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HomeMy WebLinkAboutB14-2439 047-280-097r (R)(E) 4040 HINDOH TO-- INS O- INS TALL NEW 4030 XO i „E 4'-O" 2 D p2P V/P/ EX I STI NO BEDRM. EXIST. DATH ROOM I .41 xx 4.o'DI .� �4 '',s tid T > t' -c m I �I EXIST. BEDROOM F,y�u l II (E) 3636 5H EXIST. CLOSET EXIST. BATH STA I R5 UP O?4 � 286s (R)(E) POST A A EXISTING BATH EXISTING LOFT 8' GLC. (R)(E) HDH5. HERE TO CREATE OPNG. TO NEH LOFT SPACE — — —(2)(E) 4036 5H — — F„ EXISTING BEDRM. (E) 3050 �p�P 5H + Ell (E) 3636 5H NEW GARAGE DOOR PER FLOOR PLAN JED PEDER5EN (R)(E) 4036 (R)(E) 60685r -,D s+may I 4.0' p I �p'Y �QY tides tion In s+yQ Sy I - W I �- L`JL`J I I a s+ s9 I 5'-0" o q 0 — — — — — �i _ � REMOVE (E) 5016 �I i '4 "Ell 4.0' � INFILL L 4.0' Up (E) 3636 5H EXIST. CLOSET EXIST. BATH STA I R5 UP O?4 � 286s (R)(E) POST A A EXISTING BATH EXISTING LOFT 8' GLC. (R)(E) HDH5. HERE TO CREATE OPNG. TO NEH LOFT SPACE — — —(2)(E) 4036 5H — — F„ EXISTING BEDRM. (E) 3050 �p�P 5H + Ell (E) 3636 5H NEW GARAGE DOOR PER FLOOR PLAN -�- EXIST. LIVING -d rr w II �� (R)(E� 3068 II � REMOVE AND INFILL .�i (E) 6068 56D (R)(E) POST (R)(E) POST JED PEDER5EN (R)(E) 4036 (R)(E) 60685r -,D s+may I ACRES: I_ L In s+yQ Sy I - W I �- L`JL`J yo I a s+ s9 I 5'-0" o I I REMOVE ALL KITCHE EQUIPMENT O r� (� II= AND CABINETS. o o p I Up I E„ HDSA w Z M (1 0 I - - / I EX(ST. KITCHEN EXIST.DININO p wo I O I I m "E"D A .w I L------- w I I I I u -�- EXIST. LIVING -d rr w II �� (R)(E� 3068 II � REMOVE AND INFILL .�i (E) 6068 56D (R)(E) POST (R)(E) POST ❑ (E) POST TO REMAIN PROPERTY INFORMATION OWNER: JED PEDER5EN ADDRESS: 3450 KEFFER ROAD s+may I ACRES: I_ L In s+yQ Sy m W I �- I yo I a Ell s+ s9 I 5'-0" o I I ❑ (E) POST TO REMAIN PROPERTY INFORMATION OWNER: JED PEDER5EN ADDRESS: 3450 KEFFER ROAD APN: 04'1-280-0c" ACRES: 2A ACRES 1 0 50' I Ile P ? a, 3 F?U+Tc COi,'NTY ic':VUL�PM'"JT c_ REVIEkIt:RVICUS A> ED FOR sr 0 Kaci APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INSPECTIONS PROJECT INFORMATION 4 CODE ANAL -7515 JOB SITE ADDRESS: 5450 KEFFER ROAD JOB SITE PARCEL NUMBER: 04�-280-09"1 PROPERTY OWNER: JED PEDERSEN USE 4 OCCUPANCY: RESIDENTIAL GROUP R-5 TYPE OF CONSTRUCTION: TYPE V -B GOVERN I NCS GODE5 UNLESS OTHERWISE NOTED, THESE PLANS SHALL MEET THE 5TANDARD5 AND REQUIREMENTS OF THE CALIFORNIA BUILDING 5TANDARD5 GODS FOUND IN THE CALIFORNIA CODE OF REGULATIONS, TITLE 24:: PART 2, KNOWN AS THE 2015 CALIFORNIA BUILDING CODE (GBG) PART 2.5 KNOWN AS THE 2015 CALIFORNIA RESIDENTIAL CODE (CRO) PART 5, KNOWN AS THE 2015 CALIFORNIA ELECTRICAL CODE (CEG) PART 4, KNOWN AS THE 2015 CALIFORNIA MECHANICAL CODE (GMC) PART 5, KNOWN AS THE 2015 CALIFORNIA PLUMBING CODE (CPG) PART 6, KNOWN AS THEW 2013 CALIFORNIA ENERGY CODE, AND ENERGY COMMISSION STANDARDS (GELS) PART II KNOWN AS THE 2015 CALIFORNIA GREEN BUILDING STANDARDS CODE (GGBSG) ❑ ❑ 7r1-01Jgripim21501 THIS PROJECT WILL BE A LIVING ROOM, DINING ROOM ADDITION WITH A KITCHEN RELOCATION. THE NEW KITCHEN, DINING AND LIVING ROOM WILL ON BE ON THE MAIN LEVEL THUS ADDING SQUARE FOOTAGE TO SAID MAIN LEVEL. TH15 PROJECT HILL ALSO ADD A LOFT TO THE EXISTING UPPER LEVEL; SAID NEW LOFT WILL BE THE ONLY NEW SG2UARE FOOTAGE ADDED TO THE UPPER LEVEL. THE PROJECT HILL NOT ADD NEW STAIR CONSTRUCTION AND WILL USE EXISTING STAIR CONSTRUCTION ONLY. NO NEW SQUARE FOOTAGE HILL BE ADDED TO THE EXI5TING BASEMENT. THE EXI5TIN5 KITCHEN/LIVING SPACE HILL BE ABANDONED AND CONVERTED TO A NEH GARAGE. NEW WORK HILL INCLUDE ROUGH FRAMING, CARPENTRY, PLUM5IN6, ELECTRICAL AND FINISH WORK. NEW MECHANICAL WORK SHALL BE LIMITED TO THE EXTENSION AND RELOCATION OF EXISTING AIR HANDLING DUCT HORK A5 NEEDED. Date Job FEDERSEN ?ADDITION ❑ ❑ SHEET FIRE SPRINKLERS: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN THE , ADDITION. FIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY THE J t.� THE FIRE MARSHALL PRIOR TO ROUGH FRAMING INSPECTION. ;-;;r>;?cE ;,;gip',` BUTTE j �' ; � os� �'�, ., �. ❑ ❑ COUNTY `' •� " � DEVELOPMENT `" _ � 1 N 07 N LO M L • coon O 0. ca -E o _ Iii U C O o �z a O r� O Q o o p U O Up I H O w Z M w d' 3 Q CODE (GGBSG) ❑ ❑ 7r1-01Jgripim21501 THIS PROJECT WILL BE A LIVING ROOM, DINING ROOM ADDITION WITH A KITCHEN RELOCATION. THE NEW KITCHEN, DINING AND LIVING ROOM WILL ON BE ON THE MAIN LEVEL THUS ADDING SQUARE FOOTAGE TO SAID MAIN LEVEL. TH15 PROJECT HILL ALSO ADD A LOFT TO THE EXISTING UPPER LEVEL; SAID NEW LOFT WILL BE THE ONLY NEW SG2UARE FOOTAGE ADDED TO THE UPPER LEVEL. THE PROJECT HILL NOT ADD NEW STAIR CONSTRUCTION AND WILL USE EXISTING STAIR CONSTRUCTION ONLY. NO NEW SQUARE FOOTAGE HILL BE ADDED TO THE EXI5TING BASEMENT. THE EXI5TIN5 KITCHEN/LIVING SPACE HILL BE ABANDONED AND CONVERTED TO A NEH GARAGE. NEW WORK HILL INCLUDE ROUGH FRAMING, CARPENTRY, PLUM5IN6, ELECTRICAL AND FINISH WORK. NEW MECHANICAL WORK SHALL BE LIMITED TO THE EXTENSION AND RELOCATION OF EXISTING AIR HANDLING DUCT HORK A5 NEEDED. Date Job FEDERSEN ?ADDITION ❑ ❑ SHEET FIRE SPRINKLERS: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN THE , ADDITION. FIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY THE J t.� THE FIRE MARSHALL PRIOR TO ROUGH FRAMING INSPECTION. ;-;;r>;?cE ;,;gip',` BUTTE j �' ; � os� �'�, ., �. ❑ ❑ COUNTY `' •� " � DEVELOPMENT `" _ � 1 O H I� C o �z a O r� �a � U o o p 0 Up I H O w o w P4 (2)x o wo LO d- ro w w u CODE (GGBSG) ❑ ❑ 7r1-01Jgripim21501 THIS PROJECT WILL BE A LIVING ROOM, DINING ROOM ADDITION WITH A KITCHEN RELOCATION. THE NEW KITCHEN, DINING AND LIVING ROOM WILL ON BE ON THE MAIN LEVEL THUS ADDING SQUARE FOOTAGE TO SAID MAIN LEVEL. TH15 PROJECT HILL ALSO ADD A LOFT TO THE EXISTING UPPER LEVEL; SAID NEW LOFT WILL BE THE ONLY NEW SG2UARE FOOTAGE ADDED TO THE UPPER LEVEL. THE PROJECT HILL NOT ADD NEW STAIR CONSTRUCTION AND WILL USE EXISTING STAIR CONSTRUCTION ONLY. NO NEW SQUARE FOOTAGE HILL BE ADDED TO THE EXI5TING BASEMENT. THE EXI5TIN5 KITCHEN/LIVING SPACE HILL BE ABANDONED AND CONVERTED TO A NEH GARAGE. NEW WORK HILL INCLUDE ROUGH FRAMING, CARPENTRY, PLUM5IN6, ELECTRICAL AND FINISH WORK. NEW MECHANICAL WORK SHALL BE LIMITED TO THE EXTENSION AND RELOCATION OF EXISTING AIR HANDLING DUCT HORK A5 NEEDED. Date Job FEDERSEN ?ADDITION ❑ ❑ SHEET FIRE SPRINKLERS: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN THE , ADDITION. FIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY THE J t.� THE FIRE MARSHALL PRIOR TO ROUGH FRAMING INSPECTION. ;-;;r>;?cE ;,;gip',` BUTTE j �' ; � os� �'�, ., �. ❑ ❑ COUNTY `' •� " � DEVELOPMENT `" _ � 1 F --y i i ( i EXISTING BEDRK fi -Al, V� ?� i (R)(E) 4040 WINDOW— INSTALL NEW 4050 XO F'y l �l 40" Di SILL +57" ABOVE FIN. FLR. - — EXI STI NO LOFT (N) 5040 NEW WINDOW SHALL CASEMENT MEET EGRESS WINDOW REQUIREMENTS WIZ IATTIC EXIST. CLOSET 1/411 /4„ = 1'-011 I L 4, 5.0' 52 EXISTING, BATH EXISTING BEDRM. CMD�_NEW CARBON MONOXIDEGMD ALARMS. SEE ELECTRICAL �l PLAN NOTE #4 ON SHEET 6. OIul - — EXI STI NO LOFT OPN55. THAT SHALL z 8' GLC. PREVENT THE PASSAGE OF A SPHERE NO 5 WIZ (R)(E) WDW5. HERE EXIST. CLOSET TO CREATE OPNG. TO J NEW LOFT SPACE �I (N) HE DER, EXIST. BEDROOM — 5EE FROOF PLAN ^ A I 4 _ I I L 4, 5.0' 52 EXISTING, BATH EXISTING BEDRM. CMD�_NEW CARBON MONOXIDEGMD ALARMS. SEE ELECTRICAL I (N) RAILING +42" ABV. PLAN NOTE #4 ON SHEET 6. WALKIING SURFACE w/ - — EXI STI NO LOFT OPN55. THAT SHALL z 8' GLC. PREVENT THE PASSAGE OF A SPHERE NO 5 GREATER THAN 4" IN DIA. (R)(E) WDW5. HERE EXIST. CLOSET TO CREATE OPNG. TO co NEW LOFT SPACE _ (N) HE DER, EXIST. BEDROOM — 5EE FROOF PLAN ^ � I 52 17.0' NEI^ LOFT 4 ATTIC VAULTED CEILING "E" HD2A i So U O F 61 2013 CRC SECTION R308.4 HAZARDOUS LOCATIONS Glazing installed in dwellings at hazardous locations shall comply with the requirements of this section Handrails & Guards shall comply with 2013 CBC Section 1607.8.1.1. (ASCE 7- 10 Section 4.5.1) Must be designed to resist a single concentrate (impact) load of 200 pounds applied in any direction at any point along the top. 0 El I I L ux% IVA OF e% F I o % i i a Y t 1, LANDINGS AT DOORS SHALL COMPLY WITH 2013 CBC SECTIONS 1008.1.5, 1008.1.6, 1009.8 &1010.7 and 2013 CRC SECTIONS 311.3 & 311.7.6 I 1/411 /4" = 1'-011 EXIST. BATH ROOM I (N) RAILING +42" ABV. WALKIING SURFACE w/ OPN55. THAT SHALL goo PREVENT THE PASSAGE OF A SPHERE NO 5 GREATER THAN 4" IN DIA. OPEN 70 BELOW EXIST. CLOSET Z Q co ` _ iL EXIST. BEDROOM O �Z Z � I W T F'j �J w EXISTING 22"x30" HU �_ "E" HD2A i So U O q] Iw 4 'j',yo 3.0' OJry � 5X x I o � K SHALL PROVIDE ACCESS W D z O,yP �+ oryP �+ q,1,P �+ TO NEW ATTIC. AREA BV. 149 �+ I B EXISTING GAS WATER 4 INFILL (E) F 61 2013 CRC SECTION R308.4 HAZARDOUS LOCATIONS Glazing installed in dwellings at hazardous locations shall comply with the requirements of this section Handrails & Guards shall comply with 2013 CBC Section 1607.8.1.1. (ASCE 7- 10 Section 4.5.1) Must be designed to resist a single concentrate (impact) load of 200 pounds applied in any direction at any point along the top. 0 El I I L ux% IVA OF e% F I o % i i a Y t 1, LANDINGS AT DOORS SHALL COMPLY WITH 2013 CBC SECTIONS 1008.1.5, 1008.1.6, 1009.8 &1010.7 and 2013 CRC SECTIONS 311.3 & 311.7.6 I 1/411 /4" = 1'-011 EXIST. BATH ROOM 52 REPLACE THESE I y �ll (2) HOLDDOWNS ��� - "E w/HDUB I (E) STAIRS UP I a 5'-O" --- --- -- N DINING �P Ile O (E) 6068 D 8' CEILING 0 R ----------- E qbii (N) 5068 KITCHEN 8'CEILING 90ti_ O BEAMS,i �pto PORCH SEE ROOF 4 PLAN i tu �¢ , Npv� 520 i �NTi�Y N i 8 CEILING 000 N (2)(N) 5050 SHL- - I OO I +42 GTR. TOP I� L L_ J . I 1 z HARDWOOD QO A�^ (NTT405 XD0 (N) 5068 I CARPET O O'� A 5.85' FR. I IL I Im Q'U 2 Iz � IJ w I� ILI I I� J/u- A\ m _ A 4• I � � 4 I La I - I � fY ' = LIVINO I (N) 4X14 05T BELOW DECK O VAULTED CEILING I 11 !<A "N" PERF. O 25-01, 12N 53 ? 12 I 12 I= m I N (N) RAILING +42" ABV. 8' GLC. le VAULTED GLC. IO WALKIINO 5URFAGE w/ FLAT lO OPNOS. THAT SHALL MSS I M PREVENT THE PA55AOE ( z OF A SPHERE NO I WOOD I GREATER THAN 4" IN DIA. I BURNING STOVE I I (N) 2050 SH O WINDOW SEAT / 5TOR A5E UNDER (N) 2050 SH1117111 ===71 01 F "y . dG� txeQUSEE EXTERIOR ELEVAON FOR WINDOW SHAPE d SIZE 4 - -- - - --- - -1 - -_ 45'-l0" ---- BUTTE COUNTY DEVELOPMENT SERVICES EVIE-MED FOR CODE �0`0 ���6 N �F DATE � cv I A HEATER SHALL REMAIN O M r. goo O C"7 M 5 IN THIS LOCATION. } '9 EXIST. CLOSET co ` O l / EXIST. BEDROOM �Z Z <`- O J T F'j �J yo EXISTING 22"x30" HU �_ "E" HD2A i So U O U A O co C\2 r 4 'j',yo 3.0' OJry 0 O 5X x C'7 LO o � ` NEW 16GAR. DR. SHALL PROVIDE ACCESS NEW OARAOE D 4�P I 4,yP' ��+ �+ O,yP �+ oryP �+ q,1,P �+ TO NEW ATTIC. AREA BV. 149 �+ I I EXISTING GAS WATER INFILL (E) I I Ia-4.0 I HEATER LOCATED IN 5016 NDN. rLP ATTIC ABOVE TH15 BEDROOM WATER <` E HDSA F 52 REPLACE THESE I y �ll (2) HOLDDOWNS ��� - "E w/HDUB I (E) STAIRS UP I a 5'-O" --- --- -- N DINING �P Ile O (E) 6068 D 8' CEILING 0 R ----------- E qbii (N) 5068 KITCHEN 8'CEILING 90ti_ O BEAMS,i �pto PORCH SEE ROOF 4 PLAN i tu �¢ , Npv� 520 i �NTi�Y N i 8 CEILING 000 N (2)(N) 5050 SHL- - I OO I +42 GTR. TOP I� L L_ J . I 1 z HARDWOOD QO A�^ (NTT405 XD0 (N) 5068 I CARPET O O'� A 5.85' FR. I IL I Im Q'U 2 Iz � IJ w I� ILI I I� J/u- A\ m _ A 4• I � � 4 I La I - I � fY ' = LIVINO I (N) 4X14 05T BELOW DECK O VAULTED CEILING I 11 !<A "N" PERF. O 25-01, 12N 53 ? 12 I 12 I= m I N (N) RAILING +42" ABV. 8' GLC. le VAULTED GLC. IO WALKIINO 5URFAGE w/ FLAT lO OPNOS. THAT SHALL MSS I M PREVENT THE PA55AOE ( z OF A SPHERE NO I WOOD I GREATER THAN 4" IN DIA. I BURNING STOVE I I (N) 2050 SH O WINDOW SEAT / 5TOR A5E UNDER (N) 2050 SH1117111 ===71 01 F "y . dG� txeQUSEE EXTERIOR ELEVAON FOR WINDOW SHAPE d SIZE 4 - -- - - --- - -1 - -_ 45'-l0" ---- BUTTE COUNTY DEVELOPMENT SERVICES EVIE-MED FOR CODE �0`0 ���6 N �F DATE � cv I N C7� HEATER SHALL REMAIN O M r. goo O C"7 M IN THIS LOCATION. } '9 EXIST. CLOSET co ` O l / EXIST. BEDROOM �Z Z <`- O J T F'j �J I EXISTING 22"x30" HU �_ "E" HD2A i So U O U A O co C\2 r I ATTIC ACCESS k4HICH 0 O 5X x C'7 LO o � SHALL PROVIDE ACCESS NEW OARAOE c W Q� TO NEW ATTIC. AREA BV. W INFILL (E) I NEW DINING ROOM. 5016 NDN. 0 F Ax 4.0' D I �� �� �O yd I I I NEW 2868 SOLI) GORE, 3 + .�i •�i �y �y „E„ I I SELF CLOSING DOOR I I fiy I- — _J z,y i ���P 12 0 "E" 4.0' S2 "E" 4.0' i �Sy EXIST. BATH �`9 -} I 5.0 I Q N INFILL EXISTING DOORS I VERIFY 8 �. 5'-6" 6'-4" 7'-10" 52 REPLACE THESE I y �ll (2) HOLDDOWNS ��� - "E w/HDUB I (E) STAIRS UP I a 5'-O" --- --- -- N DINING �P Ile O (E) 6068 D 8' CEILING 0 R ----------- E qbii (N) 5068 KITCHEN 8'CEILING 90ti_ O BEAMS,i �pto PORCH SEE ROOF 4 PLAN i tu �¢ , Npv� 520 i �NTi�Y N i 8 CEILING 000 N (2)(N) 5050 SHL- - I OO I +42 GTR. TOP I� L L_ J . I 1 z HARDWOOD QO A�^ (NTT405 XD0 (N) 5068 I CARPET O O'� A 5.85' FR. I IL I Im Q'U 2 Iz � IJ w I� ILI I I� J/u- A\ m _ A 4• I � � 4 I La I - I � fY ' = LIVINO I (N) 4X14 05T BELOW DECK O VAULTED CEILING I 11 !<A "N" PERF. O 25-01, 12N 53 ? 12 I 12 I= m I N (N) RAILING +42" ABV. 8' GLC. le VAULTED GLC. IO WALKIINO 5URFAGE w/ FLAT lO OPNOS. THAT SHALL MSS I M PREVENT THE PA55AOE ( z OF A SPHERE NO I WOOD I GREATER THAN 4" IN DIA. I BURNING STOVE I I (N) 2050 SH O WINDOW SEAT / 5TOR A5E UNDER (N) 2050 SH1117111 ===71 01 F "y . dG� txeQUSEE EXTERIOR ELEVAON FOR WINDOW SHAPE d SIZE 4 - -- - - --- - -1 - -_ 45'-l0" ---- BUTTE COUNTY DEVELOPMENT SERVICES EVIE-MED FOR CODE �0`0 ���6 N �F DATE � cv I ru 0 N C7� C3) N O M r. goo O C"7 M C s co ` O ® U �Z Z O T F'j �J U o O O HU �_ aj Q I 0 U O U A O co C\2 r 0 O Z x C'7 LO o � 3 c ru 0 H F^—I H^ H �Z Z a o C� W1.4 T F'j �J U o O O HU �_ I 0 O 4-4 U A O co C\2 r 0 O x o wo �t ee) W Q� W I ❑ ❑ Date 1-21-15 Job PEDERSEN ADDITION L1 U []I io SHEET 5 Le of 6 ❑ ❑ i "E" 557816 "E" SSTBI6 I I �I "E" SSTBI6 NO RASIED FOUNDATION o/ BA5EMENT EXISTING GONG. SLAB FOUNDATION Xb N10 _\b �0 r7� �0 POUR NEW GONG. "OVER SLAB" 4 TO CREATE A SLOPED FLOOR "E" 5571316E" 55TB28 I AT NEW GARAGE. SLOPE TO FACILITATE MOVEMENT OF LIQUIDS TOWARDS MAIN A0�1 I � "Ell 4.0' ��1-�� 4.0'NO VEHICLE ENTRY DOORS. I �� I I I � 52 PIN TO (E) FND. w/ (I)#4 TOP 4 BOT. 4" "E" 8.0' 3D "N" 55TBI6 I EMBED $ TIGHT FIT I �fp ���'� I I �-I - I � 1 ydG I 52 1� ,gyp-• I 1 1/5" GDX o/ 2X12 F.J. a 16" O.G. (Bq) i' 12" WIDE X 12" DP. 10.0' GD CONT. FOOTING w/ (1) #4 TOP 4 BOT. 52 ti ti — ��ti� SS tiaG� ss tioG� I QO m x �A�� 2X6 P.T.D.F. #2 F.J. Sb ®I6" O.G.(B13 (N) 4X4 POST BELOW w/ EPG44 (N) 2X6 P.T.D.F. Oehl c'v #2 LEDGER w/ (2) SD525412 ® 32" o/C �s5 E v'� N x z 2 53 (N) 4X4 POST BELOW r w/ EP044 Ji ry ae� �(} tK I I I I II I I I I I EXIST. PORCH SLAB EDGE UNDER NEW SLAB t I � I II PIN TO (E) FND. w/ (1)#4 TOP 4 BOT. 4" EMBED 4 TIGHT FIT EX5TINO CONCRETE PORCH SLAB 'N' SSTBI6 E 7 "E" 55TB25 "E" 55TBI6 "E" 55T1316 "E" 55TB25 "E" 55TB28 ' I 12" WIDE X 12" DP. S S I I/8" GDX o/ I I (1) #4 TOP t BOT. 2X10 F.J. ® 16" O.G. NEW GONG. SLAB FOUNDATION C EXISTING GONG. SLAB FOUNDATION Xb N10 _\b �0 r7� �0 POUR NEW GONG. "OVER SLAB" 4 TO CREATE A SLOPED FLOOR "E" 5571316E" 55TB28 I AT NEW GARAGE. SLOPE TO FACILITATE MOVEMENT OF LIQUIDS TOWARDS MAIN A0�1 I � "Ell 4.0' ��1-�� 4.0'NO VEHICLE ENTRY DOORS. I �� I I I � 52 PIN TO (E) FND. w/ (I)#4 TOP 4 BOT. 4" "E" 8.0' 3D "N" 55TBI6 I EMBED $ TIGHT FIT I �fp ���'� I I �-I - I � 1 ydG I 52 1� ,gyp-• I 1 1/5" GDX o/ 2X12 F.J. a 16" O.G. (Bq) i' 12" WIDE X 12" DP. 10.0' GD CONT. FOOTING w/ (1) #4 TOP 4 BOT. 52 ti ti — ��ti� SS tiaG� ss tioG� I QO m x �A�� 2X6 P.T.D.F. #2 F.J. Sb ®I6" O.G.(B13 (N) 4X4 POST BELOW w/ EPG44 (N) 2X6 P.T.D.F. Oehl c'v #2 LEDGER w/ (2) SD525412 ® 32" o/C �s5 E v'� N x z 2 53 (N) 4X4 POST BELOW r w/ EP044 Ji ry ae� �(} tK I I I I II I I I I I EXIST. PORCH SLAB EDGE UNDER NEW SLAB t I � I II PIN TO (E) FND. w/ (1)#4 TOP 4 BOT. 4" EMBED 4 TIGHT FIT EX5TINO CONCRETE PORCH SLAB 'N' SSTBI6 E 7 "E" 55TB25 "E" 55TBI6 "E" 55T1316 "E" 55TB25 "E" 55TB28 x� a nk �y O H F^—I H Ij- 7.(jtr civic- of Cd UFS ❑ ❑ 1 d ❑ ' I 12" WIDE X 12" DP. m N CONT. FOOTING w/ I I/8" GDX o/ I I (1) #4 TOP t BOT. 2X10 F.J. ® 16" O.G. NEW GONG. SLAB FOUNDATION C T�O (PROVIDE A 6 MIL POLYETHYLENE I cu VAPOR RETARDER w/ JOINTS LAPPED •L ® NOT LE55 THAN 6" BETWEEN THE EXISTING BASE COURSE OR SUB GRADE AND THE RETAINING WALL BELOW I CONCRETE FLOOR SLAB. R506.2.3 y I PERMIT / 5 '-� � U o o p N BU COUNTY DEVELOPMENT S'E U O 3 I REVIEWED FOR, \ ss CODE COQ LIANCE Z " I D.ATE%—. BY C �� I6 co co W FOUNDATION PLAN NOTES: I. ALL EPDXY INSTALLED ANCHORS TO BE INSTALLED ?m k FOOTINGS AS w/ 51MP50N SET -XP EPDXY. HOLDDOWN ANCHOR DEEPEN REQ. FOR ANCHOR BOLTS. BOLTS TO HAVE 10" EMBED 4 SHEAR A.B. TO HAVE IO 7" EMBED. J52 2. DEEPEN FOOTINGS A5 REQUIRED FOR ANCHOR BOLTS. 3. GRADE IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL SLOPE AWAY FROM BUILDING AT A SLOPE A MINIMUM OF 6-INCHE5 WITHIN THE FIRST 10 FT. (5% SLOPE) PER SECTION 8401.3 x� a nk �y O H F^—I H Ij- 7.(jtr civic- of Cd UFS ❑ ❑ 1 d ❑ N_ m N 0) LO O M C T�O cu •L ® U O z >O '-� � U o o p N 1 U O co 02 \ 0 o Z Ce) LO d' m ❑ ❑ Date 1-21-15 Job PEDERSEN ADDITION SHEET t. of 6 13,❑ I C—) O z 0 Wo w '-� � U o o p 1 0 4-4 co 02 \ 0 o W5:4 P-4 co co W �W F -i -i H ❑ ❑ Date 1-21-15 Job PEDERSEN ADDITION SHEET t. of 6 13,❑ I ASPHALT COMPOSITION 5HINGLE5 o/ 1/2" GDX (32/16) OR OSB, 5TA06ER JOINTS AND RUN PERPENDICULAR TO ROOF FRAMING. NAIL w/ ad's, b" O.G. EDGE 4 5OUNDRY, 12" O.G. FIELD. SEOT I ON 5/4 (R)(E) HDR. INSTALL (N) HDR. (N) ROOF FRMO. (N) BALCONY SEE ROOF PLAN (R)(E) PORCH ROOF FRAMING (N) FLR. FRMG. SEE ROOF/BALC�01�QYi (N) +36" RAILING FRAMING Pl�A1�1 G N1 FOUNDATION, SEE FOUNDATION PLAN (N) RIDGE 6M. - SEE ROOF PLAN (N) ROOF FRM6. 