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HomeMy WebLinkAboutB16-1947 055-250-034t�5 Le u 3 GENERAL NOTES: HOLDOWNS: I. ALL GON5TRUGTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE I. ALL HOLDOWNS ARE 51MPSON STRONG -TIE OR EQUIVALENT. CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. 2. LOCATION OF HOLDOWN5 ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING Lu�� II IIII DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, TYPE OF CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING HOLDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION. CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY 3• ALL HOLDOWNS ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. 3. REGULATIONS. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR SIMILAR LUMBER AND CARPENTRY: 4. CONSTRUCTION SHOWN ON PLAN. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. I. ALL STRUGTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD 5. ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED IS SIMPSON PRODUCTS OR � GRADING RULES NO. 16 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM 0 APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR 4 0 MOISTURE CONTENT OF Iii%. 6. POST PER PLAN. MAX LOADING. 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR G -D GRADE WITH EXTERIOR 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL CHECK W Q GLUE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. ALL DIMENSIONS. ANY D15CREPANGIE5 SHALL BE GALLED TO THE ATTENTION OF 3. STRUCTURAL PLYWOOD MAY BE 5UB5TITUTED WITH AN EQUIVALENT APA RATED RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK PLAN ORIENTED STRAND BOARD (OSB). j AFFECTED. 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED 7. NO STRUCTURAL MEMBERS SHALL BE GUT, NOTCHED, OR OTHERWISE PENETRATED PLAN. DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RESISTANT MATERIAL. UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON 5. STRUCTURAL MEMBERS SHALL NOT BE GUT OR NOTCHED UNLESS SPECIFICALLY NOTED THESE DRAWINGS. STANDOFF POST OR DETAILED OR 15 IN ACCORDANCE WITH THE GBG. 8. PROVIDE OPENINGS, CURBS, FRAMING AND/OR SUPPORTS FOR ITEMS INDICATED ON 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, ANY OF THESE DRAWINGS. EXCEPT WHEN LEDOERED. a. DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL 7• GROSS -BRIDGING SHALL BE PROVIDED AT 5' O.G. FOR DIMENSIONED FLOOR JOIST ENGINEER FOR ANY NEEDED CLARIFICATIONS. 13 <OLLL OVER 10" IN DEPTH. GROSS-BRIDOINO SHALL BE PROVIDED AT 10'0.0. FOR 10. STAIRS: RISE 4" MINIMUM TO 7.0" MAXIMUM; RUN 11" MINIMUM; HEADROOM 6'-8" MINIMUM; DIMENSIONED ROOF RAFTERS OVER 10" IN DEPTH. USE SOLID BLOCKING OR AN WIDTH 36" MINIMUM PER GBG. APPROVED METAL TYPE BRIDGING. 11. UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, 8. ALL NAILING TO BE PER GBG TABLE 2304.q.1, UNLESS OTHERWISE NOTED. I LANDINGS AND RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 30" ABOVE a• PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG. MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGER ALL PLYWOOD 12. FOUR STEPS OR MORE REOUIRE5 A CONTINUOUS HANDRAIL 34" TO 38" ABOVE TREAD PANELS A MINIMUM OF 4'. NOSING PER GBG. 10. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT 13. PROVIDE ATTIC ACCESS FOR ALL ATTIC AREAS WITH 30" OR MORE IN HEIGHT, MIN. FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. AS REQUIRED AND ACCESS SIZE 15 22"X30" OR 30"X30" WITH WALK, PLATFORM, AND LIGHT IF FAU IS IN REQUESTED BY THE GENERAL CONTRACTOR. ATTIC. II. EXTERIOR WOOD P05TS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE 14. PROVIDE INSPECTION IN ACCORDANCE WITH GBG SECTION 108. INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB 14.1. NO SPECIAL INSPECTION REQUIRED FOR THIS PROJECT. ON METAL POST BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREADED WOOD.) POSTS OR COLUMNS RESTING DESIGN CRITERIA: ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8" ABOVE GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO I. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA: CONCRETE SHALL BE SECURED WITH A 51MP50N PBS ANCHOR OR EQUIVALENT, UNLESS I.I. SEISMIC: NOTED OTHERWISE. -SEISMIC, IMPORTANCE FACTOR: 1 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 36" IN -MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.638, SI = 0.266 WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 3' TO 6' IN -SEISMIC SITE GLASS: D WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6'. -SEISMIC RESPONSE COEFFICIENTS: SD5 = 0.54ci, SDI = 0.331, Gs = 0.084 13. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED -SEISMIC, DESIGN CATEGORY: D WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRUSS OR RAFTER. -BASIC SEISMIC FORGE RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS 14. PROVIDE 50LID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. -RESPONSE MODIFICATION FACTOR: R = 6.5 15. BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A507 MACHINE BOLTS UNLESS -ANALYSIS PROCEDURE: EQUIVALENT STATIC, FORGE PROCEDURE OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST 1.2. WIND: EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE -WIND SPEED: 110 MPH NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16" SMALLER -WIND EXPOSURE: G THAN THE BOLT DIAMETER. 1.3. LIVE LOADS 16. HOLES FOR LAO SCREW SHANK SHALL BE THE SAME DIAMETER AND LENGTH AS THE -ROOF CONSTRUCTION/ SNOW LOAD: 20 P5F SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 70% OF THE SHANK -RESIDENTIAL FLOOR LOAD: 40 P5F DIAMETER. 17. PROVIDE MALLEABLE IRON WASHERS OR OUT PLATE WASHERS UNDER NUTS AND BOLT SITE WORK AND FOUNDATION: OR LAG SCREW HEADS THAT BEAR ON WOOD. I8. