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Home My WebLink About10147851.pdfpi. -Z .t> ANALYSIS AREA ! � (' �� ! 0(_,� (E) SFR 1133 S.F. (E)€ ARAGE 216 S.F. (N) ADDITION 455 S.F TOTALAREA 1,804 S.F. LOT AREA 7,296 S.F.LOT COVERAGE 25% � � `r � r �•d� � „ x� G a g a sy tment -p� f Oran SHA w � Ile a +�. e K5 at, a , @ 13� ¢ M4 • 2Z 0 e)KA --i- kXj 2DU �!p (q� PEG PoS E. D w i 4 �, f , od , :. PREPARED BY: T�72.,AF--Tt NGj t ! `s. s ,ArLL m61c.l,eL 714 ! 285 I121 2017 VV. ALCO AVE- SANTA ANA CAL.IF0RNIA 92703 MAC IELAL@MSN, COM REVISIONS "V Be '4 , 1V ID AN 2 4 2005 City of Santa Aria law Lu STRUCTURAL NOTES CONCRETE I.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK 3: GRADE TYPE 150 *CU JOIST, PURLINS 2" TO 4" WIDE, 6 & DEEPER No,1 ( FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM BEAMS, PURLINS OVER 4" WIDE No,1 C-33 WITH PROVEN SHRINK AGE CHARACTERISiTCS OF LESS THAN 0.05 %. SUBPURLINS 2" TO 4" WIDE, 6 & DEEPER No.1 2: READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C- LEDGERS No. 2 94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301. STUDS 2" x 4" OR 3" x 4" STUDS STUDS 2" x 6" No.1 3: CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL POSTS 5" x AND LARGER No. 1 CONFORMING TO ASTM C-150. SILLS, PLATES AND BLOO CKING No. 2 • 4: MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR: 4: SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF Mom GROUND, SHRLL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO _ FOOTINGS 2,500 PSI THE FOUNDATION WITH 5/8" DIAMETER x 10" LONG BOLTS AT 48" 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 i3E MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS 6: ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16' 0/0 WITH SW GYP. BOARD AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY EACH SIDE, UNLESS OTHERWISE NOTED. PERFORMANCE CAN BE ASSURED. 7,- ALL STUD WALLS SHALL HAVE FULL HEIGHT 1" x 6" DIAGONAL LEFT -IN BRACES AT ENDS Omen 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 SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE SHALL COVER A MINIMUM OF SIX STUD SPACES. CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND INSPECTION. 8._ COMMON NAILS SHALL BE USED.9.- FIRE BLOC 2" x 1 %'THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND S.-VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS LEVELS AT EAKCH 1O' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS. OUTLINED IN PORTLANG CEMENT ASSOCIATION SPECIFICATIONS ST-26. 9: EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH % " 10: JOISTS SHALL BE E 2" x 1 ' AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS a OF 8' WHERE JOISTS ARE 2" x 12" OR DEEPER. J �� CHAMFERS UNLESS DETAILED OTHERWISE. Ph 9 ) i 11: MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE: 10: CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK. 2" x 4" @ 16" O/C UP TO 14'-0" 2" x 6" @ 16" O!C UP TO 20'-0" 1 i; NO WATER SHALL Br+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. 13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132" AND A MAXIMUM 1116" PLYWOOD LARGER THAN THE BOLT DIAMETER. 1: PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH REINFORCING STEEL �sntlOn O ��bs THE ORPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS. 1,- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS: 2.- E ATH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO, FT. WITH A MINIMUM DIMENSION OF # SOTIIR AND SMALLER ON DE, MASONRY AN BENT DOW ELLLSS, TIES: 455 e # 4 BAP. AND LARGER ASTM A- 615 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-305 AND dd'tt�®n AND APPROVED BEFORE: COVERING. BENDING IN ACCORDANCE WITH ACi318.95. Room `% n FOUNDATION NOTES 3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR: (EXCEPT AS NOTED OTHERWISE) Now Master drm 1; FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DCNL BEARING NOT EXPOSED TO WEATHER OR EARTH 1" [[[{ PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: EXPOSED TO WEATHER EXPOSED TO EARTH CONTINUOUS FOOTING 1,000 P.S.F. PILASTER, BEAM & COLUMN TIES 1 " and ath 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 SHALT_ 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/OR WALL AND COLUMN UNLESS MINIMUM OF 36 BAR DIAMETER OR 12' WICHEVER IS GREATER. OTHERWISE NOTED. ' 4: FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS. 5.