5EE ROOF PLAN STALL 3/8" PLYWD. T CRIPPLE WALL it EAM. PROVIDE (2) i" HOLES PER EA. AFTER BAY. USE X4 a 16" O.G. RIPPLE WALL. ISTALL EAVE VENTS ER ROOF PLAN =E FOUNDATION PLAN �R DECK FRAMING - TSI=-CZ-L-Z-TTr R -Ig AT NEW EXTERIOR WALLS K15TI NO TAINING WALL (E) MIDDLE DORMER FRMG. (E) FLUSH BM. CREATE (N) 6-8" OPN5. (E)UP5TAIR5 LOFT INTO (N) BALCONY OVER LOOKING (N) LIVING RM. BY REMOVING (E) WOW. 6 FRAMING a (E) MIDDLE DORMER. (E) HOUSE SLAB - (E) PORCH SLAB Im Rm C G 5 INSTALL RIDGE VENT BY BRAND5AURD MODEL #RV2031 (1150. IN./FT. NFVA) GROSS HATCHED AREA - REPRESENTS AREA TO BE CALIFORNIA FRAMED 4 s ___ �I r �I a 24" OG. THE EAST SIDE OF THE CATHEDRAL LOL r�I (!52 NEW LIVING ROOM WITH EAVE VENTS SEOT I ON 5/4 (R)(E) HDR. INSTALL (N) HDR. (N) ROOF FRMO. (N) BALCONY SEE ROOF PLAN (R)(E) PORCH ROOF FRAMING (N) FLR. FRMG. SEE ROOF/BALC�01�QYi (N) +36" RAILING FRAMING Pl�A1�1 G N1 FOUNDATION, SEE FOUNDATION PLAN (N) RIDGE 6M. - SEE ROOF PLAN (N) ROOF FRM6. 5EE ROOF PLAN STALL 3/8" PLYWD. T CRIPPLE WALL it EAM. PROVIDE (2) i" HOLES PER EA. AFTER BAY. USE X4 a 16" O.G. RIPPLE WALL. ISTALL EAVE VENTS ER ROOF PLAN =E FOUNDATION PLAN �R DECK FRAMING - TSI=-CZ-L-Z-TTr R -Ig AT NEW EXTERIOR WALLS K15TI NO TAINING WALL (E) MIDDLE DORMER FRMG. (E) FLUSH BM. CREATE (N) 6-8" OPN5. (E)UP5TAIR5 LOFT INTO (N) BALCONY OVER LOOKING (N) LIVING RM. BY REMOVING (E) WOW. 6 FRAMING a (E) MIDDLE DORMER. (E) HOUSE SLAB - (E) PORCH SLAB Im Rm C G 5 INSTALL RIDGE VENT BY BRAND5AURD MODEL #RV2031 (1150. IN./FT. NFVA) GROSS HATCHED AREA - REPRESENTS AREA TO BE CALIFORNIA FRAMED --N N) FLUSH BM. L1 SEE ROOF PLAN (N) RAILING - SEE FLR. PLAN (N) CEILING ABV. KITCHEN (N) 2x6 a 16" O.G., TYP. (N) EXTERIOR WALLS R -Ig AT NEW EXTERIOR WALLS (N) FOUNDATION, SEE FOUNDATION PLAN EX15TINO FOOTING (N) 5/8" GYP. --j BD. a GL55., TYP. (N) 1/2" GYP. 5D. ® WALLS, TYP. SECT I ON A/4 INSTALL EAVE VENTS PER ROOF PLAN SEE EXTERIOR ELEVATIONS FOR SIDING 1 _ --MAI sk A 4 s ___ a 24" OG. THE EAST SIDE OF THE CATHEDRAL LOL CEILING ON THE EAST SIDE OF THE (!52 NEW LIVING ROOM WITH EAVE VENTS 0 PEW'd0 .r - BRACE AT PLYWOOD CRIPPLE #UE2051-EB EACH VENT PROVIDES 36.5 NFVA. N) 2X6 G.J. 4 2X6 PURLIN w/ DIA5. a 48" C.c. 8 a I6" OG. 7 868/300= 5.2 50. FT. of NFVA REG'D. or A/4. HOLES WILL 5.2x144= 465 5Q. IN. of NFVA O RIDGE VENT PER G 52 v 233/36.5= 6.38 (7) 10 INSTALL (7) EAVE VENTS EQUALLY AROUND NEW PORTION OF HOUSE. DO NOT INSTALL INCHES OF NFVA ROOF PLAN C5]2 SPECIFIED ON THESE PLANS. PER RAFTER BAY. m O �I VENTILATE RIDGE LINES Zco � o ASPHALT COMPOSITION SHINGLES o/ 1/2I' O 3 ❑ #RV2031. (17 50. IN./FT. GDX (32/1(o) OR OSB, STAGGER JOINTS AND � i d)I F X u - FULL HEIGHT 1 5/4" X 5 1/2" � O -. fQ RUN PERPENDICULAR TO ROOF FRAMING. X m KING STUDS W NAIL w/ &d'5, 6" O.G. EDGE 4 BOUNDRY, X ILL v 12" O.G. FIELD. nw z � � N x N Z z (N) BALCONY R-38 INSUL. AT NEW CEILINGS --N N) FLUSH BM. L1 SEE ROOF PLAN (N) RAILING - SEE FLR. PLAN (N) CEILING ABV. KITCHEN (N) 2x6 a 16" O.G., TYP. (N) EXTERIOR WALLS R -Ig AT NEW EXTERIOR WALLS (N) FOUNDATION, SEE FOUNDATION PLAN EX15TINO FOOTING (N) 5/8" GYP. --j BD. a GL55., TYP. (N) 1/2" GYP. 5D. ® WALLS, TYP. SECT I ON A/4 INSTALL EAVE VENTS PER ROOF PLAN SEE EXTERIOR ELEVATIONS FOR SIDING 1 _ --MAI sk A 4 s VENTILATE ATTIC AREAS OTHER THAN a 24" OG. THE EAST SIDE OF THE CATHEDRAL LOL CEILING ON THE EAST SIDE OF THE PROVIDE 1.5" HOLES NEW LIVING ROOM WITH EAVE VENTS 0 PEW'd0 .r - MFR. BY FQANDGUARD USING MODEL AT PLYWOOD CRIPPLE #UE2051-EB EACH VENT PROVIDES 36.5 NFVA. N) 2X6 G.J. 4 CALCULATION: WALL PER SECTION 1-165 50. FT. OF ATTIC AREA a I6" OG. 7 868/300= 5.2 50. FT. of NFVA REG'D. or A/4. HOLES WILL 5.2x144= 465 5Q. IN. of NFVA O 465/2= 233 LOW NFVA REO'D. PROVIDE 14.13 5Q. 233/36.5= 6.38 (7) 10 INSTALL (7) EAVE VENTS EQUALLY AROUND NEW PORTION OF HOUSE. DO NOT INSTALL INCHES OF NFVA WHERE OTHER VENTILATION DEVICES ARE C5]2 SPECIFIED ON THESE PLANS. PER RAFTER BAY. 1'-6" O.H. ! a 056:2: ' EXISTING DORMER EXISTIN DORMER -(N) 6X6 KING EXISTING DORMER P05T 5UPPOR RIDGE BM. w/ &C,005 - SDS 5 arm Ir I ry ® Lc [t ILL �0I\ m 4 S /(N) w/ BOT. a 7' APV. F.F. - I 6 RAFTERS (N) II 7/8" BGI RAFTERS s 24" OC. a 24" OG. LOL PROVIDE 1.5" HOLES 0 PEW'd0 .r - FRAMING PLAN AT PLYWOOD CRIPPLE N) 2X6 G.J. 4 WALL PER SECTION a I6" OG. 7 A/4. HOLES WILL A O m LC PROVIDE 14.13 5Q. 10 LL INCHES OF NFVA RAFTER to RAFTER vJry �� PER RAFTER BAY. m O �I VENTILATE RIDGE LINES Zco BY INSTALLING RIDGE VENT mQ > O 3 ❑ #RV2031. (17 50. IN./FT. NFVA) 6X6 UPPER P05T w/ 0005 -6 5D5 2.5 � i d)I F X u - FULL HEIGHT 1 5/4" X 5 1/2" � O -. fQ � X m KING STUDS W 3 X nw z � q I 52 I � 1 5/4" X 16" LVL 2 PLY EXIST. PORCH 5M. T. N 0 0) LO (N) LOFT OUTLINE LOL SEE UPPER LOFT 0 PEW'd0 .r - FRAMING PLAN ca i 53 U (N) 11115" BGI RAFTERS 0 24" OC. O �z \ LSTXI5 STRAP W w RAFTER to RAFTER U O EACH BAY O �I VENTILATE RIDGE LINES Zco BY INSTALLING RIDGE VENT BY BRANDOAURD MODEL O 3 ❑ #RV2031. (17 50. IN./FT. NFVA) 6X6 UPPER P05T w/ 0005 -6 5D5 2.5 � i d)I F X u - FULL HEIGHT 1 5/4" X 5 1/2" X -. fQ LVL -(3 PLY) KING STUDS W (GI) -EXISTING ROOF LINE -NEW ROOF LINE 1� PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES IR A '�I AMED FOS 4 c0D G IAPIANCE D �.TE __�pj ; tr BY G .0 VENTILATE RAFTER SPACES ALONG THI5 WALL BY I N5TALL I NO (3) BRANDOUARD #FP2021 VENTS PER EA. RAFTER BAY. CALCULATION: RAFTER BAY AREA: 23.4 50. FT. EA. 23.4/300=.08 50. FT. NFVA REa'D. or .08x144=11.52 5Q. IN. NFVA 1152/2=5.1550. IN. NFVA REQ'D. HIGH 4 LOW (3)BRANDOUARD #FP2021 PROVIDES 6 5Q. IN. 1'-O" O.H. ROOF PLAN NOTES: I. ROOF FRAMING SHALL BE AS SHOWN. 6X8 d.f. bxl d.f. 2. ROOF PITCH SHALL BE AS SHOWN. _ #1 HDR. #i 10) #1 HDR. p,} I,' 4. ROOF O.H. SHALL BE A5 SHOWN. -! O HU0612 5. ROOF COVERING SHALL BE: ASPHALT COMP051TION SHINGLES o/ 1/2" = 8 TYP. a FULL HEIGHT v GN1x- GDX (32/1(o) OR 055, STAGGER JOINTS AND RUN PERPENDICULAR TO= O cJ2 KING STUDS TH15 WALL . 4.CAU! ROOF FRAMING. NAIL w/ 8d's, b" O.G. EDGE 4 BOUNDRY, 12" O.G. FIELD. *`r ; 6. PROVIDE ATTIC VENTILATION OF 1 50. FT. OF NET FREE AREA 4 PER 300 50. FT. OF ATTIC AREA 4 PER ROOF PLAN 4 BUILDING SECTIONS. 1/411 = 1'-0" N T_ 0) N 0 0) LO 400 O LOL C 0 PEW'd0 .r - ca O U O �z W w U O O �I H Zco LO O 3 ❑ Date 1-21-15 Job PEDERSEN ADD 1 TI ON SHEET _a of 6 ❑ 10 0 H ^H H o �z W w 0 I O �I H 00 N O �-�--I C) W W Date 1-21-15 Job PEDERSEN ADD 1 TI ON SHEET _a of 6 ❑ 10 WEST ELEVATION INSTALL EAVE VENT5 PER ROOF PLAN SEE EXTERIOR— ELEVATION5 FOR 51DINO ASPHALT COMPOSITION 54NOLE5 o/ 1/2" — CDX (52/1(o) OR OSB, 5TA(5i7ER JOINTS AND RUN PERPENDICULAR TO ROOF FRAMING. NAIL w/ 5d's, 6" O.G. EDOE B BOUNDRY, 12" O.G. FIELD. 5EE ROOF PLAN R-58 IN5UL. AT NEW CEILINGS 12 3 (N) 5/5" SYP.- BD. ® CL55, TYP. (N) 1/2" GYP. BD.— ® WALLS, TYP. O NEW DININc3 R-Iq AT NE' J EXTERIOR WALL5 FOUNMATION PLAN R-Iq AT NEEW EXTERIOR WALLS 2X6 5TL D5 ® 16" O.G. SECTION A/5 RIDGE VENT PER ROOF PLAN PROVIDE AGGE55 TO NEW AT AREA ABOVE DINING ROOM. REMOVE EXISTING 5HEATHINS HERE TO CREATE A 22"x5V AGGE55. EX15T. MASTER BEDRM. STING CONSTRUCTION AGGE55 TO TH15 ATTIC, PROVIDED BY EXISTING ATTIC, AGGE55 SHOWN ON FLOOR PLAN. EAST ELEVATION Tj BUTTE COUNTY D Jr` OP 1 NIT REVI ENED FC -)"117", CODE G"frVi'l-I DATE -- ���r SOUTH ELEVATION 1/411 = 1 V-011 E, I t eo 1 E I E, v? v 01 1 ❑ N O') N LO M LO �J c s 0 r�t� 4P' 1 CL ❑ ❑ Date 1-21-I5 Job FEDERSEN ADDITION ❑ ❑ SHEET 3 of 6 13,❑ Q v O o �z Z r , O w w M L0 d ❑ ❑ ❑ ❑ Date 1-21-I5 Job FEDERSEN ADDITION ❑ ❑ SHEET 3 of 6 13,❑ O o �z r , O w w C/) V L U O O O I o I—i o � WQ co o wo .oco w ❑ ❑ Date 1-21-I5 Job FEDERSEN ADDITION ❑ ❑ SHEET 3 of 6 13,❑ 7P THE TOTAL WATTAe=- 5HALL BE HleH EFF!GAGY. HIO -H LAMP QTY. HIGH EFFICACY OR LOW EFFICACY EFFICACY WATTAGE WATTAGE WATTAGE INET YES 20 x 5 - 100 OR IT CAN —YE -5 26 X 9 - 182 OR ,DANT o/ BAR NO 75 X 5 - OR 225 X OR X _ OR (COMPLIES if A _> B) TOTAL: A: 282 B: 225 ELECTRICAL SYMBOLS 51NOLE POLE SNITCH 3 THREE WAY SNITCH D RHEOSTAT 5WITGH r TIMER 5WITGH tms MANUAL MOTION SENSOR DUPLEX RECEPT. (� 220 VOLT OUTLET DUPLEX SPLIT WIRED QUAD. RECEPT. NOTE: IN ADDITION TO NEW L15HTINO SHOWN INSTALL NEW SAS LAMPS AT KITCHEN PER OWNER DIRECTION. VISIT www.solarsynergystore.com NOTE: INSTALL AT BASEMENT yup A NEW SUB PANEL FOR 6171 FUTURE SHOP. -(�- GLS. MTD. F I XT. RECESSED GLS. FIXT. WALL MTD. FIXTURE HIGH EFFICACY FIXTURE WALL SCONCE }---� UNDER CABINET LIOHTINO GEILINO FAN ® SMOKE DETECTOR CMD O IIOv CARBON MONOXIDE EXHAUST FAN LO DW I � I I J N TM - Cy) 07 N d7 00LO con LO 0 O M C it Ri 40- ct GMM Q WPn OF 5171 5171 =0 5F I i I I I NOTE: INSTALL NEW OF RECPT. AT SOFFIT AS NEEDED FOR CHRI5TM� LIGHTING. INSTALL INC SWITCH W LABEL. °AWP GFI NOTE: ALL EXTERIOR OUTDOOR LIGHTS SHALL BE H16H EFFICACY LUMINARIES OR LOW EFFICACY (INCANDESCENT) LUMINARIES CONTROLLED BY A MANUAL-ON/OFF 5WITGH WITH A PHOTOCELL AND MOTION SENSOR. PERMIT # DAT 'oft V3, � ,. t w FY �- ELECTRICAL PLAN NOTES, I. PROVIDE TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH GIRGUT5 EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. IN ADDITION TO THE NUMBER OF BRANCH G I RCUT5 REOU I RED BY NOTE NUMBER I ABOVE AT LEAST ONE 20 -AMP BRANCH GIRGUT SHALL BE PROVIDED TO SUPPLY THE REMODELED BATH ROOM RECEPTACLE OUTLET(5) SUCH GIRGUT5 SHALL HAVE NO OTHER OUTLETS. 5. PROVIDE BRANCH CIRCUITS W (4) WIRES TO ELECTRIC GOOK STOVES WHERE OCCURS. 4. PROVIDE AND INSTALL CARBON MONOXIDE DETECTORS/ALARMS AS SHOWN ON ELECTRICAL FLOOR PLAN AND UPPER LEVEL FLOOR PLANS. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND WITH BATTERY BASK -UP. ALL DETECTORS AND ALARMS SHALL BE INTERCONNECT ALL DETECTORS SHALL BE INTERCONNECT ALL ALARM5/DETEGTOR5 IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE HOME. 5. ALL 120 VOLT, 51NOLE PHASE, 15 4 20 AMP BRANCH CIRCUITS SUPPLING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS LIVING ROOMS, LIBRARIES, DENS, RECREATION ROOMS, HALLWAYS, CLOSETS OR 51MILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUIT INTERUPTER (AFCI) PER GEC210.I2. 6. FIXTURES, LAMP HOLDERS AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 LBS. OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 5F-0.410.15 (a). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING FANS PER 2010 SEG. 514.2'1 (a$d) 7. ALL NEW 125 VOLT, 51NOLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. 5. BATHROOMS AND LAUNDRY ROOM AND ALL CLOSET HIGH EFFICACY LUMINAIRES SHALL BE CONTROLLED WITH MANUAL-OWAUTOMATIC-OFF OCCUPANCY SENSORS. Q. RECESSED FIXTURES INSTALLED IN INSULATED CEILIN55 ARE IGAT AND CERTIFIED ASTM E2a5 OR EQUIVALENT. INSTALLATION 15 AIRTIGHT (CAULKING, OA5KET5) 10. PROVIDE A BATHROOM FAN THAT SHALL COMPLY WITH THE FOLLOWING: A. Fan shall be ENERGY STAR compliant and be ducted to terminate outside the building. B. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range of:C.; 50 percent to a maximum of 80 percent. A humidity control may utilize manual or automatic means of adjustment. b. A humidity ccntrol may be a separate component to the exhaust fan and is not reRuired to be integral SECTION CSB50 4506 11. ALL 125 VOLT, SINGLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. PER GEC Art. 210.12(A) E I e c t 0 1 F, I 1c) ❑ ❑ U �I 3 0 U O L M ELECTRICAL SYMBOLS 51NOLE POLE SNITCH 3 THREE WAY SNITCH D RHEOSTAT 5WITGH r TIMER 5WITGH tms MANUAL MOTION SENSOR DUPLEX RECEPT. (� 220 VOLT OUTLET DUPLEX SPLIT WIRED QUAD. RECEPT. NOTE: IN ADDITION TO NEW L15HTINO SHOWN INSTALL NEW SAS LAMPS AT KITCHEN PER OWNER DIRECTION. VISIT www.solarsynergystore.com NOTE: INSTALL AT BASEMENT yup A NEW SUB PANEL FOR 6171 FUTURE SHOP. -(�- GLS. MTD. F I XT. RECESSED GLS. FIXT. WALL MTD. FIXTURE HIGH EFFICACY FIXTURE WALL SCONCE }---� UNDER CABINET LIOHTINO GEILINO FAN ® SMOKE DETECTOR CMD O IIOv CARBON MONOXIDE EXHAUST FAN LO DW I � I I J N TM - Cy) 07 N d7 00LO con LO 0 O M C it Ri 40- ct GMM Q WPn OF 5171 5171 =0 5F I i I I I NOTE: INSTALL NEW OF RECPT. AT SOFFIT AS NEEDED FOR CHRI5TM� LIGHTING. INSTALL INC SWITCH W LABEL. °AWP GFI NOTE: ALL EXTERIOR OUTDOOR LIGHTS SHALL BE H16H EFFICACY LUMINARIES OR LOW EFFICACY (INCANDESCENT) LUMINARIES CONTROLLED BY A MANUAL-ON/OFF 5WITGH WITH A PHOTOCELL AND MOTION SENSOR. PERMIT # DAT 'oft V3, � ,. t w FY �- ELECTRICAL PLAN NOTES, I. PROVIDE TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH GIRGUT5 EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. IN ADDITION TO THE NUMBER OF BRANCH G I RCUT5 REOU I RED BY NOTE NUMBER I ABOVE AT LEAST ONE 20 -AMP BRANCH GIRGUT SHALL BE PROVIDED TO SUPPLY THE REMODELED BATH ROOM RECEPTACLE OUTLET(5) SUCH GIRGUT5 SHALL HAVE NO OTHER OUTLETS. 5. PROVIDE BRANCH CIRCUITS W (4) WIRES TO ELECTRIC GOOK STOVES WHERE OCCURS. 4. PROVIDE AND INSTALL CARBON MONOXIDE DETECTORS/ALARMS AS SHOWN ON ELECTRICAL FLOOR PLAN AND UPPER LEVEL FLOOR PLANS. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND WITH BATTERY BASK -UP. ALL DETECTORS AND ALARMS SHALL BE INTERCONNECT ALL DETECTORS SHALL BE INTERCONNECT ALL ALARM5/DETEGTOR5 IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE HOME. 5. ALL 120 VOLT, 51NOLE PHASE, 15 4 20 AMP BRANCH CIRCUITS SUPPLING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS LIVING ROOMS, LIBRARIES, DENS, RECREATION ROOMS, HALLWAYS, CLOSETS OR 51MILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUIT INTERUPTER (AFCI) PER GEC210.I2. 6. FIXTURES, LAMP HOLDERS AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 LBS. OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 5F-0.410.15 (a). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING FANS PER 2010 SEG. 514.2'1 (a$d) 7. ALL NEW 125 VOLT, 51NOLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. 5. BATHROOMS AND LAUNDRY ROOM AND ALL CLOSET HIGH EFFICACY LUMINAIRES SHALL BE CONTROLLED WITH MANUAL-OWAUTOMATIC-OFF OCCUPANCY SENSORS. Q. RECESSED FIXTURES INSTALLED IN INSULATED CEILIN55 ARE IGAT AND CERTIFIED ASTM E2a5 OR EQUIVALENT. INSTALLATION 15 AIRTIGHT (CAULKING, OA5KET5) 10. PROVIDE A BATHROOM FAN THAT SHALL COMPLY WITH THE FOLLOWING: A. Fan shall be ENERGY STAR compliant and be ducted to terminate outside the building. B. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range of:C.; 50 percent to a maximum of 80 percent. A humidity control may utilize manual or automatic means of adjustment. b. A humidity ccntrol may be a separate component to the exhaust fan and is not reRuired to be integral SECTION CSB50 4506 11. ALL 125 VOLT, SINGLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. PER GEC Art. 210.12(A) E I e c t 0 1 F, I 1c) ❑ ❑ DUPLEX RECEPT. (� 220 VOLT OUTLET DUPLEX SPLIT WIRED QUAD. RECEPT. NOTE: IN ADDITION TO NEW L15HTINO SHOWN INSTALL NEW SAS LAMPS AT KITCHEN PER OWNER DIRECTION. VISIT www.solarsynergystore.com NOTE: INSTALL AT BASEMENT yup A NEW SUB PANEL FOR 6171 FUTURE SHOP. -(�- GLS. MTD. F I XT. RECESSED GLS. FIXT. WALL MTD. FIXTURE HIGH EFFICACY FIXTURE WALL SCONCE }---� UNDER CABINET LIOHTINO GEILINO FAN ® SMOKE DETECTOR CMD O IIOv CARBON MONOXIDE EXHAUST FAN LO DW I � I I J N TM - Cy) 07 N d7 00LO con LO 0 O M C it Ri 40- ct GMM Q WPn OF 5171 5171 =0 5F I i I I I NOTE: INSTALL NEW OF RECPT. AT SOFFIT AS NEEDED FOR CHRI5TM� LIGHTING. INSTALL INC SWITCH W LABEL. °AWP GFI NOTE: ALL EXTERIOR OUTDOOR LIGHTS SHALL BE H16H EFFICACY LUMINARIES OR LOW EFFICACY (INCANDESCENT) LUMINARIES CONTROLLED BY A MANUAL-ON/OFF 5WITGH WITH A PHOTOCELL AND MOTION SENSOR. PERMIT # DAT 'oft V3, � ,. t w FY �- ELECTRICAL PLAN NOTES, I. PROVIDE TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH GIRGUT5 EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. IN ADDITION TO THE NUMBER OF BRANCH G I RCUT5 REOU I RED BY NOTE NUMBER I ABOVE AT LEAST ONE 20 -AMP BRANCH GIRGUT SHALL BE PROVIDED TO SUPPLY THE REMODELED BATH ROOM RECEPTACLE OUTLET(5) SUCH GIRGUT5 SHALL HAVE NO OTHER OUTLETS. 5. PROVIDE BRANCH CIRCUITS W (4) WIRES TO ELECTRIC GOOK STOVES WHERE OCCURS. 4. PROVIDE AND INSTALL CARBON MONOXIDE DETECTORS/ALARMS AS SHOWN ON ELECTRICAL FLOOR PLAN AND UPPER LEVEL FLOOR PLANS. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND WITH BATTERY BASK -UP. ALL DETECTORS AND ALARMS SHALL BE INTERCONNECT ALL DETECTORS SHALL BE INTERCONNECT ALL ALARM5/DETEGTOR5 IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE HOME. 5. ALL 120 VOLT, 51NOLE PHASE, 15 4 20 AMP BRANCH CIRCUITS SUPPLING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS LIVING ROOMS, LIBRARIES, DENS, RECREATION ROOMS, HALLWAYS, CLOSETS OR 51MILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUIT INTERUPTER (AFCI) PER GEC210.I2. 6. FIXTURES, LAMP HOLDERS AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 LBS. OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 5F-0.410.15 (a). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING FANS PER 2010 SEG. 514.2'1 (a$d) 7. ALL NEW 125 VOLT, 51NOLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. 5. BATHROOMS AND LAUNDRY ROOM AND ALL CLOSET HIGH EFFICACY LUMINAIRES SHALL BE CONTROLLED WITH MANUAL-OWAUTOMATIC-OFF OCCUPANCY SENSORS. Q. RECESSED FIXTURES INSTALLED IN INSULATED CEILIN55 ARE IGAT AND CERTIFIED ASTM E2a5 OR EQUIVALENT. INSTALLATION 15 AIRTIGHT (CAULKING, OA5KET5) 10. PROVIDE A BATHROOM FAN THAT SHALL COMPLY WITH THE FOLLOWING: A. Fan shall be ENERGY STAR compliant and be ducted to terminate outside the building. B. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range of:C.; 50 percent to a maximum of 80 percent. A humidity control may utilize manual or automatic means of adjustment. b. A humidity ccntrol may be a separate component to the exhaust fan and is not reRuired to be integral SECTION CSB50 4506 11. ALL 125 VOLT, SINGLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. PER GEC Art. 210.12(A) E I e c t 0 1 F, I 1c) ❑ ❑ IIOv CARBON MONOXIDE EXHAUST FAN LO DW I � I I J N TM - Cy) 07 N d7 00LO con LO 0 O M C it Ri 40- ct GMM Q WPn OF 5171 5171 =0 5F I i I I I NOTE: INSTALL NEW OF RECPT. AT SOFFIT AS NEEDED FOR CHRI5TM� LIGHTING. INSTALL INC SWITCH W LABEL. °AWP GFI NOTE: ALL EXTERIOR OUTDOOR LIGHTS SHALL BE H16H EFFICACY LUMINARIES OR LOW EFFICACY (INCANDESCENT) LUMINARIES CONTROLLED BY A MANUAL-ON/OFF 5WITGH WITH A PHOTOCELL AND MOTION SENSOR. PERMIT # DAT 'oft V3, � ,. t w FY �- ELECTRICAL PLAN NOTES, I. PROVIDE TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH GIRGUT5 EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. IN ADDITION TO THE NUMBER OF BRANCH G I RCUT5 REOU I RED BY NOTE NUMBER I ABOVE AT LEAST ONE 20 -AMP BRANCH GIRGUT SHALL BE PROVIDED TO SUPPLY THE REMODELED BATH ROOM RECEPTACLE OUTLET(5) SUCH GIRGUT5 SHALL HAVE NO OTHER OUTLETS. 5. PROVIDE BRANCH CIRCUITS W (4) WIRES TO ELECTRIC GOOK STOVES WHERE OCCURS. 4. PROVIDE AND INSTALL CARBON MONOXIDE DETECTORS/ALARMS AS SHOWN ON ELECTRICAL FLOOR PLAN AND UPPER LEVEL FLOOR PLANS. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND WITH BATTERY BASK -UP. ALL DETECTORS AND ALARMS SHALL BE INTERCONNECT ALL DETECTORS SHALL BE INTERCONNECT ALL ALARM5/DETEGTOR5 IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE HOME. 5. ALL 120 VOLT, 51NOLE PHASE, 15 4 20 AMP BRANCH CIRCUITS SUPPLING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS LIVING ROOMS, LIBRARIES, DENS, RECREATION ROOMS, HALLWAYS, CLOSETS OR 51MILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUIT INTERUPTER (AFCI) PER GEC210.I2. 6. FIXTURES, LAMP HOLDERS AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 LBS. OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 5F-0.410.15 (a). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING FANS PER 2010 SEG. 514.2'1 (a$d) 7. ALL NEW 125 VOLT, 51NOLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. 5. BATHROOMS AND LAUNDRY ROOM AND ALL CLOSET HIGH EFFICACY LUMINAIRES SHALL BE CONTROLLED WITH MANUAL-OWAUTOMATIC-OFF OCCUPANCY SENSORS. Q. RECESSED FIXTURES INSTALLED IN INSULATED CEILIN55 ARE IGAT AND CERTIFIED ASTM E2a5 OR EQUIVALENT. INSTALLATION 15 AIRTIGHT (CAULKING, OA5KET5) 10. PROVIDE A BATHROOM FAN THAT SHALL COMPLY WITH THE FOLLOWING: A. Fan shall be ENERGY STAR compliant and be ducted to terminate outside the building. B. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range of:C.; 50 percent to a maximum of 80 percent. A humidity control may utilize manual or automatic means of adjustment. b. A humidity ccntrol may be a separate component to the exhaust fan and is not reRuired to be integral SECTION CSB50 4506 11. ALL 125 VOLT, SINGLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. PER GEC Art. 210.12(A) E I e c t 0 1 F, I 1c) ❑ ❑ U �I 3 0 U O L M 13, 113 Date Job FEDERS[3 113 E N ,ADDITION SHEET of 6 W 13, 113 Date Job FEDERS[3 113 E N ,ADDITION SHEET of 6 GENERAL NOTES: I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING G0N5TRUGTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR SIMILAR GON5TRUGTION SHOWN ON PLAN. 4. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 5. ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED 15 51MP50N PRODUCTS OR APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR MAX LOADING. 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL GHECK ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK AFFECTED. 7. NO STRUCTURAL MEMBERS SHALL BE GUT, NOTCHED, OR OTHERWISE PENETRATED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON THESE DRAWINGS. 8. PROVIDE OPENINGS, CURBS, FRAMING AND/OR SUPPORTS FOR ITEMS INDICATED ON ANY OF THESE DRAWINGS. ci. DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL ENGINEER FOR ANY NEEDED CLARIFICATIONS. 10. STAIRS: RISE 4" MINIMUM TO 7.0" MAXIMUM; RUN II" MINIMUM; HEADROOM 6'-8" MINIMUM; WIDTH 36" MINIMUM PER GBG. 11. UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, LANDINGS AND RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 30" ABOVE GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG. 12. FOUR STEPS OR MORE REQUIRES A CONTINUOUS HANDRAIL 34" TO 38" ABOVE TREAD NOSING PER GBG. 13. PROVIDE ATTIC. ACCESS FOR ALL ATTIC, AREAS WITH 30" OR MORE IN HEIGHT, MIN. ACCESS SIZE 15 22"X30" OR 30"X30" WITH WALK, PLATFORM, AND LIGHT IF FAU IS IN ATTIC. 14. PROVIDE INSPECTION IN ACCORDANCE WITH GBG SECTION 108. 14.1. SPECIAL INSPECTION REQUIRED FOR EPDXY ANCHORS. 14.1.1. SPECIAL INSPECTIONS ARE TO BE DONE BY JARROD HOLLIDAY @ RANCHO ENGINEERING. DESIGN CRITERIA: I. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA: I.I. SEISMIC: -SEISMIC IMPORTANCE FACTOR: I -MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.614, SI = 0.230 -SEISMIC SITE GLASS: D -SEISMIC RESPONSE COEFFICIENTS: SDS = 0.536, SDI = 0.2ci7, Gs = 0.08q -SEISMIC, DESIGN CATEGORY: D -BASIC SEISMIC FORGE RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS -RESPONSE MODIFICATION FACTOR: R = 6.5 -ANALYSIS PROCEDURE: EQUIVALENT STATIC FORGE PROCEDURE 1.2. WIND: -WIND SPEED: 110 MPH -WIND EXPOSURE: G 1.3. LIVE LOADS -RESIDENTIAL FLOOR LOAD: 40 PSF SITE WORK AND FOUNDATION: I. FOUNDATION SOIL SHALL BE NATIVE UNDISTURBED SOIL OR ENGINEERED FILL AS PER THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE SPECIAL INSPECTED AND A PAD CERTIFICATION FROM THE TESTING AGENCY SHALL BE PROVIDED. 2. IF NO GEOTECHNICAL REPORT WAS PROVIDED, DESIGN IS BASED ON LOCAL JURISDICTION ALLOWABLE LOAD5 AND RECOMMENDATIONS. 3. GRADING SHALL BE PROVIDED TO ACCOMPLISH A 5% SLOPE AWAY FROM HOUSE FOR A MINIMUM OF 10'. 4. NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. 5. PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED CONCRETE AT POWER METER LOCATION. CONCRETE: I. THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI PER GBG. 2. ALL GEMENT USED SHALL CONFORM TO ASTM G-150 STANDARDS. 3. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" BELOW TOP OF STEM WALL AND 3" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT 18" O.G. 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 REINFORCING BAR OR WIRE MESH. PROVIDE WATERPROOF MEMBRANE BETWEEN SLAB AND ROCK BASE AT ALL LIVING AREAS OR AS RECOMMENDED BY 501 L5 REPORT. 5. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT CONCRETE AND5 ASTM G-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 CURING COMPOUND. 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC. q. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE WALKS, SLABS, AND OTHER FLAT WORK. 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER ASTM G-134. 5 SACKS OF GEMENT PER CU51C YARD OF CONCRETE. GEMENT TO BE PER ASTM 0-150 TYPE I OR 2. REINFORCING STEEL: I. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED EIRE FABRIC 15 TO BE ASTM A185 WITH LAPPING OF 1 1/2 SPACES. 2. ALL BARS SHALL BE DEFORMED PER ASTM A305. 3. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER BOND IMPAIRING MATERIALS. 4. ALL BENDS SHALL BE MADE GOLD. 5. SPLICING OF BARS IN CONCRETE SHALL HAVE LAPPING OF 30 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. SPLICING OF BARS IN MASONRY SHALL HAVE LAPPING OF 40 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. 6. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE, NO WET SETTING WILL BE ALLOWED. ANCHOR BOLTS: 1. TYPICAL SIZE AND SPADING SHALL BE 1/2" (P WITH A MINIMUM OF 7" EMBED INTO THE FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR SINGLE STORY AND 48" O.G. MAX FOR TWO STORY BUILDINGS. 2. PLATE WASHERS A MINIMUM SIZE OF 3"X3"XO.22' i" SHALL BE USED ON EA. BOLT. 3. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL AT ALL HOUSE AND GARAGE PERIMETER WALLS AND AT ALL INTERIOR SHEAR WALLS. 4. FOUNDATION SILL AT INTERIOR NON -SHEAR WALLS MAY USE SHOT PINS FOR CONNECTION TO SLAB. SHOT PINS MUST BE 0.140" SHANK DIAMETER WITH 0.300" HEAD DIAMETER AND WASHER AND A MINIMUM OF 2.5" LONG. 5. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12" OF EACH END, OR TWO BOLTS BETWEEN HOLDOWNS. 6. AS A REPAIR FOR MISPLACED OR MISSING ANCHOR BOLTS SIMP50N 5/8"X7" WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR MUST BE EMBEDDED A MINIMUM OF 4.5" INTO THE CONCRETE WITH AN EDGE DISTANCE OF 2.5". INSTALL ANCHORS PER MANUFACTURES SPEC I F I GAT I ON5. HOLDOWNS: I. ALL HOLDOWN5 ARE SIMPSON STRONG -TIE OR EQUIVALENT. 2. LOCATION OF HOLDOWNS ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, TYPE OF HOLDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION. 3. ALL HOLDOWNS ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. LUMBER AND CARPENTRY: I. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD GRADING RULES NO. 16 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM MOISTURE CONTENT OF q%. 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR G -D GRADE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. 3. STRUCTURAL PLYWOOD MAY BE SUBSTITUTED WITH AN EQUIVA_ENT APA RATED ORIENTED STRAND BOARD (OSB). 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RESISTANT MATERIAL. 5. STRUCTURAL MEMBERS SHALL NOT BE GUT OR NOTCHED UNLESS SPECIFICALLY NOTED OR DETAILED OR IS IN ACCORDANCE WITH THE GBG. 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED. 7. CR055-BRIDGING SHALL BE PROVIDED AT 8' O.G. FOR DIMENSIONED FLOOR JOIST OVER 10" IN DEPTH. GROSS -BRIDGING SHALL BE PROVIDED AT 10' O.G. FOR DIMENSIONED ROOF RAFTERS OVER 10" IN DEPTH. USE SOLID BLOCKING OR AN APPROVED METAL TYPE BRIDGING. 8. ALL NAILING TO BE PER GBG TABLE 2304.ci.1, UNLESS OTHERWISE NOTED. ci. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGER ALL PLYWOOD PANELS A MINIMUM OF 4'. 10. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. AS REQUIRED AND REQUESTED BY THE GENERAL CONTRACTOR. II. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB ON METAL POST BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREADED WOOD.) POSTS OR COLUMNS RESTING ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8" ABOVE GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH A SIMPSON PBS ANCHOR OR EQUIVALENT, UNLESS NOTED OTHERWISE. 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 36" IN WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 3' TO 6' IN WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6'. 13. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRU55 OR RAFTER. 14. PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. 15. BOLTS FOR TIMBER GONNEGTIONS SHALL BE ASTM A507 MACHINE BOLTS UNLESS OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD GONSTRUGTION BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16" SMALLER THAN THE BOLT DIAMETER. 16. HOLES FOR LAG SCREW SHANK SHALL BE THE SAME DIAMETER AND LENGTH AS THE SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 70% OF THE SHANK DIAMETER. 17. PROVIDE MALLEABLE IRON WASHERS OR OUT PLATE WASHERS UNDER NUTS AND BOLT OR LAG SCREW HEADS THAT BEAR ON WOOD. 18. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 75% OF THE NAIL SHANK DIAMETER. Iq. INSTALL FIRE BLOCKS TO GUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC, SPACES. FIRE BLOCKS SHALL BE OF 2" NOMINAL THICKNESS. LOCATION OF FIRE BLOCKS ARE AS REQUIRED BY THE GBG. 20. ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL BEARING TO FOUNDATION UNLESS OTHERWISE NOTED. 21. ALL WALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID BLOCKING, UNLESS NOTED OTHERWISE. 22. PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS AS REQUIRED. 23. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS AND AT SHEAR WALLS. 24. REFER TO MANUFACTURES SPECIFICATIONS FOR DRILLING AND GUTTING HOLES IN WE55 OF MANUFACTURED I -JOISTS. 25. EXCEPT WHERE PLANS SHOW SPECIFIC, FRAMING ALL FRAMING SHALL COMPLY WITH THE GBG CHAPTER 23, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. 26. FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.7 27. GLUE -LAMINATED BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH THE GBG 1704.6.2. SHEAR NALL S�HEDULE WALL SYSTEM STRENGTH: 173 PLF SEISMIC 173 PLF WIND 3/b" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. @ EDGES 12" O.G. @ FIELD 1/2 cP ANCHOR BOLT SPACING 72 W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d @ 6" O.G. (COMMON, BOX OR SINKER) LN ALL SYSTEM STRENGTH: 260 PLF SEISMIC 260 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" G.G. @ EDGES 12" O.G. @ FIELD 1/2"0 ANCHO'Z BOLT SPACING 48" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d @ 4" O.G. (COMMON, BOX OR SINKER) ALL SYSTEM STRENGTH: 364 PLF SEISMIC LN 511 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. @ EDGES 12" O.G. @ FIELD 1/2"<V ANCHOR BOLT SPACING 24" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d @ 3" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 532 PLF SEISMIC D' SEE NOTE 1 744 PLF WIND 3/8" 5TRUC•TURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 4" O.G. @ EDGES 12" O.G. @ FIELD 1/2"cP ANCHOR BOLT SPACING 16" W/ 2X P.T. SILL 5/8"cV ANCHOR BOLT SPACING 24" W/2X P.T. SILL SILL SHEAR TRANSFER NAILING (2) ROWS 16d @ 4" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 686 PLF SEISMIC E SEE NOTE I c5ci WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) (2) SIDES NAILING: IOd (COMMON OR HOT DIPPED GALVANIZED 3" O.G. @ EDGES 12" O.G. @ FIELD 1/2 0 ANCHOR BOLT SPACING 13 W/ 2X P.T. SILL 5/8"0 ANCHOR BOLT SPACING 18" W/2X P.T. SILL SILL SHEAR TRANSFER NAILING (2) ROWS 16d @ 3" O.G. (COMMON, BOX OR SINKER) TYF. SHEAR l ALL NOTES I. FOR SHEAR WALL TYPES D & E FOUNDATION SILL PLATES AND ALL FRAMING RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3x MEMBER. NAILING TO 3x MEMBERS SHALL BE STAGGERED. 2. WHEN T-1-11 SIDING 15 USED FOR SHEAR PLY. INSTALL DOUBLE STUDS STITCH NAILED WI/ 16d'S @ 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. 5. PLATE WASHERS TO BE WITHIN 1/2" OF PLY5IDE OF SILL PLATE FOR ALL ANCHOR BOLTS. TYF I SAL FRAM I NO NOTES I. ALL HEADERS @ INTERIOR BEARING 1^4ALLS $ EXTERIOR WALLS ARE 4X12 OR 6X8 UNO. 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS AND BEAMS SHALL BE NAILED TOGETHER WITH 2 ROWS 16d'S @ 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 MATCHING POSTS EXTENDING TO SUPPORTING BEAM OR FOUNDATION BELOW. 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUCTS OF 51MPSON STRONG -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. IX4 GROSS 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 OVERFRAMING THE LOWER ROOF SHEATHING SHALL BE CONTINUOUS EXCEPT WHERE 22"X30" ACCESS IS REO 'D. ci. ALL FASTENERS PENITRATING PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. T1'F I SAL LUMBER ORADES� o H o zz �z I. 2X, 4X BEAMS, HEADERS AND POSTS DF#2 OR BETTER. Q Q- z < O W S W N W O vO � -t-()Z WQ1 W Qwz2z�vaQ=r- >1 F-<w�QpZ 2. 6X BEAMS, HEADERS AND POSTS DF#I OR BETTER. Z O O Z tY_ v p IY J W ��-du�R�z�JO�zLL z4�> 3. 2X JOISTS AND RAFTERS DF#2 OR BETTER. Z X � � Lu <Ow Lu 0 Z } Q Q p o Q U p~wz=OzIL _j�zzz< 4. 2X STUDS 10' MAX HEIGHT DF#3 OR BETTER. Z i- IL p � ILO v Z m Q Q W Q wW0)jzju wLu Lu -zw in 5. 2X4 STUDS 14' NONBEARING DF#2 OR BETTER.1 Z w m w Z O to cfl O v Qu<zZ -Z "Ihz)_ -z9vz ZIL zt-L14 Zo<w�4>Rw 6. 2X6 STUDS I5' MAX HEIGHT STUD GRADE OR BETTER. 4 w O O = w d w z Q -a w O 0C�IYOVN�F �I �ILF-ILOLV<< 7. 2X6 5TUD5 20' NONBEARING DF#2 OR BETTER. (� 8. GLUE LAMINATED BEAMS 24F -V4 WITH 2000' RADIUS. I� Q. PARALLEL STRAND LUMBER (PSL) Fb=2100 PSI Fv=21:`I0 PSI E=2.OX10�6 PSI 10. LAMINATED STRAND LUMBER (LVL) \i Fb=2600 PSI Fv=285 P51 E=1.8X106 PSI II. ROOF PLY TO BE 1/2" GPX (32/16) OR OSB STAGGER JOINTS RUN PERPENDICULAR TO ROOF FRAMING. NAIL WITH 8d'S 6" O.G. @ EDGES i AND BOUNDARY 12" O.G. FIELD UNO. 12. FLOOR PLY. TO BE 3/4" T/G (48/24) OR EQUIVALENT 055 STAGGER JOINTS $ RUN PERPENDICULAR TO FLOOR FRAMING. GLUE AND FASTEN A WITH 8d'S O.G. @ EDGES AND BOUNDARY 12" O.G. FIELD UNO. I� RAFTER SGHEDULE TILE COMP. MEMBER: DF#2, OOF I NO ROOF I NO AX. ALLOW MAX. ALLOW. PAN. SPAN. GAL I FORN I A OVERFRAM I NO RAFTERS. 2X4 @ 24" O.G. 6'-q" 7'-3" 2X6 @ 24" O.G. 10'-3" 11'-6" 2X8 @ 24" O.G. 13'-0" 14'-1" 2X10 @ 24" O.G. 16'-O" 2X12 @ 24" O.G. 21'-0" HIP AND VALLEY RAFTERS 2X6 ci'-3" 10'-0" 2X8 10'-Q" I I' -a" 2X10 12'-3" 13'-6" 2X 12 < 15'-0" 1.75Xci.5 LVL 1.75X11.875 LVL 'JOIST GE I L I N0 5GHED. 2X4 @ 16" O.G. D1`#2 MAX. SPAN = 11'-O" 2X4 @ 24" O.G. DF#2 MAX. SPAN = 0'-3" 2X6 @ 16" O.G. DF#2 MAX. SPAN 2X6 @ 24" O.G. DF#2 MAX. SPAN 2X8 @ 16" O.G. DF#2 MAX. SPAN = 21'-O" 2X8 @ 24" O.G. DF#2 MAX. SPAN = 17'-3" 2X10 @ 16" O.G. DF#2 MAX. SPAN = 25'-3" 2X10 @ 24" O.G. DF#2 MAX. SPAN = 21'-6" BUTTE CCLNTY 1 3"� FOR d RANCHO ENO. JOB: 12-82 DRAWN BY: JH GKD.BY: JPH DATE: 01/20/15 REVISION: I DRAW I NO NUMBER 0 i -� v (A o 1 U < Lu ILL LIA LLI v i- �i- h Z l� LLJ w Z v op c� UA c� mm OEM UA � 4. s Q I O RANCHO ENO. JOB: 12-82 DRAWN BY: JH GKD.BY: JPH DATE: 01/20/15 REVISION: I DRAW I NO NUMBER I. 2X FRAMING OR 5 2"MIN. I. 2X BLOCKING AS �- O I. VERT BAR AT ALL POST AS REQU I RED REQ D FOR PLY } W � J z z w Q Q CORNERS AND SEE EDGE NAILING. z H 4d (22 MIN) BENDS. FOR HOEDOWN, _I 2"MIN. 2. ANCHOR BOLTS w �, O z W w O D- QOw= END 4 INTERSECTION PLAN SEE PLAN. w-w-O� w N= z= v p r } 1 d d + x + + O 2. (2) VERT BARS AT END OF WALLS. 2. PLY. SEE PLAN FOR REQUIREMENTS. 5. DOUBLE 2X TOP I PLATE WITH 4 -O MIN S. LIG . (14) 16d O w p 1- O ~O O 0 J W z = I- � � z � � z O = � lll� F- d z -� - Ott- = w d wr v wQo-'wu-o E- }<o 1 I ��2 �� �� 1 5. 2X WALL EACH SDE Or- z=��W�wvz��w�op0 _ 6 o 180 D �y - D/5 L/5 MIN. D FRAMING. 4 5PLIGE OR PLATE z E- D_ z K tL O v z � p d << � TYP. ci0° a0° 1550 MAX L=GER. SPAN MIN. 4. 