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HomeMy WebLinkAbout10149500.pdfR 11� V P N k kk CE) 5 F R1, ?_ 7- 1 0 // GENERAL NOTES I 'ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.S.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND LOCAL ORDINANCES. 2. VERIFY ALL DIMENSIONS, 00 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 li ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN t. THE DRAWINGS. — ALL NAILINGTOCOMPLY WITH TABLE 23-11-8-1 C.B.C. 5, TH� MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. PLUMBING NOTES 6_ ALL PLUMBING WALLS TO BE 2" x 6" 7. DOUBLE WALLS USED As PLUMBING WALLS ARE TO BE A MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED, STAGGERED STUDS ARE ACCEPTABLE. 8. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE SHOWER OR TUBISHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY MOISTURE. 9, GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY II. NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SQ IN OF FLOOR AREA, AND ENCOMPASS 30"DIAMETER CIRCLE. 10, ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL. 11. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR CHANGES PER HOUR. 12. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP V3 OF THE TANK AND ONE STRAP AT BOTTOM 113 OF THE TANK), 13. ALL NEW WATER CLOSETS WISH USE NOMORE THAN 1,6 GALLONS PER FLUSH. ELECTRIC NOTES 14, RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM" 15. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION. 16. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WITH NEC Art. 210-8: "ALL 125 volt SINGLE PHASE, 15 AND 20 AMPERES RECEPTACOUTDOORS ES INLLED IN BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS. AV-- W-0 t STRUCTURAL NOTES 17� THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION. • 18. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE t Q SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES. 4-F 19. NOTCHING OF EXTERIOR AND BEARING/NONBEARING -77�� WALL$ SHALL NOT EXCEED 260/o/40% RESPECTIVELY. BORED HOLES IN BEARINGINONSEARING WALLS SHALL NOT EXCEED 40%160% RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE NEARER THAN 6/8" TO THE EDGE OF THE STUD (2320.11.9 AND 2320,11.10) 20. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS tp♦APE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING THE SIZE OF THE,.HEADERAND TRIMMER (2320.11,6) 21, USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES. CA , 31 'T MN 16A, I Z>,/-\ 2. cc) C Ail", bb Fm j ,c 4 V, 7 0I C A T, TPHONE (714)667-2700 ON kC 4— 11 0, No a�",4,vnwla '41c) watchi enxisiu r TT7,77. 4— 11 ANALYSIS EA GIRADING TITLE 24 SUMMARY (E) SFR W/GARAGE ATTACHE6 1,890 S.F. 1%9 6*A,,0pII (6) kjt, (N) ADDITION 3 _)V. I I P A-73 ENERGY (TITLE 24) REQUIREMENTS 6 -7 (N) PORCH EXT WALLS: R-13 INSULATION alt 3C=114=1'-0w'- LOT AREA �M, MD ?w TOTALAREA Thi j s�l FL"OR PLAN of ATTIC: R -30 -FACTOR=.75 max FENESTRATION FENESTRATION: U LOT COVERAGE • SRGC= 40 max iauon 0 an 't r, P ­J prrwi�flu!-�s c�, A/C EFFICIENCY Awx.