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 75% OF THE I. FOUNDATION SOIL SHALL BE NATIVE UNDISTURBED 501L OR ENGINEERED FILL AS PER NAIL SHANK DIAMETER. THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE Iq. INSTALL FIRE BLOCKS TO OUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS SPECIAL INSPECTED AND A PAD CERTIFICATION FROM THE TESTING AGENCY SHALL BE BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIRE BLOCKS SHALL BE OF 2" PROVIDED. NOMINAL THICKNESS. LOCATION OF FIRE BLOCKS ARE AS REQUIRED BY THE GBG. 2. IF NO GEOTECHNICAL REPORT WAS PROVIDED, DE51ON 15 BASED ON LOCAL 20. ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL BEARING TO JURISDICTION ALLOWABLE LOADS AND RECOMMENDATIONS. FOUNDATION UNLESS OTHERWISE NOTED. 3. GRADING SHALL BE PROVIDED TO ACCOMPL15H A 5% SLOPE AWAY FROM HOUSE FOR 21. ALL WALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID A MINIMUM OF 10'. BLOCKING, UNLESS NOTED OTHERWISE. 4. NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH 22. PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE AS REQUIRED. BOTTOM OUTSIDE CORNER OF ANY FOOTING. 23. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS AND AT SHEAR WALLS. 5. PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED CONCRETE AT POWER 24. REFER TO MANUFACTURES 5PEGIFICATION5 FOR DRILLING AND GUTTING HOLES IN WEBS METER LOCATION. OF MANUFACTURED I-JO15TS. 25. EXCEPT WHERE PLANS SHOW SPECIFIC FRAMING ALL FRAMING SHALL COMPLY WITH THE CONCRETE: GBG CHAPTER 23, CONVENTIONAL CONSTRUCTION PROVISIONS, A5 A MINIMUM. 26. FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED 1. THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI PER GBG. FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.7 2. ALL GEMENT USED SHALL CONFORM TO A5TM 0-150 STANDARDS. 27. GLUE -LAMINATED BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD 3. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2 BELOW TOP INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH OF STEM WALL AND 3" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT 18" O.G. THE GBG 1704.6.2. MAXIMUM HORIZONTAL SPACING. 4. CONCRETE SLABS SHALL BE A MINIMUM OF 3.5" THICK PER GBG. SLABS UNDER LIVING AREAS AND IN GARAGE SHALL BE REINFORCED WITH REINFORGINO BAR OR WIRE MESH. PROVIDE WATERPROOF MEMBRANE BETWEEN SLAB AND ROCK BASE AT ALL LIVING AREAS OR AS RECOMMENDED BY SOILS REPORT. 5. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT CONCRETE ANDS ASTM 0-330 FOR LIGHT WEIGHT CONCRETE. 6. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE THAN THREE PARTS SAND. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OR BY AN APPROVED GURINO COMPOUND. 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC. cl. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, 5GORING, ETC. FOR CONCRETE WALKS, SLABS, AND OTHER FLAT WORK. 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER A5TM 0-134. 5 SACKS OF GEMENT PER GUBIG YARD OF CONCRETE. GEMENT TO BE PER ,ASTM 0-150 TYPE I OR 2. I. R007 PLY. 2. (E) ROOF REINFORCING STEEL: 8 FRAMING. 