2X FLOOR LOWER AND UPPER PLATE SPLICES MUST I BREAK. REQ'D o ALL EXT. AND INT. SHEAR w z � w ua z 0-th w t-w�wD_ NQuv�-< , DA O 0)_ o _jw O z - T-0 �dNwOv FRAMING, REFER TO OCCUR WITH A MINIMUM WALL LINES. u.� ZLUM . n 0 �t < z d- z w o L z i z- w z MIN. INSIDE MIN. INSIDE BAR SIZE BEND "D" BAR SIZE BEND "D.. I N I MANUFACTURESI RECOMMENDATIONS OF 4'-0" SEPARATION 4. HEADER SEE PLAN. z lk z f- D z o) < w lY Q > pL w w (Y O O = w w d -1 w lLU < _3 p 5D MAX. FOR MANUFACTURED 1 5. 2X STUDS O 16" lu O V N H lX H< lX Q Q #5 - #g 6d #3 - #5 4d _ p O.G. TYP. #q - #II 8d #6 - #8 6d I FLOOR JOIST PRODUCTS. 6. (2) TRIMMERS #14 #18 IOd TYPICAL STIRRUPS TIES I b REQ'D C OPENINGS 8'-O" OR LARGER. STANDARD BAR HOOKS ANGLE D/4 4 MAX. 5 -t. (2) <I NO STUDS REO'D a OPENINGS AND BENDS FOR CONCRETE: p LAP 50 BAR 5 oIILLS OR 24" MIN. U.O.N CORNER 8. ( ) 6 FOR G.M.U.: SINGLE CURTAIN PLAN SECTIONS OPENINGS 6'-O" OR LAP 48 BAR � 0.4 x DI aAR X S L PLATE U.O.N. MAX. P.T.D.F 16go MIN. TIE WIRE DI - qci 02,� a� TYP. CORNER/NOTCHES/HODS TYP. HOO<S BENDS I TYP. CONCRF_TE WALL 2 5 TYP I GAL WALL FRAM I N(---;? a I. SHEAR PLY AS I. ROOF PLY. I. SHEAR PLY A5 i I. ROOF PLY. 5. FLAT REQ'D SEE SHEAR WALL REQ'D SEE SHEAR OUTLOOKER @ 56" 1 SCHEDULE FOR PLY. 2. ROOF FRAMING. WALL SCHEDULE O.G. NAILING. FOR PLY. 4. SIMPSON LTP4 2. 2X STUDS o 16 5. 2X BLOCKING W/ NAILING. 2. 2X 5TUD5 16" FRAMING TO TOP O.G. (2) 8d EA. END PLATE o 24" O.G. 2 3. 16d o 16" O.G. 4 O.C. 5. 16d o 16" O.G. q 5. DOUBLE TOP I TYP. SEE SHEAR WALL SCHEDULE 4 4. SIMPSON HI EA RAFTER. TYP. SEE SHEAR PLATES 6. 2X STUDS 9 16" O 4 FOR SILL NAILING. � WALL HEDULEO.C.I� SC O 4. FLOOR PLY. 5. DOUBLE TOP 6 FOR SILL NAILING. 4. FLOOR PLY. 6 7. SHEAR PLY AS o i I 5. FLOOR .JOIST. 6. RIM JOIST. PLATES 7 5. FLOOR JOIST @ REO'D SEE SHC-AR WALL SCHEDULE t - II O T w 16 O.G. 6 1 7. SIMF50N LTP4 5 6. 2X STUDS 9 16" O.G. 6. 2X BLOCKING o FOR PLY. NAILING. 8. EDGE NAILING z Lu < W I 7 4 5 24" O.G. U.N.O. ONLY I F PLY. BREAK �. A55 0 48 O.G., MAX 60 q. 2X KICKER @ 8' U O cfJ LL OGGURE5 AT THIS LOCATION. 7. SHEAR PLY A5 REQ'D SEE 8 U.N.O 8. DBL TOP PLATES O.G. ATTACHED AT EA. END WITH JL i ' 1 q 8. BLOCKING C 48" 7 SHEAR WALL I q. STRAP WHERE OCCURS AT WALL 4 S SIMPSON A55 CLIP. 11J v fi O O.G. SCHEDULE FOR MAX 2X4 O O 7 q. 8d @ TOP AND PLY. NAILING. LINE F, PER PLAN OR SPECIAL TOP UNBRA"ED LENGTH II- i O BOT. NA I L I N6 6 15 6'-0" MAX 2X6 10. 8d EA. SIDE 8. EDGE NA I L I NO PLATE UNBRAGED LENGTH C 1 < 5 ICA OF BLOCK TOIO.EDOE PER PLAN NAL 7 I5 8 -O II PLATE. 11. EDGE NAIL 12. HOEDOWN STRAP SEE PLAN FOR ks) w LOCATION AND SIZE. � I SHEAR HD CONN. @ FLOOR SHEAR CONN. @ EAYE l SHEAR TRANSFER @ INTERIOR WALL -7 SHEAR CONN. @ CABLE 8 I. EXISTING ROOF I. DOUBLE 2X I. DOUBLE 2X FRAMING OR 4x c I. SHEAR FLY A� �,;. � i PLY. FRAMING OR 4x POST FOR HOLDOWN. NOTE: POST FOR HOEDOWN. I WALL SCHEDULE -] tI) 2. EXISTING ROOF 2. P.T. SILL PLATE. WHEN CRIPPLE WALL 1 OGGURE5 ALLTHREAD 2. P.T. SILL PLATE 3. ANCHOR BOLT W/ FOR PLY. NAILING. - (� m FRAMING. 5. ANCHOR BOLT W/ MAY BE EXTENDED A SXSX.22q PLATE 2. 2X STUDS ©16" 1- 4 SXSX.22q PLATE MAXIMUM OF 4'-0".4 WASHER, SEE SHEAR O.G. ' < d 5. EXISTING 2X BLOCKING W/ (2) WASHER, SEE SHEAR SCHEDULE FOR SIZE PROVIDE SOLID BEARING E.N. SCHEDULE FOR SIZE AND SPAG I NO. 5 O O 8d EA. END 5 AND SPAGINO. TO FOUNDATION FOR HOEDOWN POST. WHEN 4. SIMPSON HDU 6 �. 16d C 16 O.G. TYP. SEE SHEAR � - v m < >� 4. SIMPSON HI EA 4. SIMPSON HOLDOWN, SEE PLAN FOR SIZE q DISTANCE IS GREATER HOEDOWN, SEE PLAN FOR SIZE AND 4 WALL SCHEDULE .-; U) tie Lu RAFTER. 5 E N AND LOCATION. HOLDOWN 15 TO BE INSTALLED AT THE SILL LOCATION. FOR SILL NAILING. = F- (1 a INSTALL PER MANUFACTURES PLATE AND STRAP P05T5 = E.N. 5. FLOOR JOIST SEE 4. FLOOR PLY. 4 . 5. DOUBLE TOP PLATES SP#GIFIGATIONS. PER DETAIL 5/52 AT THE PLAN. 6. FLOOR PLY SEE O X 4 i 7 DOWEL FLOOR LEVEL. USE PLAN. 5. FLOOR JOIST ' 5 6. 2X STUDS @ 16 , -/ R OTWO POUR O.C.4 STRAP WITH EQUIVELENT a . 7 7. (1) #4 REBAR 12" O.G.. O.C. 4 4i°° d CONDITION. 6. OPTIONAL GOLD STRENGTH OF HOEDOWN. HDU2 = MST48 J WITHIN SHEAR GONE r 6. EDGE NAIL. 6 7. SHEAR PLY AS -•a I���li'� _ I JOINT FOR TWO POUR. HDU5 = MST60 ° OF A.B.'S, (1) #4 PERMIT# 3 O REQ'D SEE -Y O 6 I q 7. (I) #4 REBAR 6 (I STORY) REBAR TOP 4 BOTBUT U.N.O. BUTE 6 .:_,��T,�DEVU�Os�MENT Sr -?y- ' � SHEAR WALL O a i- a I a HA WITHIN SER GONE 8" (2 STORY) 8. SHEAR PLY. PER o VVED a - tLh I> SCHEDULE FOR PLY. NAILING. a `- Q I OF A.B.'S AND HOEDOWN, (I) #4 O O I ���# PLANS. q. SILL NAILING PER -;0P-1 OATE____ ' � F'�.Il C - cy d) a a I REBAR TOP a BOT a °_ as SHEAR SCHEDULE. 8. EDGE NAILING. - a _ U.N.O. c N b 10. BLK'O o 48" O.G. 5 12 (1 STORY) Pa. LANSAR PLY. PER - II. SIMPSON CNN ALLTHREAD SHEAR CONN. @ FLOOR 12 Esse I 7 1. ROOF PLY. IS" (2 STORY) q. OPTIONAL "T" 12" (I STORY) EXTENTION. HO SHAPED FOOTING I5" (2 STORY) 2. MANUFACTURED TRUSS. Q 66034 D + + + + 5.2X BOXED SHEAR P. os/ 6 SHEAR/HOLDOJ�IN CONN. @OUNI�ATI ON I I + + + + + + BAFFLE. PLY AND NAILING TO s civic NP q� OF CA -\F I SHEAR PLY A5 Al . REQ'D SEE SHEAR + + MATCH WALL 4 6 WALL SCHEDULE + + + + BELOW. 4. MAH SILL FOR PLY. NAILING. NAIL OF NAILING O. WALL J RANCHO ENO. OB: 12-82 2. 2X STUDS @ 16" + + + + + DRAWN BY: JH 5 8 O C 5 Doug E�TOP 5. SIMPSON A55 + + + + + + PLATES BLOCK TO TOP PLATES, (1) EA. + + + + O + + 6. SHE PLY CKD.BY: JFH 7 H REO'n SEE SHEAR BFLOOR - + + + + N ALL SCHEDULE + + + + + + + + + + 5 4. PLY. OR PLY NAILING. DATE: 01/20/15 5. FLOOR JOIST 12" �DGE 7. EDGE NAILING RECISION: 6 6. NAIL. 5 8. 5"� HOLE AS 7. DBL. TOP PLATES. 4 REQUIRED FOR 8. 2X BLOCKING, VENTALATION. DRAWING NUMBCR JOIST TO JOIST. I SHEAR CONN. @ EAVE SHEAR/HOLIDONN CONN. @ FOUNDATION 10 SHEAR CONN. @ FLOOR 14 SHEAR BAFFLE CONN. I� RAFTER FURL I N/RI DOE BEAM GONNEGTI ON I. LSTA18 EA. RAFTER TO RAFTER. 2. TJI BLOCKING 5. IOd'S (7) @ EACH END 4. ROOF PLY NOTE: WHEN CRIPPLE NALL 5. TOE NAILING OCCURES ALLTHREAD MAY BE EXTENDED A 6. RIDGE BEAM PER MAXIMUM OF 4'-0". PLAN PROVIDE SOLID BEARING TO FOUNDATION FOR 7. RAFTER PER PLAN HOLDONN POST. NHEN DISTANCE IS GREATER 8. BEVELED HOLDONN IS TO BE BEARING PLATE. INSTALLED AT THE SILL LL PLATE AND STRAP POSTS I:i. WEB STIFFENERS, PER DETAIL 5/52 AT THE BOTH SIDES FLOOR LEVEL. USE STRAP NITH EOUIVELENT STRENGTH OF HOLDONN. HDU2 = MST48 I. GUARD RAIL POST. 2. SIMPSON HANGER PER PLAN. 5. MOUNTING PLATE. 4. RIM JOIST. 5. JOIST PER PLAN. 6. 4X BLOCKING. 7. 5" SDS SGREHS. 8. 8" LAG SGREHS. Q. DECKING PER PLAN. 10. 2X8 BLOCKING. 6" (1 STORY) 8" (2 STORY) c. N cv HDU5 = MST60 12" (1 STORY) I _ 15" (2 STORY) SHEAR/HOLDONN CONN. @ FOUNDATION I. DOUBLE 2X FRAMING OR 4x POST FOR HOLDONN. 2. PTDF SILL PLATE 5. ANCHOR BOLT H/ 5X5X.22q PLATE HASHER, SEE SHEAR SCHEDULE FOR SIZE AND SPACING. 4. SIMPSON HDU HOLDONN, SEE PLAN FOR SIZE AND LOCATION. 5. FLOOR JOIST SEE PLAN. 6. FLOOR PLY SEE PLAN. 7. (1) #4 REBAR WITHIN SHEAR GONE OF A.B.'5, (1) #4 REBAR TOP 4 BOT U.N.O. 8. SHEAR PLY. PER PLANS. q. S I MPSON CNN $ ALLTHREAD . 10. SILL NAILING PER SHEAR SCHEDULE. II. EDGE NAILING PER PLAN. 12. DECK JOIST PER PLAN. 15. 2X LEDGER PER PLAN. 2 I. ROOF PLY. 2. ROOF FRAMING. 5. 2X BLOCKING N/ (2) 8d TO RAFTER © EA. END 4. SIMPSON A55 EA JOIST. 5. DOUBLE TOP PLATES 6. 2X 5TUD5 @ 16" O.G. 7. SHEAR PLY AS REO'D SEE SHEAR NALL SCHEDULE FOR PLY. NAILING. 8. EDGE NAILING �. TS18 PLATE TO BACKER BLOCK. 10. BACKER BLOCK PER MANUFACTURES SPECS. II. BEVELED BEARING PLATE. 12" (I STORY) 15" (2 STORY) CONN. @ FOUNDATION 1. SLAB AND REINFORCEMENT PER PLAN. 2. 2X P.T. LEDGER N/ (2) y2" A.B. @ 56" O.G. STAGGERED. 5. FLOOR JOIST SEE PLAN. 4. FLOOR PLY SEE PLAN. 5. (1) #4 REBAR TOP $ BOT U.N.O. 5 I OUARD RAIL PARALLEL TO -JOISTS 1 5 1 SHEAR CONN. @ EAVE I 6 I I I • C oll 2 5 6 7 Inv! O UARD RA I L PERi=END 1 CULAR TO JO 157 1. GUARD RAIL POST. 2. 51MP50N HANGER PER PLAN. 5. MOUNTING PLATE. 4. RIM JOIST 5. JOIST PER PLAN (b. 4X BLOCKING 7 5" SDS SCREHS. 8. 8" LAG SGREHS. 1:i. . FLOOR PLY PER PLAN. 21 PERMIT # TYD=VEf_OF'(4FLrS PI/ic R -EV- VVED F _ COD - �, r k DATE ! L IA NI N OZ LU w }J �< tnx thz JtA� ptJL�dOw=W�wOO��ww �wZzzivv0zta.-- z > oO►-VOTE �dw�00 zit=sO�- )-Z T ow4�-> IK d lY z I 2 tL WQ1L=24 d-wy1L(l�j dl� z=-t-w�woz�Ew�p0 z () z 1 OOZ=1.VQ`I l=1z d< ww`)�w0w�w�Zt�0�w ON}-uJwz�Oz d =Wzwc�i;�� ov<Zd-Zw "LZ�- F-z-orz zw z► -0 IXzo w <LUW050xu< tt�� l <-lWLU VV00j)Ii-xf�IxIL! (LD...IL/dd Z 0 all � z oll 2 5 6 7 Inv! O UARD RA I L PERi=END 1 CULAR TO JO 157 1. GUARD RAIL POST. 2. 51MP50N HANGER PER PLAN. 5. MOUNTING PLATE. 4. RIM JOIST 5. JOIST PER PLAN (b. 4X BLOCKING 7 5" SDS SCREHS. 8. 8" LAG SGREHS. 1:i. . FLOOR PLY PER PLAN. 21 PERMIT # TYD=VEf_OF'(4FLrS PI/ic R -EV- VVED F _ COD - �, r k DATE ! L IA NI N OZ LU w }J �< tnx thz JtA� ptJL�dOw=W�wOO��ww �wZzzivv0zta.-- z > oO►-VOTE �dw�00 zit=sO�- )-Z T ow4�-> IK d lY z I 2 tL WQ1L=24 d-wy1L(l�j dl� z=-t-w�woz�Ew�p0 z () z 1 OOZ=1.VQ`I l=1z d< ww`)�w0w�w�Zt�0�w ON}-uJwz�Oz d =Wzwc�i;�� ov<Zd-Zw "LZ�- F-z-orz zw z► -0 IXzo w <LUW050xu< tt�� l <-lWLU VV00j)Ii-xf�IxIL! (LD...IL/dd Z 0 � z Z Z < LL LL RANCHO ENO. JOB: 12-82 DRAWN BY: JH GKD.BY: JPH DATE: 01/20/15 INWINno I 0 z O 7- LA Q Ww wf�) LL LLAi lei A v < z O cly LuOO B L _ Q _ Q ® �Lj) L Lf) )X- II O RANCHO ENO. 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I m _D m J a ° 4. D -i m X _ M Z 0 0 to O 3 (a C 3 M 0 M 17 = O 3 fn N C V) 2 r-= 0 0 D y . 0 3 7 N -4 Z) W C I O 5 = Z n A O c 0 m C F d w m r- 0 n ■D] 1V= -D 0 0 _ fD j : 1 N i 3 m I R r (A o *3 D• -n m m 1=4 m O y0 e QL A 3 0 Z3 9 0) T a m EF "i O 1 IO (fl d m1' O1 C �" 0 L 21 2 Z: _� L r- a? T 3 T T , pD A ? 0 -TI m Rancho Engineering C O 03 pA 8 pO 8 zi p1` O A O Z (.J -a� a' na Side of Building) Wldth(R N ti ti SHGC Exterior Shading Status Verified Existing Condmon 1 2.m -- w D _ 0.67 v o' A 8 O 8 o ED W M � ro 2,i. m 0.55 .0.67 Existing No m ' -� 3 RZ1 I - 1 20.0 � 0.67 Existing No AC Rear Wan i �> a y Z 0.55 0.67 Existing JS Wkdowl Rear War - - 1 10.6 0.55 (o Z Existing No Window 5 Left Wall - -- 1 "D(_;'Z3 0.55 N C ((.AM o a cb ^ cn Front Wall - - 1 12.0 0.34.. M 4 0 Window 7 tu. 0 - - 1 10.5 0 0.87 Existing No Window 8 Right Wall 2 �,, - - - 1 12.0 0.55 0.67 Existing 3 D Wallow 9 Right Wall 2 ,'., y -- 1 12.0 0.55 0.67 Existing No Window 10 '0-n! rwag 2 ;• r --F- " "I111 d 0.67 Existing No Window i i !' }y Lan f -+' fir' ----lid' 0x �i y 10.0 •u* 0.5,x5 R c m T T 7 Z Q �` '�'( WA Window 13 1 -_ Fohr'Wal2i'`t'- T r 885 15.0*'- --014 -`0: Z WA Window 14 Front Wall 2 frail -- 1 15.0 0.34 0.34 New WA Window 15 ° -s (DD a(D �. j3 0.34 0.34 New WA Window 16 front Wall .� mmD - 1 18.8 0.34 3 hi New N/A -4a0 (D M_< - 13.8 0.34 0.34 New WA Window 18 Front Wall ) -- 1 € 0.34 0.34 o X ' Window 19 k -0 -- 1 12.0 �� � M� m �m c m Z O a o 15.0 0.34 0.34 New nFi ' Window 21 z @ f °11 3_4 - '� New WA Window 22 Right Wan 3 - - 1 15.0 0.34 0.34 New WA Window, 23 a - -Di 15.0 £k> 0.34 New WA Window 24 T rD 3za 15.0 �' '--I New WA Window 25 b1n - - 1 15.0 0.34 0.34 W WA Wmdrxe 26 Lett Walt 3 to M M - 1 0.34 0.34 New WA Wallow 27 C _1 - m m 15.0 0.34 0.34 New n 0 m Leh Wall 3 - -- 1 C ox 3 g 0 0 j D 1`1 m M 0 o g o o rs C1 D m A Z m N &;& A, r 0 _( N = C o p o o�0 0 0 ?) 0 b o b lo A A A O 9 0 a s a vl wa ovx v a v n A w %, o° ro 01 ;1 , - ' 0 � o m no � =Z o 'o 'o 'o 8 '0 0 zi O . a � o `G 3 �% m � o m m a m s o o m a 3 o 0< o N M G D a . - m m ';1 M = m� U (n :. N lU N =) ❑m m N W V cif O N q N A W N m Cr n 5,a> O O O 0 n O o O 5� O O 9x fA m A 3 3 (D m N 110 '^ m m 3 M M > % 3 > m > 0 3 a 9 ry J O -a 'o ce 1` y Tv -r, _. X (A A g 3 'z 3 0, N \ ra F n -4 d ® ❑ �D m m Z N c) � W a m D m a 0 lit w ro ,3 X ri N i v n 3 m -Oi (n 111 4m o+ J D I T o a O > > � 9 0 = (n> C 9 7 N n C7 0 f7 a C, O D A'a ° 0 9 O m o p p '7 c. m m r ni c c A o a D Ix $ 3 3 ," 0 a 2 z z m% m m mit! O� A ti 2 z m I m ai � I d » J n m v .. �. 10 13 '2 C C r0 ra tD b r0 r00 a 2, (u = v 03i a 0 p -4 0 7 m - �r D I m �<1 ❑ El ' a o DI m a 0 117 m^ flim c m 6 E -m 1 i 0 _M m m 3 (A ` O '® y 31 _T 33 a I 0) 7 M 4, 3 n -G _ `� m .a. O m � a to e m 0 (ag r.1 030 7 3 MZ m o W X a a X £ A _1i o- a M. m d co o R +a D m = CO) > O D a m N C M O 1 e W ' y o J <C 2 3 a. _D R O m � N ,. D C. m ,C. lD d . • 4 a N n a a cif fM) T T T N mz m m fM o d a) ty F F F 01 W o g C C N C to C w 0 a C In I NV) O (na A L D -i m X _ M Z 0 0 to O 3 (a C 3 M 0 M 17 = O 3 fn N C V) 2 r-= 0 0 D y . 0 3 7 N -4 Z) W C I O 5 = Z n A O c 0 m C F d w m r- 0 n ■D] 1V= -D 0 0 _ fD j : 1 N i 3 m I R r (A o *3 D• -n m m 1=4 m O y0 e QL A 3 0 Z3 9 0) T a m EF "i O 1 IO (fl d m1' O1 C �" 0 L 21 2 Z: _� L r- a? T 3 T T , A N A ? 0 -TI m Rancho Engineering p1` 8 O 03 pA 8 pO 8 zi p1` O A O Z (.J -a� a' na Side of Building) Wldth(R N ti ti SHGC Exterior Shading Status Verified Existing Condmon 1 Rght Wait -- w D _ 0.67 Existing , to M C Ul 11 CD N m m 0.55 .0.67 Existing No m m 3 RZ1 I - 1 20.0 0.55 0.67 Existing No Window Slide Rear Wan i �> a y Z 0.55 0.67 Existing JS Wkdowl Rear War - - 1 10.6 0.55 0.67 Existing No Window 5 Left Wall - -- 1 "D(_;'Z3 0.55 0.67 C)+�' No Wmdav6 Front Wall - - 1 12.0 0.34.. o��� 4 0 Window 7 a$g$=0�'Nnmm - - 1 10.5 0.55 0.87 Existing No Window 8 Right Wall 2 �,, - - - 1 12.0 0.55 0.67 Existing 3 D Wallow 9 Right Wall 2 ,'., - -- 1 12.0 0.55 0.67 Existing No Window 10 '0-n! rwag 2 ;• 7- = --F- " "I111 IV" +' -1""0.55 0.67 Existing No Window i i !' }y Lan f -+' fir' ----lid' ' j+ i Ii „1 �i y 10.0 •u* 0.5,x5 R T m T T 7 Z Q �` '�'( WA Window 13 1 -_ Fohr'Wal2i'`t'- T r 885 15.0*'- --014 -`0: Z WA Window 14 Front Wall 2 -- -- 1 15.0 0.34 0.34 New WA Window 15 rg - - 1 13.8 0.34 0.34 New WA Window 16 front Wall .� -- - 1 18.8 0.34 0.34 New N/A -4a0 Front Wall - 13.8 0.34 0.34 New WA Window 18 Front Wall ) -- 1 € 0.34 0.34 New Window 19 k -0 -- 1 12.0 0.34 O O 0 o W a a o O o O a o 15.0 0.34 0.34 New nFi ' Window 21 - @ f °11 0.34 New WA Window 22 Right Wan 3 - - 1 15.0 0.34 0.34 New WA Window, 23 a - - 1 15.0 £k> 0.34 New WA Window 24 Left Wall 3 -- --- i 15.0 0.34 0.34 New WA Window 25 b1n - - 1 15.0 0.34 0.34 New WA Wmdrxe 26 Lett Walt 3 - - 1 0.34 0.34 New WA Wallow 27 C _1 - m m 15.0 0.34 0.34 New N/A m Leh Wall 3 - -- 1 C 0 0 0 oa 0 0 0 0 1`1 m M 0 o g o o rs C1 D m m N (A m N = C o p o o�0 0 0 0 0 b o b lo A A A O 9 a s a vl wa ovx v a v n A w %, o° ro 01 m , - ' a 0 no � D o 'o 'o 'o 8 '0 0 zi O . a � o `G 3 �% m � o m m a m s o o m m 3 o 0< o N M G a . - m m ';1 = m� U :. N lU N =) ❑m m N W V cif O N q N A W N m Cr n 5,a> O O O 0 n O o O 5� O O 9x fA m A 3 (D m N 110 '^ m m 3 M M > % > o > m > 0 3 a ] is ry J O -a 'o ce 1` y -r, _. (A A g 3 'z 3 0, N \ ra F n -4 d ® ❑ m m Z c) � W a m D m a ra ro w ro ,3 X ri N i rr�n N n 3 m -Oi 111 4m o+ J D I T o a a > > � 9 0 (n> In 9 C, O 7 S (D c (n '7 c. m m ni N s $ ," 0 a 2 z z m% m m mit! W 2 z m I m m I ry Co �. 10 13 '2 C C r0 ra 's b r0 r00 a 2, (u CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Dateirli 11:41, Wed, Sep 03, 2014 Calculation Description: Title 24 Analysis input File Name: New Tnie24.xm1 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Dae/Tlme: 11:41, Wed, Sep 03.2014 Calculation Description: Title 24 Analysis Input File Name: New Titte24,xm1 CF t R -PRF -01 Page 5 of 9 WINDOWS 1, I certify that this Certificate of Compliance dedanemation Is accurate and complete. Documentation Author Name: Documentation Author Signature: _ �'_ Jarrod Holliday ,- Company, Signature Date: Rancho Engineering 01 02 03 04 05 06 07 08 09 /0 11 Name Side of Building) Wldth(R Height Multip8e (tt) r Area (Il - U-Iador SHGC Exterior Shading Status Verified Existing Condmon Window Rght Wait -- 1 12.0 0.55 0.67 Existing No Window 2 Right Wan - - 1 12.o 0.55 .0.67 Existing No Willi3 . Right Wan -- I - 1 20.0 0.55 0.67 Existing No Window Slide Rear Wan - - 1 40.0 0.55 0.67 Existing No Wkdowl Rear War - - 1 10.6 0.55 0.67 Existing No Window 5 Left Wall - -- 1 20.0 0.55 0.67 Existing No Wmdav6 Front Wall - - 1 12.0 0.34.. 0.34 Existing No Window 7 From Wan - - 1 10.5 0.55 0.87 Existing No Window 8 Right Wall 2 �,, - - - 1 12.0 0.55 0.67 Existing No Wallow 9 Right Wall 2 ,'., - -- 1 12.0 0.55 0.67 Existing No Window 10 '0-n! rwag 2 ;• 7- = --F- " "I111 IV" +' -1""0.55 0.67 Existing No Window i i !' }y Lan f -+' fir' ----lid' ' j+ i Ii „1 �i y 10.0 •u* 0.5,x5 0.67 E.kwv No Window 12 V: s Fr nl 2 „ - ',',. ->b`; , ( ti'y, , sa 1 �, �,. u ' 16, r 'h0'14 ,' , ,;211344 New WA Window 13 1 -_ Fohr'Wal2i'`t'- T r 885 15.0*'- --014 -`0: New WA Window 14 Front Wall 2 -- -- 1 15.0 0.34 0.34 New WA Window 15 Front Wall �, - - 1 13.8 0.34 0.34 New WA Window 16 front Wall .� -- - 1 18.8 0.34 0.34 New N/A Window 17 Front Wall - - 1 13.8 0.34 0.34 New WA Window 18 Front Wall - -- 1 10.0 0.34 0.34 New WA Window 19 Front Wall - -- 1 12.0 0.34 0.34 New WA Window 20 Front Wall - - I 15.0 0.34 0.34 New WA Window 21 Front Wall - -- I 15.0 0.34 0.34 New WA Window 22 Right Wan 3 - - 1 15.0 0.34 0.34 New WA Window, 23 Right Wait 3 - - 1 15.0 0.34 0.34 New WA Window 24 Left Wall 3 -- --- i 15.0 0.34 0.34 New WA Window 25 Left Wall 3 - - 1 15.0 0.34 0.34 New WA Wmdrxe 26 Lett Walt 3 - - 1 0.34 0.34 New WA Wallow 27 Lett Welf 3 - EE16.0 - 1 15.0 0.34 0.34 New N/A Window 28 Leh Wall 3 - -- 1 15.0 0.34 0.34 New WA Registration Number: 214-Aooe7485A-00000000o-0000 Registration Date/Time: 2014.08-0312-08:02 CA Building Energy Efficiency Standards- 2013 Residential Compliance Report Version - Cf1R-08012014-S95c CFI R -PRF -01 CERTIFICATE OF COMPLIANCE --iESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 9 of 9 project Name: Residential Building Calculation Date rime: 11:41, Wed, Sep 03, 2014 Calculation Description Ties 24 Analysis Input File Name:: New Tittem DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1, I certify that this Certificate of Compliance dedanemation Is accurate and complete. Documentation Author Name: Documentation Author Signature: _ �'_ Jarrod Holliday ,- Company, Signature Date: Rancho Engineering 2014-09-03 12:08:02 Address: CEA/HERS Certification Identification (If applicable): 5550 Skyway, Ste C Cooling Component i Citytsude ip: Phone: Paradise, CA 95969 530-877-3700 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify the lollowirng under penalty of pe+jury, under the laws of the Slate of California; 1. lam efglble under Division 3 of the Business and Professions Code to accept responsibifry for the building design lderdgled on this Certificate of Compliance. 