�,;, a t '61 D-3 RADIANT BARRIER EMISSIVITY LESS OR EQUAL TO 0.05 INSTALLED TO COVER ROOF RAFTERS AND GABLE ENDS WALLS AT AT lf,��svm d 1;vj c LEGEND 110(D 110 v W1 B,4TTr-IRT' SACK-UF SMOKE DETECTOR BATTERYOPERATE[) 9 V (D SMOKE DETECTOR @ RECESSED CEILING LIGHT RECESSED MINI LIGHT CEILING MOUNTED LIGHT WALL MOUNTED LIGHT z():: IIOV OUTLET FUEL G45 220V OUTLET GFI GROUND FAULT INTERRUF>TOR SWITCH 3-WAY SWITCH 1­� HOSE BIB* Z AIR DIFFUSER GRILLE FL FLUORESCENT MECHANICAL FAN, r-11 5 AIR CHANGES PER HR. FLUORESCENT LIGHT LOG LIGHTER PLUMB FOR ICE MAKER TELEPHONE JACK AFI RECEPTACLE OUTLETS SUF=f=LIED BY BRANCH CIRCUITS PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER SMOKE DETECTOR NOTE PROVIDE SMOKE DETECTORS IN EACH BEDROOM AND CORRIDOR OR HALLWAY ACCESSING SUCH BEDROOMS PER SECTION 310.9313 4 310,1WA 2001 CBC, 5.D IN EXISTING BEDROOMS MAY BE BATTERY POWERED ONLY HOSE Ble55 TO HAVE A NON-REMOvABLE BACK -FLOW PREVENTER OR WITH A LISTED ATMOSPHERIC VACUUM BREAKER, WALL LEGEND. NEW WALLSS EXIS'TING WALLS 'TO REMAIN :1, L_XISTING WALLS TO REMOVE Z�= Z,<r. PLUT-'ibIG Vq/ALL AY C'eW Mlc,�'IleL t t 714 / 285 11211 12017 W. ALCo Ave.j SANtA,:,ANA CALIFORNIA. 92703 MACIIELALOMSN.COIM' REVISIONS1 PRINTED ON CIE1000H. 0 IN M DOINTSM Au j%1 cAnnoluv 4^^^" FL- 0 .. ... ..... NEW 115 .......... ELEVATION NOTES I.- ASPHALT SHINGLES TO MATCH EXIST'G. 2, STUCCO TO MATCH EXIST'G. 3, 2 x FASCIA TO MATCH EXIST'G. 4, 2 x 4 FOAM TRIM AROUND WINDOW. 5.- 14" x 18" ATTIC VENT. 14" x 24" ATTIC VENT. 14114e IK DRAWN CHECKED DATE SCALE JOB NO. SHEET m AZ OF SHEETS 6, zzj 0,el AE'V18l0N8 B 1 r1l -3- -3-"\ / I . UCTURAL NOTES 99RC—RFTE 1; ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK 3: - GRADE' - JOIST, PURUNS S 2" TO 4" WIDE, 6 &DEEPER No.1 TYP£ ( 1S0 -CU-AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM SEAMS, PURLINS OVER 4" WIDE No.1 C33 WITH PROVEN SHRINK AGE CFIARACT£RISITCS OF LESS THAN 0.05 %. SUBPURLiNS 2" TO 4"WIDE, 6 &DEEPER Noll 2: READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C- LEDGERS No. 2 STUDS 2" x 4" OR 3" x 4" STUDS 94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301, STUDS 2" x 6" No,1 3: CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR SLOW ALKALL LARGER No.1 POSTS 5"xKING No. 2 SILLS, PLATES AND BLOCKIN CONFORMING TO ASTM C-150. 4.-MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR: 4: SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 46" OF GROUND: SHALL BE PRESSURE 7RESTED DOUGLAS FIR (PT'OF) SILLS SHALL BE BOLTED TO FOOTINGS 2,500:PSI THE FOUNDATION WITH 5/8" DIAMETER x 10" LONG SOLTS AT 49, ON CENTER 12" MINIMUM SLAB OR GRADE 2,500 PSI FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED, SIDEWALKS 2,000 PSI 5, STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL 5; MAXIMUM SLUMP SHALL NOT EXCEED 4. WITH 5/8" ANCHOR BOLTS AT 24" 0/C. 6,• CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 GAYS 6: ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16" O/C WITH WW GYP. BOARD, EACH SIDE, UNLESS OTHERWISE NOTED. ' AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 7- ALL STUD WALLS SHALL HAVE FULL HEIGHT 1" x 6" DIAGONAL LEFT -IN BRACES AT ENDS 7- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE AT INTERVALS NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES, SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER 8.- COMMON NAILS SHALL BE USED, CLEANOUT AND INSPECTION. 8.- VIBRATION OF CONCRETE SHALL BE ,IN ACCORDANCE WITH THE GENERAL PROVISIONS 9; FIRE BLOCKING 2" x 1 %" THICK, SHALL BE PLACED IN STUD'WALLS AT CEILING AND FLOOR LEVELS AT EACH IV HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS. OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26. 9, EXPOSED CORNERS. OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH % " 10.