3. 2X BLOCK I. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND I 4. SIMPSON HI TO SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS 3 RAFTER 0 6' AND LARGER. WELDED EIRE FABRIC IS TO BE ASTM A05 WITH LAPPING OF 1 1/2 O.G.. SPACES. 5. (E) DOUBLE TOP 2. ALL BARS SHALL BE DEFORMED PER ASTM A305. PLATES 3. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER 5 6. (E) 2X STUDS BOND IMPAIRING MATERIALS. 4 IO 0 16" O.G. 4. ALL BENDS SHALL BE MADE GOLD. 5. 5PLICING OF BARS IN CONCRETE SHALL HAVE LAPPING OF 30 BAR DIAMETERS OR 24" I 7. (E) WALL WHICH EVER IS GREATER. SPLICING OF BARS IN MASONRY SHALL HAVE LAPPING OF .2 SHEATHING. 40 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. 8. EDGE NAILING 6. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING II ci. BEAM WHERE CONCRETE, NO NET 5ETTINO WILL BE ALLOWED. 8 OCCURS 10. FRAMING PER ANCHOR BOLTS: 3 PLAN. II. 2X NAILER W/ I. TYPICAL SIZE AND 5PACING SHALL BE 1/2" 0 WITH A MINIMUM OF 7" EMBED INTO THE (2)16d'5 NAILS AT FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR 51NOLE 24" O.G. STORY AND 48" O.G. MAX FOR TWO STORY BUILDINGS. 4 12 BLOCK 2. PLATE WASHERS A MINIMUM 51ZE OF 3"X3"XO.22ci" SHALL BE USED ON EA. BOLT. 5 X 8 . 3. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL AT / TO TOP PLATES T O ALL HOUSE AND GARAGE PERIMETER WALL5 AND AT ALL INTERIOR SHEAR WALLS. q _ 13. JOIST PER PLAN 4. FOUNDATION SILL AT INTERIOR NON -SHEAR WALLS MAY USE SHOT PINS FOR 14. JOIST COVERING CONNECTION TO SLAB. SHOT PINS MUST BE 0.140" SHANK DIAMETER WITH 0.300" HEAD 7 PER PLAN DIAMETER AND WASHER AND A MINIMUM OF 2.5" LONG. 6 5. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12" OF EACH END, OR TWO BOLTS BETWEEN HOLDOWN5. 6. AS A REPAIR FOR MISPLACED OR MISSING ANCHOR BOLTS SIMP5ON 5/8"X7" WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR MUST BE EMBEDDED A MINIMUM OF �J 4.5" INTO THE CONCRETE WITH AN EDGE DISTANCE OF 2.5". INSTALL ANCHORS PER SHEAR CONN. AT SAVE 7-"1'F! GAL FRAM I NO NOTES I. ALL HEADERS 0 INTERIOR BEARING WALLS $ EXTERIOR WALLS ARE 4X12 OR 6X8 UNO. 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS AND BEAMS SHALL BE NAILED TOGETHER WITH 2 ROWS 16d'S 0 12" O.G. 3. WHERE RAKED WALLS OCCUR ALL STUDS SHALL BE BALLOON FRAMED TO BOTTOM CORD OF TRUSS, RAFTER, ROOF SHEATHING OR CEILING JOIST. 4. PROVIDE SOLID BLOCKING IN FLOOR CAVITY UNDER STRUCTURAL POSTS. PROVIDE MATCH I NO POSTS EXTEND I NO TO SUPPORTING BEAM OR FOUNDATION BELOW. 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUCTS OF 51MP50N 5TRONO-TIE COMPANY, INC. OR EQUAL. 6. RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE. WHERE RAFTERS ARE NOT PARALLEL TO JOISTS, RAFTERS SHALL BE TIED TO MIN. 1X4 OR055 TIES AT 48" O.G. MAX. 7. WHERE GIRDER TRUSS OCCURS, PROVIDE FULL BEARING SUPPORT U51NO BUILT-UP 2X STUDS OR 4X POST, UNLESS NOTED OTHERWISE. 