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82. 5: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES 6: ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-95 _ INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY TALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED STRUCTURES, STREET:3 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-615 6- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS GRADE60. 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 TO BOND TO THE MORTAR. BE REMOVED AND RELOCATED. 1I. 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 INDICATED, 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 a 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 LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION 23 (2001 C.B,C). 14: CLEARANCE BETWEEN PARALLEL 13ARS IN A LAYER SHALL NOT BE LESS THAN 1" NOR 1 BAR DIAO x MAX AGRAGATE SIZE. - _., . _. - _,. , ,._ . M -" 2: RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTE BARS W SECOND LAYER SHAH BE DIRECTLY ABOVE BARS IN FIRST LAYER MIN D BETWEEN LAYERSI V. DISTANCE EEN „ r (---�.•• -, OFIAWN SMI1C.1 �� C9 CHECKED j Grp TWIN .G•�,%1 r+��V�' t sze- ( I i >a°i rf1;�Y!`,� ('' !7 fE' 9Fmt a; "iR rye4 s* DATE � �� r �7 i LS i 1 c hr 1 L e iJa: IE F=e^� ANS 3 _ 1 d SCALE ( •4 . d �R 4ive.s,. a. �+ IBA scion From the JOB NO. . , a y� +tee pp PLOT PLAN w. SHEET FLOOR PLAN �� SHALL O ��ss pp ,1 � L S V St+� `�%®n� 1�'�u ..,,,..m I n�" ®�®oa s i�• •.I , r�1�,� ��,,� t'� �� a tr36 SC 1/4 1 I A® I b,,I 7rIw1 VI 4 --� rat ,. �4":� _ �! �`� 'Ka5 �� c l STI K14 � L � �` �� G. D� L�28 VENEe_AL ■ O ES 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 2341-B-1 C.B.C. 5. ALL PLUMBING WALLS TO BE 2" x 6" 6. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE. 7. 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, 8. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY If. NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SO IN OF FLOOR AREA, AND ENCOMPASS 30"DIAMETER CIRCLE. 9. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL. 10. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR CHANGES PER HOUR. 11, RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210- 52 (a) "20 AMP, CIRCUIT DEDICATED TO EACH BATHROOM" 12. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION. 13. 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 SINK& 14. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP 113 OF THE TANK AND ONE STRAP AT BOTTOM 113 OF THE TANK). 15. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. 16. THE CONTRACTOR SHALL PROVIDE ANY SHORING ANWOR BRACING TO THE EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION. 17. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES. 18. NOTCHING OF EXTERIOR AND BEARINGINONBEARING WALLS SHALL NOT EXCEED 25%140% RESPECTIVELY. BORED HOLES IN BEARING/NONBEARING WALLS SHALL NOT EXCEED 40%160% RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE NEARER THAN 5/8" TO THE EDGE OF THE STUD (2320.11.9 AND 2320.11.10) 19. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING THE SIZE OF THE HEADER AND TRIMMER (2320.11.6) 20. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES. PRINTED ON CLEARPRINT 1000H A I ml� C.-WOOD SIDING TO MATCH (E) S.F.R. D.- FOUNDATION VENTS, PROVIDE 1 SQ. FT. FOR EACH 150 SQ.FT. OF UNDER FLOOR AREA, USE CORROSION — RESISTANT WIRE MESH WITH WIRE MESH OPENINGS OF Y4" IN DIMENSION. E.- UNDER FLOOR ACCESS AREA 18" x 24" MIN. W/ WIRE MESH COVER. � 9 q - T u PZ7 ca 121� ... .... . .. ......... . . ............ Lit . ....... Ul 1_12 L EAST ELEVATION SC= 14'= V-0" IML, ME 6) rLA A41 f e Icell ex�, 7i 11 11 L) K A, UP lar 12 oPr- ,_4 T . 404 A / F, - t -.,-4 t t-k�vt_. REVISIONS I syl NOTES A.- ASPHALTH SHINGLE CLASS 'B' OR BETTER OVER # 15 FELT UNDERLAYMENT, TO MATCH (E) S.F. R B.-2 x - - 'FASCIA T6 "A--rCA (E) OINAWN CHECKED DATE SCALE JOE NO. SHEET A=2, PRINTED ON CLEARPRINT 1000H. ......... . . ............ Lit . ....... Ul 1_12 L EAST ELEVATION SC= 14'= V-0" IML, ME 6) rLA A41 f e Icell ex�, 7i 11 11 L) K A, UP lar 12 oPr- ,_4 T . 404 A / F, - t -.,-4 t t-k�vt_. REVISIONS I syl NOTES A.- ASPHALTH SHINGLE CLASS 'B' OR BETTER OVER # 15 FELT UNDERLAYMENT, TO MATCH (E) S.F. R B.-2 x - - 'FASCIA T6 "A--rCA (E) OINAWN CHECKED DATE SCALE JOE NO. SHEET A=2, PRINTED ON CLEARPRINT 1000H. REVISIONS I BY ,y f tSp *-r S}A e Tb [ �' u U of - .-... y . - 0 IN sub; (ri f New FLOOR SHEATING %" T&G PLYWOOD W/ 8d @ 6" o/c EN/BN & 8d @ '10" o/c FIELD ROOF SHEATING V CDX, 24/o INDEX PLYWOOD W/ 8d COMMON NAILS @ 6" EN/BN . 8d @ 10" o/c FIELD, PROVIDE ROOF RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE ROOFING MATERIAL ASPHALT SHINGLE CLASS `B' OR BETTER TO MATCH EXISTING S.F.R. W/ # 15 FELT UNDERLAYMENT Ir A. pour �cG TJ Z itf. , Lei' I s q� �,. } f..•—..........w.........-.,.�,,._„�6+,..+... ."............. _..c...win-..:,......,,.«...,.«.«....,.s.....w.•...,«....�yT}. 'k."..� 7v }' 4 a X sad LOU u 4 SHEAR WALL SCHEDULE 1997 U.B.0 SILL BOLTING ALLOWABLE EXTERIOR INTERIOR SILL NAILING MARK WALL TYPE SHEAR WALLS WALLS UPPER STORIES 7/8" STUCCO OVER PAPER BACKED LAT W/16 GA STAPLES @ 6" O/C @TOP & BOTTOM PLATES A EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FEB,1973) OR (ICSO No. 1318, 180 PLF 5/8 @ 55" O/C 5/8 @ 55" O/C 16d @ 8" 0/C FEB, 1973) OR (ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW /9 3/8" PLYWD SRUCT If OR STD SHTG WITH 8d NAILS @ 6" O/C of EDGES & 12" O/C FIELD 260 PLF 5/8 @ 38" OIC 5/8 @ 38" O/C 16d @ 6" OIC (TABLE 23-11_1_1 U.B.C.) NOTE 1,9,10 & 11 BELOW 3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" OIC @ EDGES & 12" O/C FIELD 350 PLF 518 @ 26" O/C 5/8 @ 26" O/C 16d @ 4" O/C L� (TABLE 23 11.1.1 U.B.C.) NOTE 1, 6, 9,10 & 11 BELOW 3111 PLYW D SRUCT IfOR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" O/C FIELD 380 PLF 5/8 @ 26" O/C 5/8 @ 26" O/C t Sd @ 4" O/C (TABLE 23.11.1-1 U.B.C.) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 3" O/C @ EDGES & 12" O/C FIELD 490 PLF 5/8 @ 20" OIC 5/8 @ 20" OIC 16d @ (TABLE 23-11-1-1 U.B.C. NOTE 1, 3, 5, 6, 9,10 & 11 BELOW 31/2" O/C 3/8" PLYWD SRUCT if OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12" OIC FIELD 610 PLF 5/8 @ 16' O/C 5/8 @ 16" O/C 16d @ (TABLE 23-114-1 U.B.C.) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 21/2" O/C 112" STRUCT IPLYWD WITH 10d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD 870 PLF 3/4 @ 16" OIC 3/4 @ 16" O/C NIA OVER 3X STUDS TABLE 23-if-i-1 U.B.C. NOTE 1, 3, 5.6 9,10 & 11 BELOW NOTES: t: ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2x SOLID BLOCKING FOR WALLS TYPES 9 & 10, AND 3 x SOLID BLOCKING FOR WALLS TYPES 11, 12,13 & 14 2.- WHERE SHEAR WALL SHEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE O/C SPACING) 3: USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY 4.- PAPER BACKED SELF FURRING EXPANDED METAL LATH ICBO 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 FACES OF A WALL AND NAIL SPACING IS LESS THAN 6OIC 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" x 10" A.B.'s @ 48" O/C UNLESS OTHERWISE NOTED ON PLANS 8.- ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7/32" SHOT PINS @ 32- O/C & 46" O/C RESPECTIVELY: I.E. OZARK # H-67 ICBO REPORT 1280, MAY 1987 9: USE 2112 x 2112" x 3I16" PLATE WASHERS . 10: USE COX CC OR STO SHTG IN LIEU OF SRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES. I I. AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICBO # 1372 MIN EMBED 71/2" 11 r 4 q. ))7 f 1 3t S 0 4� AT e } J2 ' z SHEET ®7 ■ 'MINI hO ON GLEARPKINT 701MIN'