- JOISTS SHALL BE SNLOCKED AT SUPPORTS AND BRIDGED. OR BLOCKED AT INTERVALS OF 8' WHERE JOISTS ARE 2 x 12 OR DEEPER. CHAMFERS UNLESS DETAILED OTHERWISE. 10- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX 70 THE 11- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE: 2" x 4" 16 O/C UP TO -` ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK. - 2" x 6"@ 16" OIC UP TO 202V'-V' 11 - NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95' F. 2" x 8" @ 16" O/C UP TO 26'-0" 12: WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2 12: PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS. PLYWOOD 13- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A MAXIMUM 1/16" LARGER THAN THE SOLT DIAMETER, I. PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH REINFORCING STEEL THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE , ON THE PLANS. 1- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED SEARS AS FOLLOWS: 2: EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO, FT. WITH A MINIMUM DIMENSION OF FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES: # 3 BAR AND SMALLER ASTM A- 615 GRADE 40 2 FEET. # 4 BAR AND LARGER ASTM A- SIS GRADE 60 3.- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED 2: DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-3% AND AND APPROVED BEFORE COVERING. BENDING IN ACCORDANCE WITH ACI3184%. FOUNDATIQN NOTES 3. MINIMUM ONCRETE COVER OVER REINFORCING RESAR FOR: (EXCEPT AS NOTED OTHERWISE) I.. FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING NOT EXPOSED TO WEATHER OR EARTH 1" PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: EXPOSED TO WEATHER 1 %" EXPOSED TO EARTH 2" CONTINUOUS FOOTING 1,000 P.SY, PILASTER, BEAM & COLUMN TIES 1 %" ISOLATED FOOTING 1_,000 P.S,F. FORMED FOOTING AND WALL EXPOSED TO EARTH 2" 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. PUCE IN IN CONCRETE: 3: ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR 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 SHALL BE AS NOTED ON GRADING PLANS. - 6- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318.95 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 A-645 6.- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS GRADE ft AND/OR SHEDULES, 9- ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 7: ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O.) 10- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY. 8: ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY 7O BOND TO THE MORTAR. BE REMOVED AND RELOCATED. 11., REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL 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 (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO 1 APPROVAL OF THE ENGINEER OF RECORD: VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE 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 iNIOICATED, 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 WCRSI. 1- ALL LUMSER "SHALL BE GRADE MARKED'DOUGLAS FIR LARCH CONFORMING TO DIVISION 23 (20010,B4O). 14: CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1' NOR 1 BAR DIA NOR 1x MAX AGRAGATE SIZE. 2; RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR"NO. UNLESS OTHERWISE NOTED, BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE BETWEEN LAYERS V. FOUNDATION NOTES I .- 3 ''/2" TH CONC. SLAB w/ 6" x 6". 10# 10# W.W. MESH O / 2" OF SAND w/ VAPOR BARRIER (TYP). � 2� EXISTING 42" x 12" CONG, FTN'G. 3.