8. AT CALIFORNIA OVERFRAMINO THE LOWER ROOF SHEATHING SHALL BE CONTINUOUS EXCEPT WHERE 22"X30" ACCESS IS REQ'D. Q. ALL FASTENERS PENITRATINO PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. TYF. SHEAR NALL NOTES I. FOR SHEAR WALL TYPES G, D $ E FOUNDATION SILL PLATES AND ALL FRAMING RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A 51NOLE 3x MEMBER OR (2).2X MEMBERS STITCH NAILED TOOETER IN/ 16D'5 0 6" O.G. STAGGERED. NAILING TO 3x MEMBERS SHALL BE 5TAOGERED. 2. WHEN T -1 -II 51DINO IS USED FOR SHEAR PLY. INSTALL DOUBLE STUDS STITCH NAILED W/ 16d'S 0 12" O.G. OR 3X MEMBER AT ALL PANEL JOINTS AND EDGE NAIL EACH PANEL AT JOINTS. 3. 8d COMMON OR HOT DIPPED GALVANIZED NAILS TO BE (2 1/2" X 0.131 ") 4. ALL NAILS FASTENED TO PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. T`I'F I SAL LUMBER O RADES I. 2X, 4X BEAMS, HEADERS AND POSTS DF#2 OR BETTER. 2. 6X BEAMS, HEADERS AND POSTS DF#I OR BETTER. 3. 2X JOISTS AND RAFTERS DF#2 OR BETTER. 4. 2X STUDS 10' MAX HEIGHT DF#3 OR BETTER. 5. 2X4 5TUD5 14' NONBEARING DF#2 OR BETTER. 6. 2X6 STUDS 15' MAX HEIGHT STUD GRADE OR BETTER. 7. 2X6 STUDS 20' NONBEARING DF#2 OR BETTER. 8. GLUE LAMINATED BEAMS 24F -V4 WITH 2000' RADIUS. a. PARALLEL STRAND LUMBER (PSL) Fb=2ci00 P51 Fv=2q0 P51 E=2.OX10�6 PSI 5. PLATE WASHERS TO BE WITHIN 1/2" OF PLY5IDE OF 10. LAMINATED STRAND LUMBER (LVL) SILL PLATE FOR ALL ANCHOR BOLTS. Fb=2800 PSI Fv=285 P51 E=I.SX10^6 PSI WHEN ATTACHING (2) LVL'5 TOGETHER USE (4) 16d's 0 12" O.G. OR (3) 5D525312 0 24" O.G. WHEN ATTACHING (3) LVL'S TOGETHER USE SAME PATTER AS ABOVE, BOTH SIDES. PER PLAN 2 F-0. 0 1 1 z _ d OJ DL Lu OL tL I. ROOF BEAM PER PLAN 2. POST GAP 3. SDS SCREWS PER PLAN 4. P05T PER PLAN 5. 4X4 KNEE BRACE 6. ROOF RAFTERS PER PLAN 7. 2X BLOCK EA. BAY DECfC COVER KNEE BRACE TO BEAM CONN. I I - I. POST PER PLAN. 2. FOOTING RE I NFORGEMENT 7 8 SEE PLAN. 6 3. BRAG I NO AS Lu�� II IIII REOUIRED. 4. SDS, BEAM TO POST PER PLAN 5. GIRDER 5EE o ° 000[_ o ° LH 2'-0" ° PLAN. � ° 0 0 4 0 6. POST PER PLAN. 0 0 W Q 7. DECK J015T PER 5 PLAN j i- 8. DECKING PER ■� L I v�� PLAN. cv --d q. SIMPSON O STANDOFF POST i 3 BASE PER PLAN. F I ER FOUNDATION, POST, � KNEE BRACE Gd II. ROOF PLY TO BE 1/2" GDX (32/1(o) OR OSB STAGGER JOINTS $ RUN PERPENDICULAR TO ROOF FRAMING. NAIL WITH 8d'5 6" O.G. 0 EDGES AND BOUNDARY 12" O.G. FIELD UNO. 12. FLOOR PLY. TO BE 3/4" 7/0 (48/24) OR EQUIVALENT 055 STAGGER JOINTS 6 RUN PERPENDICULAR TO FLOOR FRAMING. GLUE AND FASTEN WITH Sd'5 O.G. 0 EDGES AND BOUNDARY 12" O.G. FIELD UNO. FUT-i E C'OW Y DFv 07 ENT SET3VE^FS cc p L DATF�j> p SHEAR CONN. AT SAVE LEDOER CONNECTION I. ROOF PLY. 2. 2X ROOF RAFTER 0 24" O.G. 3. 2X BLOCKING W/ (2) 8d TO RAFTER 0 EA. END 4. 51 MP50N HI TO RAFTER 0 6' O.G. 5. BEAM PER PLAN. 6. POST WHERE OCCURS . 7. EDGE NAILING 8. 2X JOIST PER PLAN WITH (3) 16d's TO RAFTER. a. V -RUSTIC OR EQUIVALENT SIDING ATTACHED TO UNDERSIDE OF JOIST W/ Sd'S NAILED 0 6� 12 2 I. (E) FRAMING. 