2. 1 candy that the energy features and performance specifications Identilied on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 9 of the California Code of Regulations. a - 3. The building design features or"syste�g�aislgp features iaAntifie,�„ixLD .4.G LCt1je Ila 6 51st the kdormation provided on other applicable compliance documents, "1� worksheets, calculations, plans and dj°icificfiions aubmlltodyto'Ihe erlbrcprtSght a"QonCyb royal 11dh t i4 permit application. 'u' Responsible Designer Name: t, a • F•" �+ -. �^^ 1 ,� 935 € Res `ble0c' orS elute: �, t�0. on :3 ,, � %, _? �- - -- Jarrod Holliday / �, ' .`, ,_ -: . s,.. > itil Company. '" " - '- Dale Signed: Rancho Engineering2014-09-03 12:06:02 Address:License: 90 5550 Skyway, Ste C 066034 CityBtate2ip: Phone: - Paradise, CA 95969 530.877-3700 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document and in nie way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 2114-A0087495A-000000L`o0 0000 Registration Date/Time: 2014-09-03 12:08:02 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFiR-08012014-595c CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DateMme: 11:41, Wed, Sep 03, 2014 Calculation Descriptors Title 24 Analysis Input Fie Name: New Titte24.xm1 HERS Provider: COCERTS tic. Report Generated at 2014-09-031`31:45:36 HVAC - HEATING SYSTEMS 0102 03 NerveType Efficiency Heating Component 1CnolFumace - Fuel -fired central furnace 80.2 AFUE CF1 R -PRF -01 Page 8 of 9 HVAC - COOLING SYSTEMS 01 02 03 04 05 08 07 06 07 OS 09 08 Efficiency Multi -speed d' Name System Type EER SEER Zonally Controlled Compressor HERS Vxificatlon Cooling Component i PkgAlrCord - Central packaged A/C system (< 65 kBtuh) 11.3 13 No No Cooling Component 1 -hers -cool HVAC - DISTRIBUTION SYSTEMS 01 02 03 1 04 05 06 07 OS 09 08 S - d' Insulation Supply Duct Return Duct Verity Existing HERS Nome lypi Duct Leakagi 06 4LxNbn Locat)pn Bypass Duct Status Condition Verification Air Distribution Jwi";, Ducts located in ac}awl + Sealed) t;es(gdd id=,Pweluq r+ k. '�} - 06, -' 7, +" a r.1 5i 4 e - r ,. -tq 'Crew $(Sacs Air Distribution N New No System ane Y System 1 space ji N'-".. .+L'*i . s. s t rr�,.-t... - i,, ,'tfin�li ,Y; t•hors•dist i,y�i!7 � •K` ,. ",� _"..4 H .:.'cg. _. a - y1`' a - .- -- - 03 04 05 06 S - 08 Y'- '1`,/- "r�� _= r 1? - ';: Is "-t_. . ,?1 ' "'� M }i, ,'err )n,,.t, !. I,• I it „, a.. �:. 1. 'r r t', 1 y' ,'. � 4 F - Registration Number. 214-AO087485A-DOOo00000.0000 Registration Date/Time: 2014.09-0312 08'02 CA Building Energy Efficiency Standards- 2013 Residential Compliance Report Version -CFIR-08012014-5950 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Data/rime: 11:41, Wed, Sep 03, 2014 Caladation Description: Title 24 Analysis Input File Name: New Ti9e24.xm1 HERS Provider: CaICERT3 krc. Report Generated at 2014-09-03731:45:36 FIR -PRF -0 C 1 Page 4 of 9 HERS Provider: CSICERTS irrc. Report Generated at 2014-09-03711:45:36 CFI R -PRF -01 Page 3 of 9 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orlerdation Gross Area (tt2) Window or Door Ara (ft2 ) Tilt(deg) Statue Verified Existing Condition Front Wall remain Exisfing+ Alteration R-19 Wall 225 Front 72 Reffectanc 90 Existing No Right WallExisting+ Alteration R-19 Wall 135 Right 2BO 44 90 - Existing No Rear Wait Existing+ Alteration R-19 Wali 45 Back 416 50.5 90 Existing No Left Wait Existing+ Alteration R-19 Wall 315 Left 216 20 90 I Existing No Frons Wag Ex(sting+ AReratlon R-18 Wall 225 Front 128 22.5 90 1 Existing No Right Wag 2 Existing+ Alteration R-19 Wall 135 Right 144 24 90 Existing No Rear Wall Existing+ Alteration R-19 Wall 45 Back 104 Cavity: A Shoathinghreufallan - no sheathkrE6nsu( - 90 Existing No Left Wall 2 Existing+AlterationR-19 Wall 315 Left 85 20 90 Existing No Roof 2 Existing+ Aferetion E R-30 Roof Attic Cathedral Ceilings 2x12 O 18 In. D.0 . 367 )Tod Deck Wood Sidfngisheatfeixydodtnxg Existing No Rod 3 Existing+ Alteration R-30 Roof Attic - 865 Inside Fxush: Gypsum Board Existing No Raised Floor Exslimy, Arldfation . R+19 Fia ---5011108`" �,�1 ,":r it n y 697 Existing No Raised Floor2 Extst:ny+Aferagodd�a ,?' ; R-19 FoorrG(awl,fpece�'. *' ",' >t ( 885 Existing No Front Wait2 Additign. 1 „ :;' R-1 -.WDII .,m-22�,"'m+h" "J, Fr,ptc ,n _,..1 (12 ' 143.4 90 New WA Right Walla Addition R -19 -Wall "r i. 135'' -Rlght' - 236 30 90 New NIA Left Wait 3 ,,,,.Addition R-19 Wall 315 1 Left 313 90 90 New I WA Raised Floor 3 Addnion a-' R-19 Floor Cmwlspace 248 New WA OPAQUE SURFACES -Cathedral Ceilings 01 02 03 04 05 06 07 08 09 10 11 12 13 Root Emittance Radiant Barrier Cod Roof Status Verified Existing Condition Roof Attic Roof Cons 3.89904 Roof Roof Framin No Verifed No Name Ducted Name Ducted System System Rise (x Root Roof Reffectanc EmmiHanc g Cooling Existing Name Zone Type Orientation Area (R2) in 12) Pitch Tilt(deg) e s Fedor Status Condifton Roof Addition. Roof specify- 1134 3.89904 0.32 10 0.1 0.85 0.1 New WA ATTIC 0/ 02 1 03 1 04 1 05 I 06 1 09 1 10 I it mama Construction Roof Rise Roof Reflectance Root Emittance Radiant Barrier Cod Roof Status Verified Existing Condition Attie Attic Roof Cons 3.89904 0.1 0.85 No No Existing No Registration Number: 214-A0087485A-000000000-00oo Registration Date/Time: 2014-09.031208:2 HERS Provider: CWCERTS Inc. Registration Number: 2114-AD9e7485A4XIOD00000-0000 Registration Datelrime: 2014.09-03 12:05.02 CA Building Energy Efficiency Standards- 2013 Residential Compliance Report Version -CFIR-08012014-595c Report Generated at 2014-09-03731:45:36 I CA Building Energy Efficiency Standards- 2013 Residential Compliance Report Version -CFIR-OgDI2014-595c CERTIFICATE OF COMPLIANCE- RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF18-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Daterfime: 11:41, Wed, Sep 03, 2014 Page 7 of 9 Project Name: Residential Building Cakulation Date/Time: 11:41, Wed, Sep 03, 2014 Calculation Description: This 24 Analysis Input File Name: Now Tfto24.xM Calculation Description: Title 24 Analysis Input File Name: New Titie24.xml SLAB FLOORS O1 02 W 04 05 06 07 08 09 Name Zone Perrnetar Area (fl) (R) Carpeted Edge Inapt. R -value Fraction Heated Status Verified Existing Condition Stab Existing+Alteration 528 94 -nine- 0-8 No Existing No Slab 2 Addition 885 90 - here. 0.8 NO New No WATER HEATING SYSTEMS of 1 02 1 03 1 04 05 00 Noma Verified Existing - Distribution Type Number of Heaters Soler Fraction (%) Stshm Condition DFRN Sys 1 I Pipe Insulation, All LinesI Annual Existing No WATER HEATERS t.� 01 I 02 03 04 05 08 07 08 V - T, f >> Name Heat element ( - Tank Iyp'b 4 .Tari( dumb r (gel) L' -tit' er Factoror .Etric" Input Rating Tenk Extedor Standby Loss Insulation R -value (Fraction) DIiW Sys t xtJatural �� ;= sman stsirsge �, c 40 , .,. , -. '1, - f - .. IS' 40000-Ra,mr o 0 WATER HEATING - HERS VERIFICATION` 01 02 03 04 05 06 07 Name - _ Pipe Insulation=. Perelkd Piping Compact Diswbution Polntof Use RecMcukstion with Manual Contrd ReNmulation with Sensor Control (NNW Sys 1 n/a - Na We Na Na n/a HVAC SYSTEMS 01 01 02 03 04 05 06 07 08 09 05 08 Heating System Cooling System Ara (ft) U -factor Status Verified Existing Condition Doi flight Wag 17.8 0.50 Distribution Fan Floor Area Verified Existing Name System Type Name Ducted Name Ducted System System Served Status Condition HVAC Systems OMB Heating and Heating ,as Cooling Yes Ax Distribution HVAC Fan 3308 Existing No R 18 ' Cooling System Component 1 20 Component 1 1 System 1 1 �it _ - Registration Number: 214-A0087485A.0000000000000 Registration DateJTlme: 2014. )i 1208:02 HERS Provider: CaICERTS mc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-08012014-595c Report Generated at 2014.09-031`11:45:36 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential BundinZ Calculation Datelrime: 11:41, Wed, Sep 03, 2014 Page 8 of 9 Calculation Description: Title 24 Analysis Input File Name: New TIt1e24.xml Window 29 Leh Wall a - - t 15.0 0.34 0.34 New WA DOORS 01 02 03 - 04 CS 01 02 03 04 05 08 Nares Side of Building Ara (ft) U -factor Status Verified Existing Condition Doi flight Wag 17.8 0.50 Existing No Door 2 Right Wag 17.8 0.50 Existing No Doi 3 Right Wog 3 20.0 0.50 New No Door 4 Left Wag 3 20.0 0.50 New No OPAQUE SURFACE CONSTRUCTIONS I- - 01 02 03 - 04 CS Construction Name Surface Type Framing Total Cavity R -value Assembly Layers Number of Ventilation Cooling Systems .. _ - - .33081 Rooling: Light Rod (Asphalt Sh(rng.'a) Attk Red Cans -. Aft Roof3 2x4 Top Chord MRad � )� in '_ �.." rm:io�ula ' 'y; I - Aboe Deck Insulation - no insutation - Root Deck Wood Siefing/WxeathifWdedring Cavifir insulation I ,' Compliance Manager Version SEMCrWMgr 2013-2 (595c) LL}�,rr.T. ri ct -tiro - <, ,"`)� trn;yMf -Baa aL�--,.. --' o Inskte Finish: -soled inside finish - I.�}` ,d A #� r � „ ,'r � �_: f. PbctiSurlace:Carpeted -E44rxd+ata Total Condi floor Area (FT2) 3306 - - s ,'-`, .€ ;-. We?#:1 _ -M'�I X,,., + 4 a� � A V sr - ,FNA: - ro concrete B9- R-19 Flow Crawispace 'rit'' Floors Over Crawispace 2x6 ®18 in.O.tL R 18 ' Floor Decir: Wmd Sidirg/sheaddngildedding Hahne Gas Available Ves 20 Addition Slab Ares (FT2) 865 N_ .21 1 �Y R 19 �it _ - - Sheath4rglnsuletbrt: -no sheafhln�lnsW. - Z� LL Exterior Fmfsh: - soled finish - ae '^ hxslde Finish: Gypsum Board .- SheathinytMu"'ation: -no shealhing4nsul. - R-19 Wap Exterior Wags 2x6 O 16 in. O.C. R 19 Cavity'. R 19 . - Sheathinglns"on: - no sheadnirionsul. - - Exterior Fhlsh: Wood Sidinglstieathing,69"g Attic Floor. - no at* f cim - R-30 Riot Rtto Ceillngn (below atgc) 2x4 O 24 In, O.C. R'30 - Cavity: A Shoathinghreufallan - no sheathkrE6nsu( - ' Inside Finish: Gypsum Board noodng.' Light Rod (Asphak shingle) Abose Deck Inadarion - no Insulation - R-38 Rod Calhodtal Cathedral Ceilings 2x12 O 18 In. D.0 . R 38 )Tod Deck Wood Sidfngisheatfeixydodtnxg - Cavity: R 38 - Inside Fxush: Gypsum Board REQUIRED SPECIAL FEATURES The blowing are features that must be installed as cond lion for meeting the modeled energy performance for this computer analysis. • Non-standard roof reflectance • Cathedral Ceiling HERS Provider: CaxERTS Inc. Report Generated at 2014-09-03711:45:36 CF t R -PRF -01 Page 2 of 9 PROJECT HERS FEATURES The following are project -level features that must be field -verified as a condition for meeting the modeled energy performance for this computer analysis. These, phis any addrtionW HERS features listed in the building components tables below lecture field verification by a certified HERS Rater. Check the individual ouilding component sections below for any required HERS verification requirements, BUILDING FEATURE INFORMATION 01 02 103 04 a5 06 07 Project Name Conditioned Floor Area (eh) Number of Dwelling Units I Number of Bedrooms I Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Residential Building - .33081 3 2 0 1 ZONE INFORMATION - -I r • .""2tr,; f' ,. ;a ¢ -° '4.1•:Va - - Oi= 02 d �." 0 .� $ n 04q. 06 06 07 Zone Name c•Rti x _Zona Flout' Aragr`,G'�ai kw JJ - •11 Zal1d"?yps- c .I AC.SYst dame log` ii- HeT'gftf Water Meeting System 1 Water Heating System 2 Existing+Afteation Conditioned - HVAC Systomt 2083 8 DHW Sys 1 Addition donditioned- HVAC Systems 1225 8 DHW Sys 1 Registration Number: 214-AOOe7485A-oo xiD0000-000o Registration Date/Time: 2014.09.03 12:08:02 CA Building Energy Efficiency Standards- 2013 Residential Compliance Report Version - CFSR-09012014-595c CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residentfal Building Calculation Data/rime: 11:41, Wad, Sep 03.2014 Calculation Description: Title 24 Analysis Input Re Name: New TItlo24.xm1 HERS Provider: CWCERTS ft. Report Generated at 2014-09-03T11:45:36 CFIR-PRF-01 Page 1 of 9 GENERAL INFORMATION - -. - - _-,r. - - 01 I Project Name Residential Building 03 This building incorp,iialea; r,ar m4drl,.Speclal fe11tp1 s17gyVn tr.±iyw "-Ls • ; k,`c ".;.'ry;,' ., if : i 02 Calculation Description Title 24 Analysis - ENERGY USE SUMMARY 03 Project Location 3450 Kaffer Rd, OS � OB 07 04 CA City Chico DS Standards Version Compliance 2014 lig Zip code 07 Compliance Manager Version SEMCrWMgr 2013-2 (595c) 08 Ctimm Zone CZ11 09 Software Version E_nergyrPro 6.2 10 Building Type Single Family - 11 Front Orientation (deg/Cardinal) 225 12 "act See" Addition and/or Alteration 13 Number o1` Dwelling Units 1 14 Total Condi floor Area (FT2) 3306 - - 16 Number of Zones 2 16 Slab Area (FT2) 52611` 1 79.38 1 75.71 1 Number of Stories 1 18 Addition Cond. Floe Ara 1225 19 I Hahne Gas Available Ves 20 Addition Slab Ares (FT2) 865 N_ .21 1 Glazing Percentage (%) 113.4% COMPLIANCE RESULTS I- _. - -. - - _-,r. - - Oi 9uikfing Compiles wt c,urriputer Perklrnr 0 5 � F r - at - 02 This building IncorpFratas feat (e,. hajnfg0 iia field tej tl14' rids we'(ilicattoll b 9 Certified ER -r flet.iidec the supervision of a CEC-approved HERS Provider, 03 This building incorp,iialea; r,ar m4drl,.Speclal fe11tp1 s17gyVn tr.±iyw "-Ls • ; k,`c ".;.'ry;,' ., if : i - ENERGY USE SUMMARY 04 - OS � OB 07 Ds Energy Use (kTDV/fti ,. Standard Design Proposed Design.. Compa.mm Margin Percent InprovereM Space Hearing 18"48- 17.36 1.12 8-1% Space Cooling 53.63 49.08 1.55 3.1% IAO Vadlktlon 0.59 0.59 0.00 0.0% Water Heating 8.68 9.66 0.00. O.D% Photovoltaic Offset -- 0.00 0.00 - TOTAL 1 79.38 1 75.71 1 2.67 1 3.4% N a (A '{ '�' U) Registration Numbs. 2t4•ACW408AanaS000e00o00 Registration Date/Time: 2014-09-0312:0802 HERS Provider- CsxERTS tine. Registr�on Number. 214-A00871e8Ad00000000-0000 Registration Date/Time: 2014494312:08:02 `� 4n. - CA Building Energy Fffdency Standards - 2013 Residential Compliance Report Version - CFIR-08012014.595c Report Generated at 2014.09-031`31:45:35 CA Bufding Energy Efficiency Standards - 2013 Residential Comp:fance Report Version - CFSR-08012014-595c -i x z 2 O z nl L 13N 1 N HERS Provider: C.ICERTS Inc. Report Generated at 2014-09.03731:45:36 { RANCHO ENGINEERING DOES NOT }; . . • i• \1,,.. M REPRESENT THAT THESE PLANS 14. �: s �� � z _ I OR ANY 5PEGIFIGATION5 IN "I ,x� ;"j} ; NCH�0,, I I O / ��1` �)l� O I CONNECTION THEREWITH ARE 45,4 ) r I rn SUITABLE WHETHER OR NOT ii:_ , rn MODIFIED, FOR ANY OTHER SITE �' `1< �0 0 A D T THAN THE ONE FOR WHIGH THEY n s z WERE SPEGIFIGALLY PREPARED. - 5450 KEEFEI � _ -4 �iq ��, �, RANCHO ENGINEERING DISCLAIMS __� . GHI GO Gds ���2�} <' I t�j RESPONSIBILITY FOR THESE 0�7-280-0�7-000 r 1 PLANS AND SPECIFICATIONS IF � I L S T U C T U A L- 5 U I L LDI N O D E S I O N i cA THEY ARE USED WHOLE OR IN PART AT ANY OTHER SITE. 5550 5<"rNAY, STE G, FARA�15E, C,A q���� PLANS ARE NOT VALID UNTIL Phone: (550) a77-5-100 REVIEWED AND APPROVED BY APPROPRIATE GOVERNMENTAL Fax: (550) 87'7-5700 AGENCIES 71 Cl/ r (R)(E) 4040 WINDOW TO — INSTALL NEW 4050 XO F -y p I "Ell 4'-0" D� XISTINO SEDRM A(R)(E) P05T EX I ST I NC SATH I "E (E) 2 5'-O" 5 5 O I �o EXISTING SEDRM. (E) 5050 z EXISTING LOFT 5H14;- J+ 5 GLC. (R)(E) WDN5. HERE nEn TO CREATE OPN0. TO NEW LOFT SPACE (E) 5656 (2)(E) 4056 SH (E) 5656 5H 5H X\ (R)(E) P05T r (R)(E) POST ❑ (E) P05T TO REMAIN BUTTE COUNTY OCT 302014 DEVELOPMENT SERVICES J �I to As �rf * tue I wom"moliti^m ! / S F10 ,C b- "P` 1/4 = 1 -011 Tf!u N CD N CD H coO ^H e F coo Ell F --i c~3 •E 10-- "E" HD5A I I 0 O 5X N (� O O Q o U O 'd O O O L Wd m 0 4-1 z "E" HD2A i W I ` j � I 3 ..E.. tid W R' W w r I r� I II (i;;Z)(E) 5068 OS I aIC� I REMOVE AND INFILL (E) 6068 5 55 X\ (R)(E) P05T r (R)(E) POST ❑ (E) P05T TO REMAIN BUTTE COUNTY OCT 302014 DEVELOPMENT SERVICES J �I to As �rf * tue I wom"moliti^m ! / S F10 ,C b- "P` 1/4 = 1 -011 Tf!u 13, ❑ Date 10-5-14 Job FEDERSEN AIDVITION ❑ SHEET of 4 13,❑ N CD N CD H coO ^H e F coo 0 a F --i c~3 •E 10-- 0 O o d z (� O O Q T� �J `J U O 'd O O O L Wd c 0 4-1 z M �a0 W w �w � o 13, ❑ Date 10-5-14 Job FEDERSEN AIDVITION ❑ SHEET of 4 13,❑ 0 H ^H F --i o d z (� O T� �J `J Cf) ) V 1 v O O O Wd c 0 4-1 r__t �a0 W w �w � o Wx C) coco W R' W H 13, ❑ Date 10-5-14 Job FEDERSEN AIDVITION ❑ SHEET of 4 13,❑ (R)(E) 4040 WINDOIN- INSTALL NEW 4030 XO P ti �g/4- NEW WINDOW SHALL MEET EGRES5 REQUIREMENTS A 3 +1 I;.O' \`, ! v EXISTING (E) I^01N. SILL +37" ABOVE FIN. FLR. i (N) 3040 C,ASEM ENT WINDOW ATTIC, �� 0 ::51 52 EXISTING BATH EXISTING BEDRK EXISTING LOFT 8' C,LG. (R)(E) WDW5. HERE TO CREATE OPNG. TO NEW LOFT 5PAC,E (N) RAILING +42" ABV. WALKIING SURFACE w/ OPNG5. THAT SHALL PREVENT THE PA55AOE OF A 5PHERE NO GREATER THAN 4" IN DIA. OPEN O BELOW DL I 3 O ►� O co (N) HE DER, SEE ROOF PLAN cv n B �� 5 r2 52 17.0' NE LOFT ATTIC o U VAULTED CEILING 3 (N) RAILING +42" ABV. WALKIING SURFACE w/ OPNG5. THAT SHALL PREVENT THE PA55AOE OF A 5PHERE NO GREATER THAN 4" IN DIA. OPEN O BELOW DL I 3 O ►� O co LU iu cv • coon N .L 0 m U w 3 O n�I v1 V O O O I H W O p aj U O \ tx o 0 w z z H o i Ia*l%% u :� 3 i� _ Lvemirrel f OSP 1/411 = 19-011 Mairlo%l Level Floomp* Plan ❑ ❑ Date 10-�-14 Job FEDERSEN ADDITION ❑ ❑ SHEET of 4 ❑ 0 N d7 N ►� O co C • coon O 0. .L 0 O U �z a 3 O n�I v1 V O O O I H W O p aj U O \ tx o 0 w ^rx W z H o M LOLO e� 3 ❑ ❑ Date 10-�-14 Job FEDERSEN ADDITION ❑ ❑ SHEET of 4 ❑ 0 F ---I ^H I� 0 �z a r -I O Fir �J n�I v1 V O O O I H W O p O CQ \ tx o 0 w ^rx W H o Wx LOLO e� W W ❑ ❑ Date 10-�-14 Job FEDERSEN ADDITION ❑ ❑ SHEET of 4 ❑ 0 ov't Floor Frca im-,ft N r i r i "E" 55TB16 "E" 55TB I6 "E" 55TB 16I "E" 55T516 I "N" 55TB16 w/ EPC44 w/ EPC44 DEEPEN FOOTINGS AS REQ. FOR ANCHOR BOLTS. "E" 55T528 "E" 55T516 "E" 55T516 "E" 557528 "E" 55TB25 12" WIDE X 12" DP. CONT. FOOTING w/ (1) #4 TOP 4 SOT. 