- CONCRETE FOOTING, (12" W x 12" D) w/ (1) #4 TOP & BOTTOM MIN. 4.- 24" L. #4 REBAR DOWELL 6" INTO EXISTING " FOOT'G TOP & BOT w/ SIMP. "EPDXY". 5.- NEW CONCRETE LANDING. 9 a 6.- 18" L. #4 REBAR DOWELL 6" INTO EXISTING FOOT'G @ 48" o/c. (TYP). NOTES a.- VERIFY HRDWR. LOCATION w/ FLR. PLAN. b.- HOLDOWN ANCHOR MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. _ c.- SURFACE WATER WILL DRAN AWAY FROM BUILD'G, K) d.- HOLD-DOWN CONNECTOR BOLTS INTO WOOD � t FRAMING REQUIRE APPROVED PLATE WASHERS, AND w t HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALI, FRAMING. e.- 5/8" DIA A. B. MAY BE REPLACED BY 5/8" DIA THREADED RODS w/ 5 1/4" EMBED. WITH DIA-GEL 1000 EPDXY SYSTEM I.C.B.O. ER. 4846. (OR EQUIVALENT), AT THE SAME SPACING. PER 2320.11.4 CBC. i OWNER: MRS AI 714/641-9830 DESCRIPTION OF JOB: SO FT (N) BDRMS, MTR BORM Wl BATHRM , (N) FAMRM, S 60 SQ FT (N) POR , S 150 SQFT (N) ENTRY W/ F ' 4 0�°� ORAWlu _ CHECKED ©ATE SCALE .roe NO. SHEET OF SHEETS REVISIONS I BY —67 ,ROOF FRAM'G PLAN SC=1/4=11-0" PRINTED ON CLEARPRINT 1000H, 'FRAMING NOTES PROVIDE ROOF RADIANT BARRIER PER TITLE 24 AT ROOF SHEATHING 1, ROOF SHEATHING CDX PLYWOOD (32/16) OR 06B, UNBLOCKED DIAPHRAGM. W1 NAILING- 06 Q 6" O.C. SUPPORTED ENDS 4 BOUNDARY 06 10 12" O.C. FIELD, USE (a) Irod Q TOP PLT. CHORD SPLICE W/ &Tig?224 (USE IX9) SOLID SHEATHING OR A-C GRADE PLYWOOD AT EAVES 4 OVERHANG) 2. PROVIDE 4X POST AT EACH END OF 4XIO OR LARGER MEMBERS, DOUBLE STUDS FOR 4X8 SINGLE STUD FOR 4X6 OR SMALLER MEMBERS 3. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE PROGRESSIVE NAILING, 4, ALL NAILS ARE COMMON NAILS, 5. ALL STUDS m I(o" O.C. MAXIMUM. Co. ALL LAG BOLTS (LB) TO BE a" LONG INSTALLED WITH PILOT HOLE AND WRENCH, 1. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT ALL EDGES OF ALL PLYW'D SHEETS IN SHEAR WALL, 6. ALL PLYWOOD PANELS SHALL BE MANUFACTURED USING EXTERIOR GLUE. b. 2 LAYERS OF 150 FELT SHALL BE USED AT ALL STUCCO APPLIED OVER PLYWOOD. 11 12 10. SEE DETAILS SD1 SDI ALLOWED BORING AND NOTCHING OF STUDS AND JOISTS 13 ii. SEE DET SDI FOR TYF. EXTERIOR WALL FRAMING 12. MIN. 2Xro STUDS 6 fro" O.C. AT PLUMBING WALLS, 13, ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS DOUBLE J016T'ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS loommuli FQ 11111111111111B SHEAR PANEL 1/2 " C-D, C-C FLYW'D BLKD. W1 10d 6 6" O.C. EN. 4 12" O.C. FN. 2X F.T.DF. SILL CONNECTION W1 51/& " DIA. A.B.s 321, O.G. USE 5/0 " DIA. THREADED RODS CIA -GEL 1000 EPDXY OR POUAL CICBO 4646) AT EX15TG FOUNDATION. TOP ANCHORAGE WITH A-35,w J&,, O.C. ROOF SHEATING CDX, 24/o INDEX PLYWOOD W/ 8d COMMON NAILS @ 6" ENIBN. 8d @ 10" o/c FIELD. PROVIDE ROOF RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE ROOFING MATERIAL ASPHALT SHI-NGLE CLASS 'B'OR BETTER TOMATCH, EXATING S.F.R. W/ # 16 FELT UNDERLAYMENT SC=1/4=1 6 tse (0 OWNERs MRS MARIA HIGAREDA 7141641-983) 0 DESCRIPTION OF JOlk SO FT (N) BORMS, MTR 8DRM W/ (N) FAMN, & 60 SO FT (N) P & 150 SQFT (N) ENTRY Wt DRAWN CHECKED DATE SCALE JOB No. SHEET OF SHEETS wA ! 1 0 r� r ct r.€ X CQNT< 'X a '45 # 3 I _ W/ld e 16' Q.C. .w: _. .. �.� RF. SHT'G 2 s -� - -' . * USE SIMPSON SET EPDXY , z%a % CX �/�R. '1 YP'P° 1. SIMPSON 'HD HOEDOWN #I; .,Rr71 • ... _........ _,.. , PER PLAN TO 4 X -PST W/ E . N. 3 z 2. EXISTING CONC. FOOTING E.N. "° '� . . ,_ •¢ _1 '__' z 3, DRILL -HOLE ''/Ir` LARGER cn EXTEND Rf'> _s ��� t�+. t3;SD"gam.,. �.. 