2. RIM BOARD 3. (E) DBL TOP PLATE. 4. (E) SIDING. 5. 2X LEDGER PER PLAN. (b. HANGER PER PLAN. 7. 2X FRAMING PE5 PLAN. 8. DEGKINO PER PLAN. q. WATER PROOFING $ FLASHING BY OTHERS. J o z° °z ILQt- zQv�Oztl1 di=pwOL1u-zzwpa w in t- W Q Oto 4 Q zz} -ZI=- �rwuZ�<Z�pO�?-Q tUZ W �QTzW-- Z�w _zZ�OOOvz W w0 W�Q J �W - -3k)13 �NZ[QW 2<w- V zOQ-z vu�upw-�= Zt- QVC°d Zt(1Wwu1=J �zp�z�ii tz-��LlI=-NCO>Ql� �l F RANCHO ENO. JOB: 16-14q DRAWN BY: FAS CKD.BY: JPH DATE: O�/21/16 REVISION: O DRANINO NUMBER - 2 v z Lu�� II IIII w } LL LH It DL RANCHO ENO. JOB: 16-14q DRAWN BY: FAS CKD.BY: JPH DATE: O�/21/16 REVISION: O DRANINO NUMBER - r V 0 � vv W Q Q LL]�mm j i- ■� L I v�� --d tL O n/ ! 13 <OLLL x I 11� V RANCHO ENO. JOB: 16-14q DRAWN BY: FAS CKD.BY: JPH DATE: O�/21/16 REVISION: O DRANINO NUMBER P5566, TYP. p p EX'ISTINC 6" 5T6M' d p d XISTIi� I'-O'aWIDE �X�-► Ig' THICK FOUNDA'TIO.N a 7� d d d p d p •d p d ° MAX STEM HEIGHT 48". #4 HORIZONTAL REBAR I. FOUNDATION AS 4 REQUIRED AT IS" O.G. REQUIRED PER PLAN. `rREINFORCEMENT #4 VERTICAL REBAR 2. TYPICAL 6 REaIJIRED AT 50" O.G. WHEN STEMS ARE OVER AS REQUIRED PER 24 TALL FOUNDATION PLAN 5. #5 VERTICAL REBAR ° SPECIAL INSPECTION PIN. PIN MAY BE USED AS REQUIRED v REQUIRED FOR VERTICAL N INSTALLATION OF FOR wREINFORCEMENT a EPDXY ANCHORS INTO FOUNDATION SYSTEM. I LAVA GAP. SEE SPACING OF PINS IS j d GENERAL NOTE # 14 PER SCHEDULE. 3 a TH15 PAGE. 4. LAVA GAP OR MUD a UJ FLOW. 5. MINIMUM 6" EMBED da REQUIRED FOR r ■� L FOUNDATION PIN LNIITH ° d) SIMPSON SET -XP < EPDXY OR fF 15 EQU I VALENT. MAX 1 ALL REBAR PINS 51-0110.0. LO SHALL BE GROUTED 6. SLAB AND 5 + U51 NO HIGH STRENTH REINFORCEMENT PER NON-5HRINK GROUT. PLAN LAVA GAP DOWEL P I NN I NO DETAIL p p EX'ISTINC 6" 5T6M' d p d XISTIi� I'-O'aWIDE �X�-► Ig' THICK FOUNDA'TIO.N a 7� d d d p d p •d p d ° PIN TOP $ BOT BAR OF FND TO "E" W/ 4" EMSEI $ TIGHT FIT. d p. •a p d p NEW 4a GONGdRETE S1�A� GRADE (2 500 PSI) 6/. MI " GLEAN GRA\pF-L.-REINFO D W/ # 'BAR .0.24" O.G. E AY OR Ap". O.Gd E AY. . p D&NtL- FOUNDATION -rO. LAVA CAPPER DETAIL -I/- 4. p d 4 a .d � a � d • d d . • a p d a p d d NEW STEM NEW 1'-5' WIDE X 12" THICK FOUNDATION P d -d$4 'TOP AND,E�OT.. d d d d .a d d d d p PIN TOP 4 BOT BAR OF d p FND TO "E" W/ 4" EMBED e a 4 TIGHT FIT. DEC.< FOUNDATION FLAN 660 SO.FT. 1/4" = 1'-0" Ll/ L-l./Il,1IVlJ I I I- . DECX FRAK NO FLAN 660 50.FT. 1/4" = 1'-0" O.G. EDGE, 12" O.G. FIELD. ._. DATA __� � � �--1 � (v_ D � P• {rJ - ROOF FRAM I NO FLAN 1/4" = 1'-0" o Z�Q z °IU-Q��� ZQQ uT- 0wd=Ow=�-v� Q� QQ>�w �~tLtt3�z�v �J ��P< -0 zQv00.0�3�z0 FF OL W N WZQ�JW��u'Zlu <—< zWZFzO-W�wvZ�NOOw�mF<- Z�<F'T�OVZ Q~J .�QW w �'WwQiutouL zlyi O�zJW2�Q—�V2ln> Z v�z() z v Jw")Dlu V- [ �uQW— ZF-QVF_QQ�ZVwWW2 -�(L §zz(L—H �LIiEN:O><o 4 d d p ks) 'LJ ° PIN TOP $ BOT BAR OF FND TO "E" W/ 4" EMSEI $ TIGHT FIT. d p. •a p d p NEW 4a GONGdRETE S1�A� GRADE (2 500 PSI) 6/. MI " GLEAN GRA\pF-L.