA OR ACM § 1500 Setback tha mastat on all applicable heating and/or cooling systems, § 150& Pipe and tank insulation I_ Storage gas water beaters mated with an Energy Factor less than 0,58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 1 First 5 feet of pipes closest to water heater tank, ion-recireulating systems, insulated (R 4 of greater) 3, Back-up tanks lbrvoW system, unfired storage caries, or othar indirect hot water tanks have R-12 external insulation orR-16combined intematkXt iinsulation• i 4, All buried or exposed piping insulated in redtculating sections of hot water systems. 5 Cooling system piping below 55°F insulated. €, Flying insulated between creating source and milimet hot water tank Compliance. Forms August 2001 CERUCIRCATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF IR Project Title Date HVA.0 SYSTEMS Note: input hydronic or combined hydronic tiata tender Ouster Heating Systems, except Design Heating Load, Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace, heat Efficiency Location Piping Thermostat Configuration yump:etc.) (AME or HSM -_ (ducts, attic, eta) R-Value Type (split or PaLkSe Minimum _ _ Heat Ptunp Cooling Equipment Efficient Location Duct Thermostat Configuration "Type {air eanditiorrei; y � heat um ev .coot' SEER attic en . R-Vuitlt T lit or ack e SEAL ED► DUCTS and TXVs or Alternative Measures Cl Sealed Ducts (all climate Imes) (Installer testing and certification and HERS rater field verification required) Q TXVs, readily accessible (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) 0 Refrigt rant Charge/Air Flow (climate zones 2 and 9-15 only) (installer testing and certification and HERS Rater or field verification requited) OR §kAltemative to Sealed Ducts and TXVts (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC "Window U-Factor SEER Heating WATER HEATING SYSTEMS Energyi External Rated, Tank Factor or Tank Water Heater Distribution Number Input (kw Capacity Recovery Standby' insulation Tyoe, Type in System orBUvk) aeons Efficiene Loss °lo R-Value I. For small gas storage water heaters (rated inputs o£less than or equal to 75,0W Stunt,), electric resistance, and heat pomp water hostels, list Energy Factor, For large gas storage water heaters (ratetl input of gmter than 75,000 Btu/hrh list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list rated input and recovery efficiencies, SPECIA L FEATL►RES (add extra sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness and description). Compliance Forms August 2001 MANDATORY MEASU ikES CHECKLIST: RESIDENTIAL (Page 2 of 2) ' 4F-1R A4ote: l owrise residential buildings subject to the Standards must contain these measure3 regardless ofthe compliance approach used, items marked with an 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 noted shall be considered by all parties as minimum component performance spo ifications for the mandatory measures whether they are shown elsewhere in the documents or our this checklist only. .instructions: Check or initial appliQ-ible boxes when completed or enter N/A if not applicable, DESCRIPTION DESIGNER ENFORCEMENT _._ Space Conditioning, Water Heating and Plumbing System Measures; (continued) * § 150(m): Iktcts and Fans I . Ali ducts and plenums installed, sealed and imadated to mect the requirement of the 1998 CMC Sections 601, 603, 604, and Standard 6-3; ducts insulated tf a minimum installed level of RA.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the appl icabie requirements of UL t 8 1,1JL 181A, or UL 181 B. If mastic or tape is used to seat openings greater than 114 inch, the combination of mastic and either mesh or tape 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 seated with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawharids. 2. Building cavities, support platforms for air h snders, and plenums defined or constructed with materials other than sealed sib metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms vlay contain ducts. Ducts installed in cavities and suport platforms shall not be compressed to cause roductions in the dross -sectional area of the ducts. 3, Joints and seams of duct systems and their ca,rpnents shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used i , combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioner space have either automatic or readily accessible; manually operated dampers. 6. protection of insulation. insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation eatpased to weather shall be suitable for outdoor service :.x, protected by aluminum, sheet metal, painted canvas, or plastic cover, Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation ofthe material, § 114: Pool and Spa Heating.Systems and Equipment, 1. System is certified with 78 %thermal efticiemy, 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 solar heating, b- Cover for outdoor pools or outdoor spas. 3, pool system has directional inlets and a circulation pump time switch. § I15: Gas ford central furnaces, pool heaters, apa heaters or household cooking appliances have no continuously bttrri pilot lit- (Fatceptian: Non -electrical cooking appliances with pilot<l50 Bw4w) §118 (f): Cool Roof material meet specified ctitoria Lighting Arieasures: § 150. (k)l.: Luminaires for genetat lighting In kitchens shall have lamps with an efficacy of 401umendwatt lighting be by a switch on a readily or greater for general lighting in kitchens. This general shalt controlled accessible lighting control panel at an eutraacc> to the kitchen. § 150 (k)2.: Rooms with a shower or bathtub mrist have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the tool" or one ofthe alternatives to this requitement allowed in § 150(k)2,; and incatt(k4scent recessed ceiling fixtures are IC (Insulation cover) approved. Compliance Forms August 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-1R Protect Title Date COMELIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business and Professions Code) Documentation Author Name: Name: Title/Firm: Title/Finn: Address: 2A {1), 0. VLptV, Address: �' % ° Ate z Telephone: _ " �41 5540 ° "35 Tel hone: "— f 2 94.1 • Its( Enforcement Agency • x !a Telet t .�,! .ate ICompliance Forms August 2001 n a v i i } r"C e . F t. C, .e, i i714 ! 285 1121 2017 W. ALCO AvE. SANTA AN^ CALIFORNIA 92703 MACIELALOMSM.COM a W REVISIONS W v 0 at n. 0 rx 0 Q W ri x I� i0 U N z SITE: a 0I 0 A. �ry F O. , l- 0 tt: H Atb �, K �- � t= U i Z _ 0 ,., of an 0 m ri Z - itt O Iu i�- 0 h Z 0 U a UJ 0 :C to t- tut t- •L it w to a a C4v W cra Z i--'- ii! v 0 w W 0 I OWNER: MR * JULIO RIVERA PH# 7141553-5651 AC a 3 t3 0 , 0 tq to Joe DES MPTIOW. 0 Z 0. Ui �i. to d I (a �Z M T 0 ffi 0 �la itC` W