5'Y'r2 z I. 4. THREADED ROB Wf EPDXY ET' SHT`G, TO WALL: � ICBO #4945 THAN BOLT DIA. _ 4 -- �'} 2' � sF � 2 ' e ! __ _ _ . _ _ EocE ols r, NOTES,BLK G..� .. z _— n I �3..,.. p A. SPECIAL INSPECTION REQUIREq§� _... B. DRILL HOLES PER MA17UF. SPECS. • �.� ,� � � ---y-- 'W_y.~. U C, A307 THREATED ROOS W/ SIMPSON 0 SET EPDXY ICBO •5279 a. 4t.ipICATEti EMBEDMENT INTO i C{?PiCfE7E TO BE MAINTAINED O AT RAISED FLOOR FOUNDATIONS it _ . O 1 LD N T EXISTING FTN ''3 a. V r 1 4'-0" MIN. LAP f w (2)16d 1 STUD *, m (g} 16d �+ MIN. & EXISTING 5LAB NEVI S LAB LAP TOP PLT.... 16d fG 16" O.C.IP MAX .'!-'✓ 2#d` 4.. 12» STUD Y q� 1 4X4 ' .s.A' :: .„' •' ' I O HDR. - � N B //H .G.r ,'r'•• MIN_ PROVIDE 1x6 LET -IN i �/ - - " • e. v �UP c- jo ���, L It4T*0BRAC'G (IF NO . WALLS OCCUR) La j a,�, • 0 i - °i't$$if«�r..p,• 11 16d @ 24" MAX. @. 45 MIN. W/NI " "�`• M��4w ,gyp �f (3) 8d EA. END & EA. '° DRILL 9/16'FAIN 0 4 REBAR z r Q.C.FACE (3) 16d E.N. '' HOLE' FILL W/EPDXY DOWELS tc A NAIL STUD BRACE EA. t INSERT24 O.C. �""®t �taPJ"G TYP, CORNER @ 25' O.C. MAX. _ A7RNA3Et1EIWEL * SOREQ,DOFt EPDXY iPJ w ZX TRiM'R & REDH)L`Af1S & 7HRD D ROD THSS' APPLiGATTON, t2) 16d E.N. PROVIDE 2Y. FIRE ( a ° •, @ING JAMB STUDS TO 2X SILL BLOCK WHERE WALLS i I A! .3Lt-tBS t TYP. EXCEED 1O H. & AT ALL 0 • CL G & SOFFIT LINES � W �(�� a I,+r pt DRILL 'SLANT' HOLES REB��R DOWELS t- • , • gp F 2X STUDS I t � /ts � Aw: %l: „ 1 16 OVER DIA OF EXIST G• NEW Sp CINGI7AS& h • I e @ 16" O.C. '� �'�.,. �; BA FILL W/EPDXY 6" 24 M}N FOOTINGS i GROUT z • (2) 10d T.N. to 2X P.T.D.F, SILL PET. `~PIP &row•1/4 11L .,�. •,• � � EA. SIDE STUD W/5f8„ DIA. ANCHOR � e . TO PLT. BOLTS W/ 7" EMBED 1 PER FOUNDATION PLAN. �, : ' : °: " a` 0 ` t� &Pro mtv } PROVIDE A. B. A.` ®° ea }---....,� t @ 6`-0" O.C, & 41/uj II • e MIN. / 12` MAX. FIRM` .... • `• "¢... , _ jrr /'' • It• . i' SILL END' .°r.�^u%. ' A i .' ° d 0 .. .. .. �' ...+♦'V I e t Y .,- !DOWELS { r, HOLD- OWN ANCHOR DI& EMBED DEPTH EDGE DIST• ILOAD CAP HD2A 5�$„ 12" 1- Ya" 2275 HD5A 5�8„ 12" 1 Y,4 1 HBAA 7/8 15 1 /4 7460 ( PROVIDE B.N. FULL HGT. I t AT DING STUD AT EACH D ,� t 1 3 4 CL OF OPENNING I 2X Xit1ETtj j SIDE I 0 ## POST PER PLAN (0 JOIN) - SIMP ST6236 U.N.O. 1 SiHED _...,. AT HDR AND SILL TO 4X _B "_. 1 WDW. BLK'G. OVER SHEATHING 7).. pE{DA) -TYP. 4 PLACES- NAIL NOTCHING 6 ¢ OPENING 1 t OUTER 3/3 MIDDLE 1/3 OUTER 1/3 j STRAP WI 16d SINKER o - ___' I k OR 10d COMMON NAILS 5 N of SPAN 5PAN' ONLY I s 8 4X4 WDW. AT TOP OR BO7 CUHES AT TOP OR BO's' SO s; i SILL f ¢ ALNO LOWED .N O, 4X4 BLOCKING W1 j { (I i ) � EDGE NAILINGUPSON ( 1 32X PER PUW PER �� s>rHEOt� SHEAR MATERIAL. 0,0 � ,� SE PLAN (APPLY 1- ST2115 @ 48" O.C. IN 3•° k 1 ABOVE AND BELOW --- LIEU OF 2X4 TIES w F=- 0 z z lit I-• r a >a w w Iz 0 w fr uo z OPENNINGI, 2- B.N. # LOADS BASED ON NiN 4X PO57 SIZE OR •� 2X LARGEST v 3- 2X RIDGE BOARD NOTE CMMM SEW FAR U � MAX ANCHOR LOAD.' �. ~ t30RE DIA,}RING 4- PLYW'D ROOF SHEATHING PER PLAN FOR 7/8"0 r MIN FOR tX9tCANCFII)RS MIT 5- ROOF RAFTERS PER PLAN _ 6- 2X4 TIES @ 48" O.C. w NOTE: FOR USED FOUNDATION USE SSIB FOR TWO POUR SYSU rn 7 - 3 - 16d TYP . AND MEND BOLT BEYOND SILL PLATE ABOVE F'i= SHEATHING w `s OFAJOIST 2X6 2X8 2X10 2X12 2.X14 8- CJ / TIE PER PLAN W/ 4- 16d TO RAFTER ] jj f i. D / 6 7/ 11i Tli 17/s 2 E { Ll I V _�.._ 8" 8" " i%8" SECTION 2 8 3 z 2001 CBC i• D/3 11/a" 23/8,,. 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