-REINFO D W/ # 'BAR .0.24" O.G. E AY OR Ap". O.Gd E AY. . p D&NtL- FOUNDATION -rO. LAVA CAPPER DETAIL -I/- 4. p d 4 a .d � a � d • d d . • a p d a p d d NEW STEM NEW 1'-5' WIDE X 12" THICK FOUNDATION P d -d$4 'TOP AND,E�OT.. d d d d .a d d d d p PIN TOP 4 BOT BAR OF d p FND TO "E" W/ 4" EMBED e a 4 TIGHT FIT. DEC.< FOUNDATION FLAN 660 SO.FT. 1/4" = 1'-0" Ll/ L-l./Il,1IVlJ I I I- . DECX FRAK NO FLAN 660 50.FT. 1/4" = 1'-0" O.G. EDGE, 12" O.G. FIELD. ._. DATA __� � � �--1 � (v_ D � P• {rJ - ROOF FRAM I NO FLAN 1/4" = 1'-0" o Z�Q z °IU-Q��� ZQQ uT- 0wd=Ow=�-v� Q� QQ>�w �~tLtt3�z�v �J ��P< -0 zQv00.0�3�z0 FF OL W N WZQ�JW��u'Zlu <—< zWZFzO-W�wvZ�NOOw�mF<- Z�<F'T�OVZ Q~J .�QW w �'WwQiutouL zlyi O�zJW2�Q—�V2ln> Z v�z() z v Jw")Dlu V- [ �uQW— ZF-QVF_QQ�ZVwWW2 -�(L §zz(L—H �LIiEN:O><o RANCHO ENG. JOB: 16-141 DRAM BY: EAS GKD.BY: JPH DATE: 07/27/16 REVISION: O DRANINO NUMBER ks) 'LJ ,�n Q v V WOL 0 t- Q UJ r ■� L d) d) < OL 4� 1 vtom LO W Lo LLo V RANCHO ENG. JOB: 16-141 DRAM BY: EAS GKD.BY: JPH DATE: 07/27/16 REVISION: O DRANINO NUMBER I EXISTING— COMP ROOFING 2X INFILL FRAMING © 16" O.G. 3 NEW COMP ROOF TO MATCH (E) 2X6 ROOF RAFTER 2X6 CEILING JOIST 6X8 DF NO I HEADER V -RUSTIC APPLIED TO UNDERSIDE OF JOIST GUARD RAIL PER PLAN NEW ROC MATCH (E) F N' SPAC 6X6 DF RAIL POST BETWEEN W/ (2) 811 o W/ WA (1) 2X12 DF N( OF POST, W/ ( EA. 2X TO POS OCCURS AT 6X6 GONTII W/ I I S" --►I � �-- 6X6 POST, CONTI FND. TO ROOF 2X6 DECKING —2X8 DECK JOIST PER PLAN 2X8 LEDGER LU528 HANGER (1) 2X12 DF. NO.2 W/ (4) SD525412 TO POST EA. SIDE 4" THICK 5.0.0 BASE PER PLAN FRENCH DRAIN Tc DAYL I GHT FOUNDATION PER DETAIL 1/52 SET (O N A—A 12 EXISTING HOUSE MAIN FLOOR EXISTING UNDER FLOOR PLAN *GUARD RAIL REQUIRED IF ELEVATION FROM FINISHED FLOOR TO ADJACENT GROUND 15 GREATER THAN 30" 1/4" = 1'-0" 51DINO TO MATCH WALL BELOW TRIM (E) TAILS TO WALL LINE :::�., V -RUSTIC, APPLIED TO UNDERSIDE OF JOIST a 2X FASCIA BOARD, END) NAIL TO EA. JOIST (1) 2X12 DF NO.2 EA. SIDE OF POST, W/ (3) SD525412 EA. 2X TO POST IF BREAK OCCURS AT POST, (6) IF CONTINUOUS 42" HANDRAIL W/PICKET INFILL MAX SPACING 3.qci" 6X6 POST Nil PB566, TYP. NEW SLAB PER PLAN FOUNDATION PER PLAN FRENCH DRAIN TO DAYLIGHT SIDS ELEVATION I 1/4" = 1'-0" 11/1 I`1V .1 f\IVLL LI\AVL, (2) EA. DIRECTION, W/ (4) 5AC_K ELEVATION SDS25600 9 EA. END TYP. 1/4" 1'-0" PER*A! I-- Q l3� FYFIAT WW r p pIx LL QH to ��- LU Luv <Q���N z=v�z=vVz.� Qu -w i—IL u�. jjE(LWVzl� Jaz Lzzw 4 z4 zzzzWuCOVz!L�dzapO �d zNQ°�oo�z Zf_ z Lu Lu I AJ owj Tvoz? f_mxda� JW- U Z~<0 anZNWWWH- �zn z�1 0� nzp> RANCHO EN,C. JOB: 16-14q DRAWN BY: 1-A5 CKD.BY: JPH DATE: 07/27/16 REVISION: O DRAWING NUMBER 55 Q z 2 v Z `Ly LL1� � L w l� w 7— L tu 1() RANCHO EN,C. JOB: 16-14q DRAWN BY: 1-A5 CKD.BY: JPH DATE: 07/27/16 REVISION: O DRAWING NUMBER 55 z w l� w tu 1() w V v W O O ai Lu i L. I cid aCA co OL 1L I � _ !o >_ L RANCHO EN,C. JOB: 16-14q DRAWN BY: 1-A5 CKD.BY: JPH DATE: 07/27/16 REVISION: O DRAWING NUMBER 55