'N' SSTB16 FOUNDATION PLAN NOTES: I. ALL EPDXY INSTALLED ANCHORS TO BE INSTALLED W 51MP50N SET -XP EPDXY. HOLDDOWN ANCHOR BOLTS TO HAVE 10" EMBED 4 SHEAR A.B. TO HAVE 7" EMBED. 2. DEEPEN FOOTINGS AS REQUIRED FOR ANCHOR BOLTS. N T- 0') O N O LO ,on O M LO C • � ' 0_ ts 0 F—i I ^H H 0 0 d WO f� c /) O V O I F—i W O p 4-i F4 C\2 Q r \ 0 O W W d 0 W o d ce) r , H W H ❑ ❑ Date 10-5-14 Job FEDER5EN ADDITION ❑ ❑ SHEET 1/411=11-011 F o u d 1 p of 4 Li ❑ ❑ U 3 >O aj U O '0 Z M LO d' 0 F—i I ^H H 0 0 d WO f� c /) O V O I F—i W O p 4-i F4 C\2 Q r \ 0 O W W d 0 W o d ce) r , H W H ❑ ❑ Date 10-5-14 Job FEDER5EN ADDITION ❑ ❑ SHEET 1/411=11-011 F o u d 1 p of 4 Li ❑ ❑ POUNDATION PLAN SECT I ON 5/4 1/411 = 1 1-011 T 1, 1 C'AR'l ❑ ❑ Date 10-5-14 Job FEDER5EN ADDITION ❑ ❑ SHEET .s ` -. of 5 01 10 N 0) N m o co LO C s prim* _ o o p I L O U 00 N \ n 3 W 0 O r~,x W o CrD U O L NW w � a ❑ ❑ Date 10-5-14 Job FEDER5EN ADDITION ❑ ❑ SHEET .s ` -. of 5 01 10 O o ,� �a � U o o p I 00 N \ n 0 W wDO O r~,x W o CrD NW w ❑ ❑ Date 10-5-14 Job FEDER5EN ADDITION ❑ ❑ SHEET .s ` -. of 5 01 10 WEST ELEVATION SOUTH ELEVATION SECTION G/5 ❑ 1 1 ❑ ago N r d7 N d) O cY) v L 0 - cu •L `� U 3 O U O 0 L M –� It mm� lm va. _ r_a. ❑ Date 10-3-14 Job FEDERSEN ADDITION SHEET of 4 0 ❑ GENERAL NOTES: I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR SIMILAR CONSTRUCTION SHOWN ON PLAN. 4. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 5. ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED IS SIMPSON PRODUCTS OR APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR MAX LOADING. 6. THE CONTRACTOR SHALL GOORDINATE THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK AFFECTED. 7. NO STRUCTURAL MEMBERS SHALL BE GUT, NOTCHED, OR OTHERWISE PENETRATED UNLESS 5PECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON THESE DRAWINGS. 8. PROVIDE OPENINGS, CURBS, FRAMING AND/OR SUPPORTS FOR ITEMS INDICATED ON ANY OF THESE DRAWINGS. ci. DD NOT SCALE DRAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL ENGINEER FOR ANY NEEDED GLARIFICATION5. 10. STAIRS: RISE 4" MINIMUM TO 7.0" MAXIMUM; RUN II" MINIMUM; HEADROOM 6'-8" MINIMUM; WIDTH 36" MINIMUM PER GBC. 11. UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, LANDINGS AND RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 30" ABOVE GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG. 12. FOUR STEPS OR MORE REQUIRES A CONTINUOUS HANDRAIL 54" TO 58" ABOVE TREAD NOSING PER GBG. 13. PROVIDE ATTIC ACCESS FOR ALL ATTIC AREAS WITH 30" OR MORE IN HEIGHT, MIN. ACCESS SIZE IS 22"X30" OR 30"X30" WITH WALK, PLATFORM, AND LIGHT IF FAU IS IN ATTIC. 14. PROVIDE INSPECTION IN ACCORDANCE WITH GBG SECTION 108. 14.1. NO SPECIAL INSPECTION REQUIRED FOR THIS PROJECT. DESIGN CRITERIA: I. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA: I.I. SEISMIC: -SEISMIC IMPORTANCE FACTOR: I -MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.614, SI = 0.230 -SEISMIC SITE GLASS: D -SEISMIC RESPONSE COEFFICIENTS: SDS = 0.536, SDI = 0.2ci7, GS = 0.08ci -SEISMIC DESIGN CATEGORY: D -BASIC SEISMIC FORGE RESI5TING- SYSTEM: LIGHT FRAMED SHEAR WALLS -RESPONSE MODIFICATION FACTOR: R = 6.5 -ANALYSIS PROCEDURE: EQUIVALENT STATIC FORGE PROCEDURE 1.2. WIND: -WIND SPEED: 110 MPH -WIND EXPOSURE: G 1.3. LIVE LOADS -RESIDENTIAL FLOOR LOAD: 40 PSF SITE WORK AND FOUNDATION: I. FOUNDATION SOIL SHALL BE NATIVE UNDISTURBED SOIL OR ENGINEERED FILL AS PER THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE SPECIAL INSPECTED AND A PAD CERTIFICATION FROM THE TESTING AGENCY SHALL BE PROVIDED. 2. IF NO GEOTECHNICAL REPORT WAS PROVIDED, DESIGN IS BASED ON LOCAL JURISDICTION ALLOWABLE LOADS AND RECOMMENDATIONS. 3. GRADING SHALL SE PROVIDED TO ACCOMPLISH A 5°6 SLOPE AWAY FROM HOUSE FOR A MINIMUM OF 10'. •4. NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. 5. PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED CONCRETE AT POWER METER LOCATION. CONCRETE: 1. THE MINIMUM COMPRES5IVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI PER GBG. 2. ALL GEMENT USED SHALL CONFORM TO ASTM 0-150 STANDARDS. 3. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" BELOW TOP OF STEM WALL AND 3" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT 18" O.G. 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 REINFORCING 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 0-35 FOR STANDARD WEIGHT CONCRETE ANDS A5TM G-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 CURING COMPOUND. 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC,. 1:1. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE WALKS, SLABS, AND OTHER FLAT WORK. 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER ASTM G-134. 5 SAGKS OF GEMENT PER CUBIC YARD OF CONCRETE. GEMENT TO BE PER ASTM G-150 TYPE I OR 2. REINFORCING STEEL: I. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED EIRE FABRIC 15 TO BE ASTM A185 WITH LAPPING OF 1 1/2 SPACES. 2. ALL BARS SHALL BE DEFORMED PER ASTM A305. 3. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER BOND IMPAIRING MATERIALS. 4. ALL BENDS SHALL BE MADE GOLD. 5. SPLICING OF BARS IN CONCRETE SHALL HAVE LAPPING OF 30 BAR DIAMETERS OR 24" WHICH EVER IS GREATER. SPLICING OF BARS IN MASONRY SHALL HAVE LAPPING OF 40 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. 6. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE, NO WET SETTING WILL BE ALLOWED. ANCHOR BOLTS: I. TYPICAL SIZE AND SPACING SHALL BE 1/2" 4 WITH A MINIMUM OF 7" EMBED INTO THE FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR SINGLE STORY AND 48" O.G. MAX FOR TW0 STORY BUILDINGS. 2. PLATE WASHERS A MINIMUM 51ZE OF 5"X5"X0.22'" SHALL BE USED ON EA. BOLT. 3. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL AT ALL HOUSE AND GARAGE PERIMETER WALLS AND AT ALL INTERIOR SHEAR WALLS. 4. FOUNDATION SILL AT INTERIOR NON -SHEAR WALLS MAY USE SHOT PINS FOR CONNECTION TO SLAB. SHOT PINS MUST BE 0.140" SHANK DIAMETER WITH 0.300" HEAD DIAMETER AND WA5HER AND A MINIMUM OF 2.5" LONG. 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 SIMPSON 5/8"X7" WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR MUST BE EMBEDDED A MINIMUM OF 4.5" INTO THE CONCRETE WITH AN EDGE DISTANCE OF 2.5". INSTALL ANCHORS PER MANUFACTURES SPECIFICATIONS. HOLDOWNS: I. ALL HOLDOWNS ARE SIMPSON STRONG -TIE OR EQUIVALENT. 2. LOCATION OF HOLDOWNS ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, TYPE OF HOLDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION. 3. ALL HOLDOWNS ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. LUMBER AND CARPENTRY: I. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD GRADING RULES NO. 16 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM MOISTURE CONTENT OF lei%. 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR G -D GRADE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. 3. STRUCTURAL PLYWOOD MAY BE SUBSTITUTED WITH AN EQUIVALENT APA RATED ORIENTED STRAND BOARD (OSB). 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RESISTANT MATERIAL. 5. STRUCTURAL MEMBERS SHALL NOT BE GUT OR NOTCHED UNLESS SPECIFICALLY NOTED OR DETAILED OR IS IN ACCORDANCE WITH THE GBG. 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED. 7. GROSS -BRIDGING SHALL BE PROVIDED AT 8' O.G. FOR DIMENSIONED FLOOR JOIST OVER ID" IN DEPTH. GROSS -BRIDGING SHALL BE PROVIDED AT 10' O.G. FOR DIMENSIONED ROOF RAFTERS OVER 10" IN DEPTH. USE SOLID BLOCKING OR AN APPROVED METAL TYPE BRIDGING. 8. ALL NAILING TO BE PER GBG TABLE 2304.ci.1, UNLESS OTHERWISE NOTED. cl. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGER ALL PLYWOOD PANELS A MINIMUM OF 4'. 10. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. AS REQUIRED AND REQUESTED BY THE GENERAL CONTRACTOR. 11. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB ON METAL POST BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREADED WOOD.) POSTS OR COLUMNS RESTING ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8" ABOVE GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH A SIMF50N PBS ANCHOR OR EQUIVALENT, UNLESS NOTED OTHERWISE. 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 56" IN WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 3' TO 6' IN WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6'. 13. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRUSS OR RAFTER. 14. PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. 15. BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A507 MACHINE BOLTS UNLESS OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16" SMALLER THAN THE BOLT DIAMETER. 16. HOLES FOR LAG SCREW SHANK SHALL BE THE SAME DIAMETER ,AND LENGTH AS THE SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 70% OF THE SHANK DIAMETER. 17. PROVIDE MALLEABLE IRON WASHERS OR GUT PLATE WASHERS UNDER NUTS AND BOLT OR LAG SCREW HEADS THAT BEAR ON WOOD. 18. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 75% OF THE NAIL SHANK DIAMETER. I'l. INSTALL FIRE BLOCKS TO GUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIRE BLOCKS SHALL BE OF 2" NOMINAL THIGKNESS. LOCATION OF FIRE BLOCKS ARE AS REQUIRED BY THE GBG. 20.ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL BEARING TO FOUNDATION UNLESS OTHERWISE NOTED. 21. ALL WALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID BLOCKING, UNLESS NOTED OTHERWISE. 22. PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS AS REQUIRED. 23. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS AND AT SHEAR WALLS. 24. REFER TO MANUFACTURES SPECIFICATIONS FOR DRILLING AND GUTTING HOLES IN WEBS OF MANUFACTURED 1 --JOISTS. 25. EXCEPT WHERE PLANS SHOW SPECIFIC FRAMING ALL FRAMING SHALL COMPLY WITH THE GBG CHAPTER 23, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. 26. FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.7 27. GLUE -LAMINATED BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TD COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH THE GBG 1704.6.2. BLOCKING DETAIL RAFTER PURL I N/RI DO E BEAM CONNECTION SMEAR MALL SCHEDULE WALL SYSTEM STRENGTH: 175 PLF SEISMIC 175 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. ® EDGES 12" O.G. 9 FIELD 1/2",:P ANCHOR BOLT SPACING 72" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d 6" O.G. (COMMON, BOX OR SINKER) LN ALL SYSTEM STRENGTH: 260 PLF SEISMIC, I 260 PLF WIND 5/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. @ EDGES 12" O.G. g FIELD 1/2"cP ANCHOR BOLT SPACING 48" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d 4" O.G. (COMMON, BOX OR SINKER) LN ALL SYSTEM STRENGTH: 364 PLF SEISMIC, 511 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. @ EDGES 12" O.G. @ FIELD 1/2 I:V ANCHOR BOLT SPACING 24 W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d 3" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 532 PLF SEISMIC, SEE NOTE 1 744 PLF WIND 5/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 4" O.G. EDGES 12" O.G. FIELD 1/2"<P ANCHOR BOLT SPACING 16" W/ 2X P.T. SILL 5/8"($> ANCHOR BOLT SPACING 24" W/2X P.T. SILL SILL SHEAR TRANSFER NAILING (2) ROWS 16d @ 4" O.G. (COMMON, BOX OR SINKER) TYF. BLEAR WALL NOTES I. FOR SHEAR WALL TYPES D 1$ E FOUNDATION SILL PLATES AND ALL FRAMING RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 5x MEMBER. NAILING TO 3x MEMBERS SHALL BE STAGGERED. 2. WHEN 7 -1 -II SIDING 15 USED FOR SHEAR PLY. INSTALL DOUBLE STUDS STITCH NAILED W/ 16d'S 12" O.G. OR 5X 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. 5. PLATE WASHERS TO BE WITHIN 1/2" OF PLYSIDE OF SILL PLATE FOR ALL ANCHOR BOLTS. Til' I SAL FRA1"t I NO NOTES I. ALL HEADERS @ INTERIOR BEARING WALLS a EXTERIOR WALLS ARE 4X12 OR 6X8 UNO. 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS AND BEAMS SHALL BE NAILED TOGETHER WITH 2 ROWS 16d'S Cay 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 MATCHING POSTS EXTENDING TO SUPPORTING BEAM OR FOUNDATION BELOW. 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUCTS OF SIMPSON STRONG -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. IX4 GROSS TIES AT 48" O.G. MAX. 7. WHERE GIRDER TRUSS OCCURS, PROVIDE FULL BEARING SUPPORT USING BUILT-UP 2X STUDS OR 4X POST, UNLESS NOTED OTHERWISE. 8. AT CALIFORNIA OVERFRAMING THE LOWER ROOF SHEATHING SHALL BE CONTINUOUS EXCEPT WHERE 22"X30" ACCESS 15 REO'D. 1. ALL FASTENERS PENI�-RATING PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. I. LSTA18 z 5 Or I r! 10'-0" 2X8 2. 2X BLOCKING SEE o ID' -q" I I' -d" 2X10 BLOCKING DETAIL 15'-6" 2X12 p 3. IOd'S (7) G EACH 15'-0" 1.75XIi.5 LVL 15'-6" END 16'-6" 1.75X11.875 LVL 18'-5" 4. ROOF PLY (f,,EILIN0 �0I'-:1)T S HED. 2X4 g 2X4 Cay 16" O.G. DF#2 MAX. 2�}"'O.G. DF#2 MAX. 5. TOE NAILING II' -0" ci'-5" 2X6 @ 2X6 @ 16" O.G. DF#2 MAX. 24" O.G. DF#2 MAX. SPAN = SPAN = 16'-=i" 15'-6" 2X8 a 2X8 9 16" O.G. DF#2 MAX. SPAN = 24" O.G. OF#2 MAX. SPAN = 2i' -O" 17'-3" �! 6. RIDGE BEAM PER rt PLAN - II NOTE: 7. RAFTER PER PLAN WHEN CRIPPLE WALL . x a OL - OGCURES ALLTHREAD ® SEIMLh `) 8. PURLIN PER PLAN MAY BE EXTENDED A 7 MAXIMUM OF 4'-0". 6 O PROVIDE SOLID BEARING DL LL TO FOUNDATION FOR 6" (1 STORY) HOLDOWN POST. WHEN 8" (2 STORY) DISTANCE IS GREATER HOLDOWN 15 TO BE -� INSTALLED AT THE SILL PLATE AND STRAP POSTS p PER DETAIL 5/52 AT THE FLOOR LEVEL. USE STRAP WITH EOUIVELENT STRENGTH OF HOLDOWN. N cp HOU2 = MST48 - I 12" (1 STORY) HDU5 = MST60 �1 15" (2 STORY) h 15HEARMOLDOM CONN. @ FOUNDATION I. DOUBLE 2X FRAMING OR 4x POST FOR HOLDOWN. 2. PTDF SILL PLATE 3. ANCHOR BOLT W/ 3X3X.22'r-I PLATE WASHER, SEE SHEAR SCHEDULE FOR SIZE AND SPACING. 4. S I MPSON HDU HOLDOWN, SEE PLAN FOR SIZE AND LOCATION. 5. FLOOR JOIST SEE PLAN. 6. FLOOR PLY SEE PLAN. 7. (1) #4 REBAR WITHIN SHEAR GONE OF A.B.'S, (1) #4 REBAR TOP I$ BOT U.N.O. 8. SHEAR PLY. PER PLANS. ci. 51MP50N CNN a ALLTHREAD . 10. SILL NAILING PER SHEAR SGHEDULE. 11. EDGE NAILING PER PLAN. W TYF I SAL LUMBER N W o Z ~WWF to 2 QC I. 2X, 4X BEAMS, HEADERS AND POSTS DF#2 OR BETTER. Q (L z < O w = w - W O w W bwzx-vwQz�- >1 O Q ~ �NQQV 2. 6X BEAMS, HEADERS AND POSTS DF#I OR BETTER. zLij O Z V O 1?� -j W i� 4 vzd_ v i>a u -0 , w<0-1WLLvKF-><O 5. 2X JOISTS AND RAFTERS DF#2 OR BETTER. z = - - 1- Qr lL O Z � tu Q O O Q O W Ul - -- W 4. 2X STUDS 10' MAX HEIGHT OF#3 OR BETTER, z LU Z T O Q v z � Q 1�LL Z �1Z� << W W~ W= Q W Q< (x Q W 5. 2X4 STUDS 14' NONBEARING D, #2 OR BETTER. W '00-00 Oit���-v L��Oz �.e v' <Zd za 0ROz}�--Z! lVZ z(L zF-�d( ZtfldWdQ>OLW 6. 2X6 STUDS 15' MAX HEIGHT STUD GRADE OR BETTER. � v <v'v' Q r, W_ Q Q 7. 2X(o STUDS 20' NONBEARING OF#2 OR BETTER. 0) El 8. GLUE LAMINATED BEAMS 24F -V4 WITH 2000' RADIUS. n I ci. PARALLEL STRAND LUMBER (PSL) Fb=2cf00 PSI Fv=2'lO PSI E=2.OX10�6 PSI 7- 10. LAMINATED STRAND LUMBER (LVL) 11 Fb=2600 PSI Fv=285 PSI E=1.8X10"%6 PSI 11. ROOF PLY TO BE 1/2" GDX (32/16) OR OSB STAGGER JOINTS RUN r� PERPENDICULAR TO ROOF FRAMING. NAIL WITH 8d'5 6" O.G. (9, EDGES I4V/ AND BOUNDARY 12" O.G. FIELD UNO. 12. FLOOR PLY. TO BE 5/4" T/G (48/24) OR EQUIVALENT CSB STAGGER �! JOINTS $ RUN PERPENDICULAR TO FLOOR FRAMING. GLUE AND FASTEN 0WITH 8d'S O.G. @ EDGES AND BOUNDARY 12" O.G. FIELD UNO. RAFTER I LE COMP. MEMBER: DF #2 I OOF I NO ROOF I NO z AX. ALLOW MAX. ALLOW. PAN. SPAN. > - GAL I FORK I A O\/ERFRAM I NO RAFTERS. ° 2X4 @ 24" O.G. 6'-q" 7'-5" 2X6 @ 24" D.G. 10'-3" 111-6, 2X8 @ 24" O.G. 13'-0" 14'-Q" it L5 6 2X10 @ 24" O.G. 16'-O" 2X12 © 24" D.G. I -v -O" 21'-0" i iL 2X6 z G'-3" Or I r! 10'-0" 2X8 o ID' -q" I I' -d" 2X10 12'-3" 15'-6" 2X12 15'-ci" 15'-0" 1.75XIi.5 LVL 15'-6" 16'-6" 1.75X11.875 LVL 18'-5" Iii' -6" (f,,EILIN0 �0I'-:1)T S HED. 2X4 g 2X4 Cay 16" O.G. DF#2 MAX. 2�}"'O.G. DF#2 MAX. SPAN = SPAN = II' -0" ci'-5" 2X6 @ 2X6 @ 16" O.G. DF#2 MAX. 24" O.G. DF#2 MAX. SPAN = SPAN = 16'-=i" 15'-6" 2X8 a 2X8 9 16" O.G. DF#2 MAX. SPAN = 24" O.G. OF#2 MAX. SPAN = 2i' -O" 17'-3" 2X10 @ 16" D.G. OF#2 MAX. SPAN = 25'-5" 2X10 @ 24" O.G. DF#2 MAX. SPAN = 21'-6" w I i 12" (1 STORY) it 15" (2 STORY) �- CONN. @ FOUNDATION I. SLAB AND REINFORCEMENT PER PLAN. 2. 2X P.T. LEDGER 1,4/ (-,-))/2" A.B. O 36" O.G. STAGGERED. 3. FLOOR JOIST SEE- PLAN. EEPLAN. 4. FLOOR PLY SEE PLAN. 5. (1) #4 REBAR TOP 4 BOT U.N.O. B RANCHO ENO. JOB: 12-82 DRAWN BY: JH GKD.BY: JPH DATE: 0q/05/14 REVISION: O DRAWING NUMBER z L] Or I r! o To < RANCHO ENO. JOB: 12-82 DRAWN BY: JH GKD.BY: JPH DATE: 0q/05/14 REVISION: O DRAWING NUMBER z L w t 1 Z V 00 �! rt . x OL - -� ® SEIMLh `) 6 O DL LL 9 ° RANCHO ENO. JOB: 12-82 DRAWN BY: JH GKD.BY: JPH DATE: 0q/05/14 REVISION: O DRAWING NUMBER 5�I 2"MIN. I. 2X BLOCKING AS �- I. VERT BAR AT ALL I. 2X FRAMING OR REQ'D FOR PLY ZO Z W IL } -� (22" MIN) CORNERS AND PORTAS EDGE NAILING. V F 4 U w Z z � p z 4d END 4 INTERSECTION BENDS. HOLDOWN,I SED PLAN 2 MIN. 2. ANCHOR BOLTS w z r tY p 0- < O w r tu O G ? w w / SEE PLAN. z ~ p } p d d + x 2. (2) VERT BARS AT END OF WALLS. 2. PLY. SEE PLAN FOR REQUIREMENTS. 5. DOUBLE 2X TOP �- w�npOz Z tx z 00- < _ PLATE WITH 4'-O" MIN z_ z izO O S } z v O ir w F- J - -f- --I- + 0� Z SPLICE. (14) 16d tui V � w O -j to gi p \2 _I 114 �� �� "D" I 3. 2X WALL SINKERS REQUIRED w<FLi�4ww wp0� Ck EACH 51DE OF Z=--lu()iuvz-0-w Oz 180° J� cv D/5 FRAMING. `� �I-WzzOZ!Lo-acS�o�-.cz SPLICE OR PLATE 0- Q d, � E/5 MIN. D J, L MAX SPAN MIN. 4. FLOOR -7 LOWER AND UPPER z�-a K O BREAK. REQ'D @ ALL w z u► - w w - z p W 0 4 Q r q0° q0° 1515° L=CLR. 2X PLATE SPLICES MUST EXT. AND INT. SHEAR O Ui }- v -wi _w 0_O Q M H = t Q O MIN. INSIDE MIN. INSIDE FRAMING, REFER TO MANUFACTURES OGGUR WITH A MINIMUM WALL LINES. v uj z z u" Z U a z\ z W 13 z p w BAR SIZE BEND "D" BAR SIZE BEND 0 "D" I N RECOMMENDATIONS OF 4'-O" SEPARATION ' 4. HEADER SEE PLAN. z 0_ z �- z Q w tY Q > 0_ d w fY- O V O Z ' w -! z d --� u..� 0-U `G Q Q #5 - #8 6d #5 - #5 4d _ p p 5D MAX. � � FOR MANUFACTURED 5. 2X STUDS @ 16" v v_ ) O tib 11- VLF- ft- fL O.G. TYP. #q - #II 8d #6 - #£� 6d 1 i N FLOOR J015T 6. (2) TRIMMERS #14 $ #18 IOd TYPICAL STIRRUPS & TIES p PRODUCTS. REQ'D @OPENINGS OR LARGER. STANDARD BAR HOOKS ANGLE D/4 5 7. (2) KING STUDS AND BENDS -FOR CONCRETE: _ Z p 4 MAX. REQ'D @ OPENINGS LAP 30 BAR 5 6'-O" OR LARGER. OR 24" MIN. U.O.N CORNER 6 8. (2) SILLS REQ'D @ 6 FOR G.M.U.: LAP 48 BAR (VARGER SINGLE CURTAIN PLAN SECTIONS OPENINGS 6'-O" OR Il- 1 � � 0.4 x DI U..N. O \ � MAX. q. 2X SILL PLATE 16ga MIN. TIE WIRE P.T.D.F - - y T1'F. CORNER/NOTCHES/HOLES TY�'. HOOKS I$ �3END5 I TYP. CON -CRETE WALL 2 TYi�IGAL WALL R AM I NCIr- � IIIIII �' LL L_ I. SHEAR PLY AS REQ'D I. ROOF PLY. I. SHEAR PLY AS I I. ROOF PLY. 5. FLAT SEE SHEAR WALL REQ'D SEE SHEAR OUTLOOK�R © 56" SCHEDULE FOR PLY. 2. ROOF FRAMING. WALL SCHEDULE NAILING. I FOR PLY.- NAILING. -4. \j SIMPSON L774 2. 2X STUDS @ 16" 5. 2X BLOCKING W/ 2. 2X STUDS 16" FRAMING ,ING TO TOP O.G. (2) 8d EA. END PLATE Q 24" O.G. 2 5. 16d @ 16" O.G. q � 5. DOUBLE TOP 1 I TYP. SEE SHEAR 4. SIMPSON HI EA 4 5. 6d @ 16" O.G. SEE SHEAR PLATES _ O 1 I ZFOR WALL SCHEDULE RAFTER. TYP. WALL SCHEDULE 6. 2X STUDS @ 16" I� O SILL NAILING. FOR SILL NAILING. O G O 117 4. FLOOR PLY. 5. DOUBLE TOP 6 4. FLOOR PLY. 6 �. SHEAR PLY AS i 5 5. FLOOR JOIST. 6. RIM JOIST. PLATES 5. FLOOR JOIST @ REQ'D SEE SHEAR �\ !I WALL 5GHEDULE 0 l 6 I 7. SIMPSON LTP4 @ 6. 2X STUDS @ 16" 16 O.G.MIN FOR PLY. NAILING. �I � �� 24 O.G. U.N.O. ONLY 5 O.G. NO �. 5@� 450 M IN 450 3. O � 5 IF PLY. BREAK `-' A3 8"I U.N.O MAX 60 � 2XD KEGKERI ©8 !1_.9 � OGGURES AT THIS LOCATION. 7. SHEAR PLY AS REQ'D SEE 8 8. DBL TOP PLATES O.G. ATTACHED AT 1L EA. END WITH_Lu _ - 1 q 8. BLOCKING @ 48" 7 SHEAR WALL I Cl. STRAP WHERE OCCURS AT WALL 4 SIMPSON A55 CLIP. �� O O.G. 5GHEDULE FOR 5 MAX 2X4 7 q. 8d TOP AND PLY. NAILING. LINE F, PER PLAN OR SPECIAL TOP r=D LENGTH II-- I O O UN�RAG�. ,, I' BOT. 6 _ IS &'-0" MAX 2X6 - u i � � 10. 8d @ EA. SIDE 8. EDGE NAILING PLATE NAILING �B�ROGED LENGTH I - ✓ 41 OF BLOCK TO PER PLAN 7 _ II PLATE. IO.EDGE NAIL 11. EDGE NAIL 12. HOEDOWN STRAP V� SEE PLAN FOR is LOCATION AND SIZE. Lu _ • I � lln SHEAR HD CONN. @ FLOOR SHEAR CONN. @ EAYE SHEAR TRANSFER @ INTERIOR NALL -7 SHEAR CONN. @ C AELE 8 Wo O < I. EXISTING ROOF 1. I. DOUBLE 2X 1. DOUBLE 2X FRAMING OR 4x 1. SHEAR PLY AS 7-U REQ D SEE SHEAR � 1 PLY. FRAMING OR 4x POST NOTE: POST FOR HOEDOWN. I rte. ui O O WALL SCHEDULE 111F - 2. EXISTING ROOF FOR HOEDOWN. 2. P.T. SILL PLATE. WHEN CRIPPLE WALL I OGGURE5 ALLTHREAD 2. P.T. SILL PLATE 3. ANCHOR BOLT W/ FOR P�..Y. NAILING. '� m i _ ® I ' r FRAMING. 5. ANCHOR BOLT W/ 5X5X.22q PLATE 1- �� 1 I 5X5X.22q PLATE MAY BE EXTENDED A 4 WASHER, SEE SHEAR 2. 2X STUDS @ 16 O.G. 5. EXISTING 2X BLOCKING W/ (2) WASHER, SEE SHEAR 5GHEDULE FOR SIZE MAXIMUM OF 4 -O'. PROVIDE OI D SOLID BORRING E.N. 5GHEDULE FOR SIZE 5 O DAT ON AND SPAG I NG. 5. 16d @ 16" O.G. =' _Al O 8d EA. END 5 AND 5PAC I NG. 4. SIMPSON HOEDOWN, HOLDOWN POST. WHEN q 4. SIMPSON HDU 4 6 TYP. SEE SHEAR °� `J m m ✓� � � �n 4. 51MPSON HI EA SEE PLAN FOR SIZE DISTANCE IS GREATER HOEDOWN, SEE PLAN FOR SIZE AND � WALL 5GHEDULE w `- RAFTER. 5 E N AND LOCATION. HOEDOWN IS TO BE INSTALLED AT THE SILL LOCATION. FOR SILL NAILING. !! ��-� � f � tS� y q 5. DOUBLE TOP fl a INSTALL PER MANUFACTURES PLATE AND STRAP POSTS �-� E.N. 5. FLOOR JOIST SEE PLAN. 4. FLOOR PLY. c O X PLATES -mmmir7 SPEC IFIGATION5. PER DETAIL 5/52 AT THE - 6. FLOOR PLY SEE � s O 4 r 5. #4 DOWEL @ 52" FLOOR LEVEL. USE PLAN. 5. FLOOR JOIST @� �,� .IL LL 5 6. 2X STUDS @ 16 < r ° O.G. @ TWO POUR STRAP WITH EQUIVELENT 7 STRENGTH OF HOEDOWN. ° 7. (1) #4 REBAR 12" O.G.. 5 I O G a° _ 6. OPTIONAL GOLD HDU2 = MST48 =J WITHIN SHEAR GONE �4`�r �j �() 6. EDGE NAIL. 6 7. SHEAR PLY A5 } I v JOINT FOR TWO POUR. HDUS - MST60 - a 6" (I STORY) OF A.B. S, (1) #4 REBAR TOP a BOT -. O REQ'D SEE 6 ° I q O O a 7. (I) #4 REBAR 8" (2 STORY) U.N.O. 6 U) �n I SHEAR WALL ° a I /� ° WITHIN SHEAR GONE ° 8. SHEAR PLY. PER - t+f) j SCHEDULE FOR a I OF A.B.'S AND >))yy J PLANS. PLY. NAILING. _ °� HOLDOWN, (1) #4 O O� a° � q. SILL NAILING PER � cv a REBAR TOP a BOT � �l SHEAR 5GHEDULE. _ 8. EDGE NAILING. - ° _ U.N.O. c N •0 10. BLK'G @ 48" O.G. 5 12" (1 STORY) 8. SHEAR PLY. PER PLANS _ N dJ II. SIMPSON CNN ALLTHREAD SHEAR CONN. @ FLOOR 12 i 7 „ 15 (2 STORY) q. OPTIONAL "T" 12 " (1 STORY) EXTENTION. !. ROOF PLY. P• SHAPED FOOTING 15" (2 STORY) MANUFACTURED -7 TRUSS. 066 a �. BOXED SHE EXP 06/3016 + + + + + + + + + + + + + + SHEAR/HOLDONN CONN. @ FOUNDATION I I + + BAFFLE. Y AND r s�q I � NAIcivic �P NAILING TO I. SHEAR PLY ASI+ °F MATCH WALL 6 REQ'D SEE SHEAR WALL SCHEDULE + + + + J + + 4. Bd ��MATCH SILL FOR PLY. NAILING. NAILING OF WALL RANCHO ENO. JOS: 12-82 2. 2X STUDS (9 16 + + TYPE BELOW. 5 8 O.G. 5. SIMPSON A55 5. DOUBLE TOP DRAWN BY: JH BLOCK TO TOP + + + + O + + PLATES 6 SHEAR PLY AS 7 PLATES, (1) EA. + + + + + + GKD.BY: JPH RE D SEE SHEAR BLOCK. + + WALL 5GHEDULE + + + + + + + 5 4. FLOOR PLY. FOR PLY NAILING. DATE: OC -1105114 5. FLOOR JOIST @ 12" 6 6. EDGE NAIL. I 7. EDGE NAILING REV1510N: O 7. DBL. TOP PLATES. 4 5 8 .5"4) HOLE AS REQUIRED FOR 8. 2X BLOCKING, VENTALA, ICN. DRAI^{INO NUNISER JOIST TO JOIST. -SHEAR CONN. @ LAVE SHEAR/HOLDONN CONN. @ FOUNDATION I O SHEAR CONN. @ FLOOR I SHEAR EAFFL E CONN. I 0- 3+'2�4 l _. (R)(E) 4040 WINDOW TO— IN5TALL NEW 4030 XO -ti d I "Ell , �ZP 100 EXISTING BEDRM. EXIST. BATH ROOM '�is,� tion I EXIST. BEDROOM I A+ yo I s I (E) 3636 5H EXIST. CLOSET ..E.. I 4.0D� N T- o) ,yP /1�1 y -y I I O LO O do a IS -O I I p'- ------ REMOVE ----- 5016 A A ,4,\ �� E 4.0 4E INFILL �� E 4.01 E 15 BATH '�Q 4j� 2868Fit q.(01 3 ,ti EXISTING, BATH EXISTING LOFT 5' CLO. (R)(E) WDW5. HERE TO CREATE OPNO. TO NEW LOFT SPACE (2)(E) 4036 SH QIP 'le 3050 I , 5H EXISTING BEDRM. (E) 3050 5H Ell (E) 565,65, 5H REMOVE SECTION OF WALL TO INSTALL NEW GARAGE DOOR PER FLOOR PLAN (R)(E) 4036 (R)(E) 6065 SOD rr-� II �� II (R)(E) 3065 II � REMOVE AND INFILL (E) 6065 SOD "E" HD5A "E" HD2A BUTTE COUNTY OCT 302014 DEVELOPMENT SERVICES k 1 _ ��i 69 (R)(E) P05T (R)(E) P05T (E) P05T ❑ (E) P05T TO REMAIN S g% mum F, all 1 11 I Demolitip%w% WE E Pi I 1/411 - 1 -Fluw0 I N T- o) d) N I H O LO O do I w I �- i ® c� U cli>to o O I I Wo w BUTTE COUNTY OCT 302014 DEVELOPMENT SERVICES k 1 _ ��i 69 (R)(E) P05T (R)(E) P05T (E) P05T ❑ (E) P05T TO REMAIN S g% mum F, all 1 11 I Demolitip%w% WE E Pi I 1/411 - 1 -Fluw0 I ❑1 ❑ Date 10-5-14 Job PEDERSEN ADDITION ❑z4=== ID SHEET of 4 [31 113 N T- o) d) N m I H O LO • O �. -cu L - ® c� U cli>to o O Wo w dj Q C) O 0 I U O 0 W O L O A 00N r Z �ao H� w W� o ❑1 ❑ Date 10-5-14 Job PEDERSEN ADDITION ❑z4=== ID SHEET of 4 [31 113 O H H o �z Wo w U C) O 0 I H W O p O A 00N r �ao H� w W� o �O do co W �H W ❑1 ❑ Date 10-5-14 Job PEDERSEN ADDITION ❑z4=== ID SHEET of 4 [31 113 (R)(E) 4040 WINDOW jll �— IN5TALL NEW 4030 XO II! P; H E F,, l do III'i'! li IIF III 4'-O" >I (E) 11 SILL +51 ABOVE FIN. FLR. OSP _ (N) 5040 NEW WINDOW SHALL GA5EMENT MEET E511RE55 WINDOW REQUIREMENTS IATTIG 11 1/4 -11-01. OPEN Q) LI 0 W W tilm tu z 5 s Vis. t �a � °o ( �• d'�� � � l:�; � 'i f �., L rR Ell if = 1 1-0111/4 A ❑ 1 ❑ I O N H E a7 1 N LO �*,0!) O co LO () `wK~ C' e T 1� O d Ate' O 1.0- O w a � U o o p I O 0 O oom E--� N o w Q d o U O c. co w z w ❑ I O H E ^H H O O d X O w a � U o o p I O wh x oom E--� o w � x d o wp c. co w w ❑ Date 10-3-14 Job FEDERSEN ADDITION ❑ ❑ SHEET r- of 4 13,❑ tv I oft Floor Frac 4 g Pl,*-mm: "E" 55TBI6 "E" 55TB161 "E" SSTBIbI "E" 55TBI6 "N" 55T516 I 12" WIDE X 12" DP. CONT. FOOTING w/ (1) #4 TOP 4 BOT. w/ EPC44 w/ EPC44 J DEEPEN FOOTINGS AS REQ. FOR ANCHOR BOLTS. "E" 55TB28 "E" 55TBI6 "E" 55TBI6 "E" 55TB28 "E" 55TB28 12" WIDE X 12" DP. CONT. FOOTING w/ (1) #4 TOP 4 BOT. 'N' 55TB 16 FOUNDATION PLAN NOTES: I ALL EPDXY INSTALLED ANCHORS TO BE INSTALLED ❑ N_ o) N 0) U*) O LO 45 C i FEN* O 0 U 3 >O N U O z M d' n @2 0 I� H^ H 0 �d P4 WO f� T% O ll 1 V O I F—i W OT rl- p O W W� x o wo co eo W W F ---I w/ SIMPSON SET -XP EPDXY. HOLDDOM ANCHOR BOLTS TO HAVE 10 EMBED 4 SHEAR A.B. TO HAVE 7" EMBED. Date 10-3-14 2. DEEPEN FOOTINGS AS REQUIRED FOR ANCHOR BOLTS. a�`�f.�. EV, 1/411 = 1 9-011 Foundaflun .a Job FCDERSEN ,ADDITION ~'rrn ❑ ❑ SHEET h�P.N of 4 13,❑ DEEPEN FOOTINGS AS REQ. FOR ANCHOR BOLTS. "E" 55TB28 "E" 55TBI6 "E" 55TBI6 "E" 55TB28 "E" 55TB28 12" WIDE X 12" DP. CONT. FOOTING w/ (1) #4 TOP 4 BOT. 'N' 55TB 16 FOUNDATION PLAN NOTES: I ALL EPDXY INSTALLED ANCHORS TO BE INSTALLED ❑ N_ o) N 0) U*) O LO 45 C i FEN* O 0 U 3 >O N U O z M d' n @2 0 I� H^ H 0 �d P4 WO f� T% O ll 1 V O I F—i W OT rl- p O W W� x o wo co eo W W F ---I w/ SIMPSON SET -XP EPDXY. HOLDDOM ANCHOR BOLTS TO HAVE 10 EMBED 4 SHEAR A.B. TO HAVE 7" EMBED. Date 10-3-14 2. DEEPEN FOOTINGS AS REQUIRED FOR ANCHOR BOLTS. a�`�f.�. EV, 1/411 = 1 9-011 Foundaflun .a Job FCDERSEN ,ADDITION ~'rrn ❑ ❑ SHEET h�P.N of 4 13,❑ @2 0 I� H^ H 0 �d P4 WO f� T% O ll 1 V O I F—i W OT rl- p O W W� x o wo co eo W W F ---I w/ SIMPSON SET -XP EPDXY. HOLDDOM ANCHOR BOLTS TO HAVE 10 EMBED 4 SHEAR A.B. TO HAVE 7" EMBED. Date 10-3-14 2. DEEPEN FOOTINGS AS REQUIRED FOR ANCHOR BOLTS. a�`�f.�. EV, 1/411 = 1 9-011 Foundaflun .a Job FCDERSEN ,ADDITION ~'rrn ❑ ❑ SHEET h�P.N of 4 13,❑ w/ SIMPSON SET -XP EPDXY. HOLDDOM ANCHOR BOLTS TO HAVE 10 EMBED 4 SHEAR A.B. TO HAVE 7" EMBED. Date 10-3-14 2. DEEPEN FOOTINGS AS REQUIRED FOR ANCHOR BOLTS. a�`�f.�. EV, 1/411 = 1 9-011 Foundaflun .a Job FCDERSEN ,ADDITION ~'rrn ❑ ❑ SHEET h�P.N of 4 13,❑ FOUNDATION PLAN SEGT I ON 5/4 aE � I. M-�,Tx ❑ 1 1 ❑ d N O O N OD LO '000 O co LO L (� 'Raw%~ C s TT�� �1 0 .E L 40-- 0 O 0 o W w Y O O I U O L- L y --i G 00 N Z M LO W W W d � ❑ ❑ Date 10-3-14 Job FEDERSEN ADDITION 10 a� SHEET Cfi 3 'i r c C } f of 5 ❑ 1 0 0 H ^H H 0 O � d W w V L V O O I O y --i 00 N \ 0 O W W W d Wx O LO W W �H ❑ ❑ Date 10-3-14 Job FEDERSEN ADDITION 10 a� SHEET Cfi 3 'i r c C } f of 5 ❑ 1 0 WE5T ELEVATION SECTION G/5 N d7 N LO O M C e O W (II 1.0- C) U 3 0 U O Z M LO E)Ktevu w 1 % o k rkp IF 'mmzmml e- 1, V, F, cell t "I w I E Z - Date 10-5-14 Job FEDERSEN ADDITION ❑ SHEET Y^ of 4 13 ❑ GENERAL NOTES: I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE 51M!LAR TO DETAILS FOR SIMILAR CONSTRUCTION SHOWN ON PLAN. 4. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 5. ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED 15 SIMPSON PRODUCTS OR APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR MAX LOADING. 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL GHEGK ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK AFFECTED. -i. NO STRUCTURAL MEMBERS SHALL SE GUT, NOTCHED, OR OTHERWISE PENETRATED UNLESS 5PEGIFIGALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON THESE DRAWINGS. 8. PROVIDE OPENINGS, CURB5, FRAMING AND/OR SUPPORTS FOR ITEMS INDICATED ON ANY OF THESE DRAWINGS. q. DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL ENGINEER FOR ANY NEEDED CLARIFICATIONS. 10. STAIRS: RISE 4" MINIMUM TO 7.0" MAXIMUM; RUN 11" MINIMUM; HEADROOM 6'-5" MINIMUM; WIDTH 36" MINIMUM PER GBG. II. UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, LANDINGS AND RAMP5, BALCONIES OR PORCHES, WHICH ARE MORE THAN 30" ABOVE GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG. 12. FOUR STEPS OR MORE REQUIRES A CONTINUOUS HANDRAIL 54" TO 35" ABOVE TREAD NOSING PER GBG. 13. PROVIDE ATTIC, ACCESS FOR ALL ATTIC AREAS WITH 30" OR MORE IN HEIGHT, MIN. AGGE55 SIZE 15 22"X30" OR 30"X30" WITH NAL K, PLATFORM, AND LIGHT IF FAU 15 IN ATTIC. 14. PROVIDE INSPECTION IN ACCORDANCE WITH GBG SECTION 105. 14.1. NO SPECIAL INSPECTION REQUIRED FOR THIS PROJECT. DESIGN CRITERIA: I. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLL ONING CRITERIA: I.I. SEISMIC: -SEISMIC, IMPORTANCE FACTOR: I -MAPPED SPECTRAL RESPONSE ACCELERATIONS: 5s = 0.614, SI = 0.230 -SEISMIC SITE GLASS: D -SEISMIC RESPONSE GOEFF I"-,! ENTS: 5D5 = 0.556, SDI = 0.2g7, Gs = O.OSq -SEISMIC, DESIGN CATEGORY: D -BASIC SEISMIC, FORGE RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS -RESPONSE MODIFICATION FACTOR: R = 6.5 -ANALYSIS PROCEDURE: EOUIVALENT STATIC, FORGE PROCEDURE 1.2. HIND: -WIND SPEED: 110 MPH -WIND EXPOSURE: G 1.3. LIVE LOADS -RESIDENTIAL FLOOR LOAD: 40 PSF SITE WORK AND FOUNDATION: I. FOUNDATION SOIL SHALL BE NATIVE UNDISTURBED SOIL OR ENGINEERED FILL AS PER THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE SPECIAL INSPECTED AND A PAD CERTIFICATION FROM THE TESTING AGENCY SHALL BE PROVIDED. 2. IF NO GEOTECHNICAL REPORT NAS PROVIDED, DESIGN 15 BASED ON LOCAL JURISDICTION ALLOWABLE LOADS AND RECOMMENDATIONS. 3. GRADING SHALL BE PROVIDED TO ACCOMPLISH A 5% SLOPE AWAY FROM HOUSE FOR A MINIMUM OF 10'. -4. NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. 5. PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED CONCRETE AT POWER METER LOCATION. CONCRETE: I. THE MINIMUM GOMPRE551VE STRENGTH AT 25 DAYS SHALL BE 3000 P51 PER GBG. 2. ALL GEMENT USED SHALL CONFORM TO ASTM 0-150 STANDARDS. 3. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" BELOW TOP OF STEM WALL AND 3" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT IS" O.G. MAXIMUM HORIZONTAL SPAGING. 4. GONCRETE SLABS SHALL BE A MINIMUM OF 3.5" THICK PER GBG. SLABS UNDER LIVING AREAS AND IN GARAGE SHALL BE REINFORCED WITH REINFORCING 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 G-33 FOR STANDARD WEIGHT GONCRETE ANDS ASTM G-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 CURING COMPOUND. 5. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC. q. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE NALKS, SLABS, AND OTHER FLAT WORK. 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER ASTM G-134. 5 SACKS OF GEMENT PER CUBIC YARD OF CONCRETE. GEMENT TO BE PER ASTM G-150 TYPE I OR 2. REINFORCING STEEL: I. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORGIN G STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED EIRE FABR!C 15 TO BE ASTM A155 WITH LAPPING OF 1 1/2 SPACES. 2. ALL BARS SHALL BE DEFORMED PER ASTM A305. 3. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER BOND IMPAIRING MATERIALS. 4. ALL BENDS SHALL BE MADE GOLD. 5. SPLICING OF BARS IN CONCRETE SHALL HAVE LAPPING OF 30 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. SPLICING OF BARS IN MASONRY SHALL HAVE LAPPING OF 40 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. 6. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE, NO WET SETTING WILL BE ALLOWED. ANCHOR BOLTS: I. TYPICAL SIZE AND SPACING SHALL BE 1/2" (�> WITH A MINIMUM OF 7" EMBED INTO THE FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR SINGLE STORY AND 45" O.G. MAX FOR TWO STORY BUILDINGS. 2. PLATE NASHERS A MINIMUM SIZE OF 3"X3"XO.22q" SHALL BE USED ON EA. BOLT. 3. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL AT ALL HOUSE AND GARAGE PERIMETER WALLS AND AT ALL INTERIOR SHEAR HALLS. 4. FOUNDATION SILL AT INTERIOR NON -SHEAR WALLS MAY USE SHOT PINS FOR CONNECTION TO SLAB. SHOT PINS MU57 BE 0.140" SHANK DIAMETER WITH 0.300" HEAD DIAMETER AND WASHER AND A MINIMUM OF 2.5" LONG. 5. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12" OF EACH END, OR TWO BOLTS BETNEEN HOLDONNS. 6. AS A REPAIR FOR MISPLACED OR MISSING ANCHOR BOLTS SIMP50N 5/5"X7" WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR MUST BE EMBEDDED A MINIMUM OF 4.5" INTO THE CONCRETE WITH AN EDGE DISTANCE OF 25". INSTALL ANCHORS PER MANUFACTURES SPECIFICATIONS. HOLDONN5: I. ALL HOLDONNS ARE SIMPSON STRONG -TIE OR EQUIVALENT. 2. LOCATION OF HOLDOWNS ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, TYPE OF HOLDONN AND THE MANUFACTURES RECOMMENDED INSTALLATION. 3. ALL HOLDONNS ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. LUMBER AND CARPENTRY: I. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD GRADING RULES NO. 16 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM MOISTURE CONTENT OF Iq%. 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL it OR G -D GRADE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. 3. STRUCTURAL PLYWOOD MAY BE SUBSTITUTED WITH AN EQUIVALENT APA RATED ORIENTED STRAND BOARD (OSB). 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RESISTANT MATERIAL. 5. STRUCTURAL MEMBERS SHALL NOT BE GUT OR NOTCHED UNLESS SPECIFICALLY NOTED OR DETAILED OR IS IN ACCORDANCE WITH THE GBG. 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED. 7. GROSS -BRIDGING SHALL BE PROVIDED AT 5' O.G. FOR DIMENSIONED FLOOR JOIST OVER 10" IN DEPTH. GROSS -BRIDGING SHALL BE PROVIDED AT 10' O.G. FOR DIMENSIONED ROOF RAFTERS OVER 10" IN DEPTH. USE SOLID BLOCKING OR AN APPROVED METAL TYPE BRIDGING. 8. ALL NAILING TO BE PER GBG TABLE 2304.q.1, UNLESS OTHERWISE NOTED. q. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGER. ALL PLYWOOD PANELS A MINIMUM OF 4'. 10. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. AS REQUIRED AND REQUESTED BY THE GENERAL CONTRACTOR. 11. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB ON METAL POST BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREADED WOOD.) POSTS OR COLUMNS RESTING ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 5" ABOVE GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH A SIMPSON PB5 ANCHOR OR EQUIVALENT, UNLESS NOTED OTHERWISE. 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 36" IN WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 3' TO 6' IN WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6'. 13. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRUSS OR RAFTER. 14. PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. 15. BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A507 MACHINE BOLTS UNLESS OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE I/16" SMALLER THAN THE BOLT DIAMETER. 16. HOLES FOR LAG SCREW SHANK SHALL BE THE SAME DIAMETER AND LENGTH AS THE SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 70% OF THE SHANK DIAMETER. 17. PROVIDE MALLEABLE IRON WASHERS OR GUT PLATE WASHERS UNDER NUTS AND BOLT OR LAG SCREW HEADS THAT BEAR ON WOOD. I5. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 75% OF THE NAIL SHANK DIAMETER. Iq. INSTALL FIRE BLOCKS TO GUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIRE BLOCKS SHALL BE OF 2" NOMINAL THICKNESS. LOCATION OF FIRE BLOCKS ARE AS REQUIRED BY THE GBG. 20. ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL BEARING TO FOUNDATION UNLESS OTHERWISE NOTED. 21. ALL WALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID BLOCKING, UNLESS NOTED OTHERWISE. 22. PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS AS REQUIRED. 23. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS AND AT SHEAR WALLS. 24. REFER TO MANUFACTURES SPEC, IFIGATIONS FOR DRILLING AND GUTTING HOLES IN NEB5 OF MANUFACTURED I -JOISTS. 25. EXCEPT WHERE PLANS SHOW SPECIFIC, FRAMING ALL FRAMING SHALL COMPLY WITH THE GBG CHAPTER 23, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. 26. FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.7 27. GLUE -LAMINATED BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH THE GBG 1704.6.2. BLOCKING DETAIL RAFTER PURL I N/RI DOE BEAM CONNECTION SMEAR WALL S�HEDULE WALL SYSTEM STRENGTH: 173 PLF SEISMIC A 173 PLF WIND 3/5" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: ad (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. @ EDGES 12" O.G. © FIELD 1/2"(P ANCHOR BOLT SPACING 72 N/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d 9 6" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 260 PLF SEISMIC I 260 PLF WIND 3/5" 5TRUGTURAL WOOD PANELS (BLOCKED) NAILING: ad (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. © EDGES 12" O.G. (9 FIELD 1/2"cP ANCHOR BOLT SPACING 45" N/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d 4" O.G. (COMMON, BOX OR SINKER) ZL WALL SYSTEM STRENGTH: 364 PLF SEISMIC, 511 PLF WIND 3/5" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: ad (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. © EDGES 12" O.G. ® FIELD 1/2"(P ANCHOR BOLT SPACING 24" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d 3" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 532 PLF SEISMIC D SEE NOTE 1 744 PLF WIND 3/5" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: ad (COMMON OR HOT DIPPED GALVANIZED) 4" O.G. @ EDGE5 12" O.G. @ FIELD 1/2"cP ANCHOR BOLT SPACING 16" W/ 2X P.T. SILL 5/5"(P ANCHOR BOLT SPACING 24" V4/2X P.T. SILL SILL SHEAR TRANSFER NAILING (2) ROWS 16d @ 4" O.G. (COMMON, BOX OR SINKER) TYf='. SMEAR V�ALL NOTES I. FOR SHEAR WALL TYPES D � E FOUNDATION SILL PLATES AND ALL FRAMING RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LE55 THAN A 51NOLE 3x MEMBER. NAILING TO 3x MEMBERS SHALL BE STAGGERED. 2. WHEN T-1-11 SIDING 15 USED FOR SHEAR PLY. INSTALL DOUBLE STUDS STITCH NAILED W/ 16d'S 12" O.G. OR 3X MEMBER AT ALL PANEL JOINTS AND EDGE NAIL EACH PANEL AT JOINTS. 3. ad 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. 5. PLATE WASHERS TO BE WITHIN 1/2" OF PLYSIDE OF SILL PLATE FOR ALL ANCHOR BOLTS. TYf=' 1 SAL FRAM I NO NOTES I. ALL HEADERS @ INTERIOR BEARING WALLS $ EXTERIOR WALLS ARE 4X12 OR 6X5 UNC). 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS AND BEAMS SHALL BE NAILED TOGETHER WITH 2 ROWS 16d'5 @ 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 MATCHING F05TS EXTENDING TO SUPPORTING BEAM OR FOUNDATION BELOW. 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUCTS OF SIMPSON STRONG -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. IX4 GROSS TIES AT 45" O.G. MAX. 7. WHERE GIRDER TRUSS OCCURS, PROVIDE FULL BEARING SUPPORT U51NO BUILT-UP 2X STUDS OR 4X POST, UNLESS NOTED OTHERWISE. 5. AT CALIFORNIA OVERFRAMING THE LOWER ROOF SHEATHING SHALL BE CONTINUOUS EXCEPT WHERE 22"X50" AGGE55 15 REO'D. q. ALL FASTENERS PENITRATING PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. I. LSTA18 b `' 2. 2X BLOCKING SEE BLOCKING DETAIL O 3. I0d'5 (7) © EACH END 4. ROOF PLY 5. TOE NAILING y I. SLAB AND 6. RIDGE BEAM PER :K [L LL PLAN - f I NOTE: � 7. RAFTER PER PLAN WHEN CRIPPLE WALL 2. 2X P.T. LEDGER W/ �� is)(2) OCGURES ALLTHREAD )/2" A.B. g 36" o 8. PURLIN PER PLAN MAY BE EXTENDED A O.G. STAGGERED. 7 MAXIMUM OF 3. FLOOR JOIST SEE PROVIDE SOLID BEARING PLAN. TO FOUNDATION FOR 6" (1 STORY) - HOLDONN POST. WHEN 5" (2 STORY) PLAN. DISTANCE 15 GREATER 5. (1) #4 REBAR TOP HOLDONN I5 TO BE ° & BOT U.N.O. INSTALLED AT THE SILL _(( K y PLATE AND STRAP P05T5 PER DETAIL 5/52 AT THE FLOOR LEVEL. USE STRAP WITH EOUIVELENT a Q� a STRENGTH OF HOLDONN. HDU2 = MST45 - _ I 12" (1 STORY) HDU5 = MST60 �l 15" (2 STORY) f SHEARMOLDOM CONN. (D FOUNDATION I. DOUBLE 2X FRAMING OR 4x POST FOR HOLDONN. 2. PTDF SILL PLATE 3. ANCHOR BOLT N/ 3X3X.22q PLATE WASHER, SEE SHEAR SCHEDULE FOR SIZE AND SPACING. 4. SIMPSON HDU HOLDONN, SEE PLAN FOR SIZE AND LOCATION. 5. FLOOR JOIST SEE PLAN. 6. FLOOR PLY SEE PLAN. 7. (1) #4 REBAR WITHIN SHEAR GONE OF A.B.'5, (1) #4 REBAR TOP a BOT U.N.O. 8. SHEAR PLY. PER PLANS. q. SIMPSON CNN a ALLTHREAD . 10. SILL NAILING PER SHEAR SCHEDULE. 11. EDGE NAILING PER PLAN. W TYF I GAL LUMBER GRADES - 0 0) I. 2X, 4X BEAMS, HEADERS AND POSTS DF#2 OR BETTER. O ti_ N < O w = W - w O Q 23>x > tu pwZ:r Z_ - -t- Npt-t� 10 E-4�`np0 ,r 2. 6X BEAMS, HEADERS AND POSTS DF#1 OR BETTER. z 1 H: O �� Z ( v O LY_ ---t w 3. 2X JOISTS AND RAFTERS DF#2 OR BETTER. w Q �, 2 H fLL � v z }- 2 p p p 0 lu 0~wziOzu--O_�if ZZ<t- 4. 2X STUDS 10 MAX HEIGHT DF#.: OR BETTER. z t- � Q O v z al p Q uv Q Lu zO��uwpw�w�Q�t-<L1Qw z `� < 5. 2X4 STUDS 14' NONBEARING Dw to F#2 OR BETTER. S1L� Z 1 1,- Z Q N N O V MY<zQ-Z Q OLZZ!Yvz z[L zt-pQ zcn<ww4>aw 6. 2X6 STUDS 15' MAX HEIGHT STUD GRADE OR BETTER. 4 IU V O -5 O z W w Z Q 0 l_0�0Q ni';--�l tXi�t-ate d4 7. 2X6 STUDS 20' NONBEARING DF#2 OR BETTER. q), it 8. GLUE LAMINATED BEAMS 24F -V4 NITH 2000' RADIUS. I� q. PARALLEL STRAND LUMBER (PSL) Fb=21-100 PSI Fv=2q0 F51 E=2.OX10~6 PSI 10. LAMINATED STRAND LUMBER (LVL) Fb=2600 PSI Fv=285 PSI E=1.8X106 PSI 11. ROOF PLY 10 BE 1/2" CDX (32/16) OR OSB STAGGER JOINTS & RUN PERPENDICULAR TO ROOF FRAMING. NAIL WITH Bd'S 6" O.G. © EDGESAND BOUNDARY 12" O.G. FIELD UNO. 12. FLOOR PLY. TO BE 3/4" T/G (48!24) OR EQUIVALENT 05B STAGGER Lu JOINTS $ RUN PERPENDICULAR TO FLOOR FRAMING. GL UE AND FASTEN WITH Sd'5 O.G. @ EDGES AND BOUNDARY 12" O.G. FIELD UNO. RAF TER Sr-,, HEDUL TILE MEMBER: DF #2 F OOF I NO ROOF I NO Z X. ALLOW MAX. ALL OW. PAN. SPAN1. . - G,OMIXONr- I v- J - iE-- o CALIFORNIA OVERFRAMINO 1-TERS. - 0 2X4 @ 24" O.G. 6'-q" 7'-3" t 2X6 (9 24" O.G. 10'-3" 11'-6" 113- ti�t�O 2X5 © 24" O.G. 13'-0" 2X10 9 24" O.G. 16'-O" I5' -O" Lu ly p) 2X12 © 24" O.G. Iq'-O" 21'-O" Lu LL �� LU HIP AND VALLEY RAFTERS 2X6 q'-3" 10'-0" SII 2X8 10'-q" II' -q" r T 2X10 12'-3" 13'-6" 2X12 13'-q" 15'-0" 7- 1.75Xq.5 LVL 15'-6" 16'-6" 1.75X11.875 LVL IS' -3" Iq'-6" - z- - is �EILINO MOIST Sr -,,HED. LU nn '6- 2X4 C9 16" O.G. DF#2 MAX. SPAN = 11'-0" Q 2X4 (9 24" O.G. DF#2 MAX. SPAN = q'-3" ![ 2X6 @ 16" O.G. OF#2 MAX. SPAN = 16'-q" 0 Z O O 2X6 (9 24" O.G. DF#2 MAX. SPAN = 13'-6"All ® low c� 2X8 @ 16" O.G. DF## - MAX. SPAN = 21'-0" S 0 2X5 ® 24 O.G. DF 2 MAX. SPAN I -3 1- 2X10 � 16" O.G. DF#2 MAX. SPAN = 25'-3"1 %_ _' < 2X10 @ 24" O.G. DF#2 MAX. SPAN = 21'-6" �w 12" (1 STORY) _ 155" (2 STORY) CONN. ® FOUNDATION EXP. 0/16 * DF �qL RANCHIO ENO. JOB: 12-82 DRAWN BY: JH CKD.BY: JPH DATE: 01i/05/14 REVISION: O DRANINO NUMBER y I. SLAB AND a :K [L LL REINFORCEMENT�- PER PLAN. 2. 2X P.T. LEDGER W/ �� is)(2) )/2" A.B. g 36" o O.G. STAGGERED. U) 3. FLOOR JOIST SEE PLAN. 4. FLOOR PLY SEE - PLAN. 5. (1) #4 REBAR TOP & BOT U.N.O. EXP. 0/16 * DF �qL RANCHIO ENO. JOB: 12-82 DRAWN BY: JH CKD.BY: JPH DATE: 01i/05/14 REVISION: O DRANINO NUMBER I. VERT BAR AT ALL I. 2X FRAMING OR 3 - 2"MIN. I. 2X BEOGKING AS F- REQ'C FOR PLY z ,,, • 4d 2f MIN) MIN) CORNERS AND POST AS REQUIRED HOLDOWN, SEE r EDGE NAILING. �� �_[�-F�F- END INTERSECTION BENDS. 1ANFOR PL-4 2"MIN 2. ANCHOR BOLTS PL, O 0< 0lu _ w O 0 W w d d I x 2. (2) VERT BARS AT END OF WALLS. 2. PLY. SEE PLAN FOR REQUIREMENTS. ��C 5. DOUBLE 2X TOP PATS WITH 4'-0" MIN b1uzxz�vvQ=F- >z �!� p �- tY_ p z a � Q J N Q O z 6F O E O z} Q} + rt T===111� SPLICE. (14) 16d < \ -N -�� �• I 3. 2X WALL SIN<E C-AGH SDE OiJIREC wF-vuwd0-�w�-v�F- w�����>'�vw��QO�Q� zz-� w - - �s► �- � TY P. - L/3 MIN. D FRAMING. 4 LOWER AND UPPER SP' i� OR PLATE `-`,E zLu < 0 !l O w - z u. z l') -� z d JU zE-(�.p� OUzpaQ Qua w z 0) - w w - z w tx Q 135° MAX L=GER. SPAN MIN. 4. 2X FLOOR PLATE SPLICES MUST ! BREAK. REQ'C @ ALL ctl O v O z d Q gi p- w MIN. INSIDE MIN. INSIDE FRAMING, REFER TO OCCUR WITH A MINIMUM I EXT. AND INT. SHEAR WALL LINE5. }- -wd u� V z w 2 O lfl Ili !L Q z Q- -- U Q z F- Z w v Z `� � �' BAR SIZE _BEND "D" BAR SIZE SEND "D" I N I MANUFACTURES RECOMMENDATIONS � ,� OF 4 -O SEPARATION 4. HEADER SEE PLAN. z z �- Q � Fx > � w zwdFu G Q p O = w z Q w t1 O #5 - #8 6d #5 - #5 4d Q 3D MAX. �- MANUFACTURED A U 1 5. 2X STUDS @ 16" O.G. TYP. of-V_0 JNiF 3:V (iF-{L-D'-P% #q - #11 8d #6 - #8 6d 1 li N FOR STCTURED r 6. (2) TRIMMERS #14 $ #18 IOd TYPICAL STIRRUPS 4 TIES I � PRODUCTS. RC-Q'D @OPENINGS 8'-O" OR LARGER. STANDARD BAR HOOKS ANGLE D/4 5 -� 2 KING STUDS AND BENDS FOR CONCRETE: p 4 MAX. REQ'D @OPENINGS LAP 30 BAR _ 3 6'-0" OR LARGER. O OR 24" MIN. U.O.N CORNER 6 8. (2) SILLS REQ'D @ 6_ FOR G.M.U.: SINGLE CURTAIN PLAN SECTIONS 10 OPENIN05 6'-0" OR I� LAP 48 BAR 1 _ .4 x DI 0 AR0Ef U.O.N. MAX. H1:1. 2X SILL PLATE <7- 16ga MIN. TIE WIRE -4 In - \ ci Z TYi�. CORNER/NOTCHES/HOLES � � II- .� 7"rF. HOOKS I$ BENDS I T1'i=. CONCRETE WALL 2 TYi� I CAL WALL FRAM I NO � O u- '� 1. SHEAR PLY AS I. ROOF PLY. i REQ'D 1. ROOF PLY. 1. SHEAR PLY AS 3. FLAT ! SEE SHEAR WALL REQ'D SEE SHEAR OUTLOOKER @ 56" SCHEDULE FOR PLY. 2. ROOF FRAMING. WALL SCHEDULE O.G. NAILING. I FOR PLY. - 4. S I MPS L7P4 2.2X STUDS @ 16" 5.2X BLOCKING W/ NAILING. 2. 2X STUDS @ 16 FRAMING TO TOP O.G. (2) ed EA. END C 2 3. 16d @ 16" O.G. O G 5. DOUBLE TOP - 2 TYP. SEE SHEAR 4 4. SIMPSON HI EA 3. f6d @ 16 O.G. TYP. SEE SHEAR PLATES O 4 WALL SCHEDULE RAFTER. WALL SCHEDULE 6. 2X STUDS @ 16" " FOR SILL NAILING. 6 FOR SILL NAILING. O.C. 4. FLOOR PLY. 5. DOUBLE TOP 4. FLOOR PLY. -?. SHEAR PLY AS ! 5. FLOOR JOIST. PLATES REQ'D SEE SHEAR l�-�I �- 1 6. RIM JOIST. 5. FLOOR JOIST @ 16 O.G. WALL SGHC--GULF 1� w O 6 1 4 7. SIMPSON LTP4 @ 24" O.G. U.N.O. ONLY 5 6. 2X STUDS @ 16 O.G. 6. 2X BLOGKING MIN 45° FOR PLY. NAILING. 8. EDGE NAILING �- !I/ 7. A35 @ 48" O.G. O° 5 IF PLY. BREAK U.N.O MAX 60 1 Lu w OGGURES AT THIS 7. SHEAR PLY AS REQ D SEE 8 8. DBL TOP PLATES O.C.ATTACHED AT �--u 1L iL� i LOCATION. �, STRAP WHERE EA. END WITH ((� v 1 8. BLOGKING @ 48 SHEAR WALL SCHEDULE FOR 1 OGGURS AT WALL 4 SIMPSON ,435 CLIP. MAX 2X4 u O.G. 5 O O �. 8d @TOP AND PLY. NAILING. LINE F, PER PLAN OR SPECIAL TOP UNBRAGED LENGTH- i O U SOT. 6 I S 6'-O" MAX 2X6 - >!1 p 10. 8d @ EA. SIDE 8. EDGE NAILING PLATE NAILING �NBaR OGED LENGTH Li < 5 ! OF BLOCK TO PER PLAN 7 I PLATE. IO.ECGE NAIL 11. EDGE NAIL 0 12. HOEDOWN STRAP SEE PLAN FOR ks) 'S 1 LOCATION AND SIZE. LU I w ` n SHEAR I$ HD CONN. � FLOOR � SHEAR CONN. @ EAVE (o SHEAR TRANSFER © INTERIOR WALL -� @ SHEAR CONN. OABLE £'7 f_ I. EXISTING ROOF 1. DOUBLE 2X 1. DOUBLE 2X FRAMING OR 4xREO'D 1. SHEAR PLY AS SEE SHEAR Z _ O O I PLY. FRAMING OR 4x POST NOTE: POST FOR HOEDOWN. 1 NAL SCHEDULE r. _ im O o '{ 2. EXISTING ROOF FOR HOEDOWN. 2. P.T. SILL PLATE. NHEN CRIPPLE WALL 1 OGURES ALLTHREAD C 2. P.T. SILL PLATE 3. ANCHOR BOLT N/ OR PLY. NAILING. . - Orn U) t_ FRAMING. 3. ANCHOR B BOLT N/ 3X3X.221i PLATE < 3 1 3X3X.22Q PLATE MAY BE EXTENDED A 4 MAXIMUM OF 4'-O''. WASHER SEE SHEAR 2. 2X STUDS @ 16" O.C. v 1- 3. EXISTING 2X 4 WASHER, SEE SHEAR SGHEDULE FOR SIZE m BLOCKING W/ (2) SCHEDULE FOR SIZE PROVIDE SOLID BEARING E.N. AND SPACING. 8d EA. END 3 AND SPACING. TO FOUNDATION FOR HOLDONN POST. WHEN 4. SIMPSON HDU 6 3. 16d @ 16" O.G. ,- TYP. SEE SHEAR 4. SIMPSON HOLDONN, q HOEDOWN, SEE PLAN 4 4. SIMPSON HI EA SEE PLAN FOR SIZE DISTANCE 15 GREATER FOR SIZE AND WALL SCHEDULE q►� RAFTER. 5 �_ E.N. AND LOCATION. HOLDONN 15 TO BE LOCATION. FOR SILL NAILING. -' I 5. DOUBLE TOP ,., a INSTALL PER MANUFACTURES INSTALLED AT THE SILL PLATE AND STRAP POSTS ._, E.N. 5. FLOOR JOIST SEE , i I 1 4. FLOOR PLY. � G1 "�� O X ` PLATES .. SPECIFICATIONS. PER DETAIL 5/52 AT THE _ PLAN. 6. FLOOR PLY SEE ,.fi< -- r 4 5. #4 DOWEL @ 32 FLOOR LEVEL. USE PLAN. 5. FLOOR JOIST Ca, fL 5 6. 2X STUDS @ 16" ° , -� O.G. @ TWO POUR STRAP WITH EQUIVELENT # -7. (1) 4 REBAR 12" O.G.. �- O.G. a < A a a a = _ �a GONC1T10N. 6. OPTIONAL GOLD ° . STRENGTH OF HOEDOWN. HDU2 = M5T48 =J WITHIN SHEAR GONE 5 6. EDGE NAIL. � is) 6 7. SHEAR PLY AS } } I JOINT FOR TWO POUR. . HL = M5T60 OF A.B.'S, (1) #4 REQ'D SEE 6 ° I = q �. (i) #4 REBAR 6" (I STORY) ° REBAR TOP ff BOT U.N.O. SHEAR WALL SCHEDULE FOR a i- ° a I/O ° I WITHIN SHEAR GONE OF A.B.'S AND 8" (2 STORY) w ° 8. SHEAR PLY. PER �6 - f) a `- >))y PLANS. PLY. NAILING. ° I � HOLDONN, (1) #4 O �f�ll = O ° q. SILL NAILING PER - a I REBAR TOP BOT � � a ° as � SHEAR SCHEDULE. 1 8. EDGE NAILING. - ° _ U.N.O. .° 10. BLK'G @ 48" O.G. ESB, 5 12 (1 STORY) 8. SHEAR PLY. PER PLANS cv c� 11. SIMP50N CNN ALLTHREAC SHEAR CONN. FLOOR 12 „ 15 (2 STORY) ci. OPTIONAL "T" - 12" 0 STORY) EXTENTION. P• p ! I. ROOF PLY. SHAPED FOOTING 15" (2 STORY) 2. MANUFACTURED . ' TRUSS._ Q 066 a o + + + + SHEAR/HOLDOWN CONN. © FOUNDATION I I 5. 2X BOXED SHEAR BAFFLE. PLY AND EXP 61301"6 + NAILING TOsT civic �P 1. SHEAR PLY AS REOSEE SHEAR + + + + + +fALOGW WALL 4 6 WALL SCHEDULE q,L NAILING. FOR PLY. NAILING. + + + + + 4. 16d'S MATCH SILL NAILING OF WALL RANCHO ENC. JOB: 12-82 2. 2X STUDS @ + + + + + + TYPE BELON. DRAWN BY: JH 3 8 O.G. 3. SIMPSON A35 5. DOUBLE TOP BLOCK TO TOP + + + + + + PLATES 6. SHEAR PLY AS PLATES, (1) EA. + + + + + ' + REQ'C SEE SHEAR GKD.BY: JPH BLOGK. 4. FLOOR PLY. + + + ' + HALL SGHEDULE FOR PLY NAILING. DATE: or-1105114 + + + + + + + + + + + 5 5. FLOOR JOIST @ 12" 6 O.G.. 6. EDGE NAIL. ' T i. EDGE NAILING REVISION: O -7. DBL. TOP PLATES. 4 5 0,. 5",:P HOLE AS 8. 2X BLOGKING, REQUIRED FOR VENTALATION. DRAWING NUMDER -4-L-ID JOIST TO JOIST. 6 � SHEAR CONN. @ EA\/F SHEAR/HOLDOWN CONN. © FOUNDATION I O SHEAR CONN. @ FLOOR 14 SHEAR BAFFLE CONN. 15 r r a a , . a + r • e J tg O fit 7 y N f0) o rp, n O -+ < ,O) W m -+ 7 ,q p o rp7 (n um =: -- OT O � 7'e) O m c (D 5 ,D r ,at m o N m m �'o, O i n ° -+ m D (m 3% = 0,, I E E,, n o m rxn O 0 S _ _ � � ro n -. N o �) U ._.. N � � m 03 <n O O J (lis An OO Cn U - 3 c.r1 O (.il (n O ,Z N Oo oaf $ J N OC(O b O' o o o o J rJ1 mmm O O tri G',O D D O. 3 o 3 o a x U 3 3,:E mi. f; - (n c � .. _ -a o o 0 o)aa - o- �) o- s)- �a�� w e Ay x. o- m..-'`.F��J,-0 o o _o O10 _> 3 N � �- -o v o �wZ 0 �� 0 � �. ].-r^a y x'iaj =m ;� moo -i r�F y ycm -.a53, m om"pOo -.-»-..Jr, � V �m .o mm m= v mao -. 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(i1 J' ^ 3 w ra x y d (a a w S N 5 �' J 3 n .-0 ^• y C d m �` Q y c O 3�,0 a mon = W y y n E- c No < N m O < 0 O N < a� a m N a£i m3 � f N m a a- O mR=3vN»v_E C w -o = m o y o E D (_n m m ='o a � -o VI C _= m o m vac ns N 0 3 o» m 3 m m m m e o o n , O m n$ � a mm m aS m s 0 (D :5 rn m al E v! m N A m fD N m £ o = m m `? o° 3 m min o£i w° 2 ora m m NN dna cmi a .Cr m iv 5 ° oi`y I,,, -3o a,rm^,m`"3 m 3 3 m v c n v m d _ �m % ac y m C 7 d �, c1 3= mei $ a - ~ w v a �gI N = � a m m f a ,Ano c m=? 3.=. o < a •• ° 5 m< m° n t g o m m 3. = y a $ N m rn 0) m ei m � f. wo ? 3. mq n m m -m a.m y E Eyy 3v�a= Naj N == mo N = m a a�: a m -iJ n o o m a= armn� m 0 N@3:'=nm n^ w m S fD d 3 n n. n o - _ " N d (n �1 `5-. m m° E S m a � J= c 3 m o'.3 ao N y •2 nwv m g y w o O d S tD n o C O 0 ' m 3 m 3 > D (D o? o= n %°£< . m m rr E a o o cmD or w ami n c o `- Q N° 3 2 a a3 o'E'c ma (T,D c m sa (D N 6. y S o o m y m m o mm m m m� n 'rad ao 3a a ym £ o o:m me E v =yd vacv6Ao3-3=(7 Nm^ac. o y m v m N O - -n--mS w c m £ m °: oa o ora d o o N =- A m mm m N F O y J w m -o E112ON3 J- m 0 2 3 m 9 ((Ai W ?vac m o m N 3 m 3 o `o'o ma 's o �m c m a � r)ao `"oc3o .- 7 m� N c = 3 a v c O ra ^a3 m O � £ I N y n C i +� m J N ym a ._.. ma m C o v mo m J N •< m O p m g N A a (= O= = a o N mom,°' c m- 0 a J n i = 0»3 o 3 w = ce n n m Dm$ a E 2 m » rrn m = m o = O 5 c g v 3 rD .y.. S -_+t a am t° o -o o < m a to =t ,o m S in, 3 r•'yc32, 2: -I -e 3 C) N m f CL (n m O a D m (D O m- _= m m A N n r O m y d m o 4' o 3 D n N A o = °c ° °- m N ro N O y= '^) 3 7 o C 3 a i W N d O N a (A bis O m mo a w 'n m J C. O j. m o n d D y n a n m c .cn.. N. is �' m m =w o N O 11 = C 'r a 0 IDDD � a'o< 0 n � N cc v j qt 001 a a, o) K m a3) » a M m o< N N m m n -A m3 N (z7 N �' -t g O ° o J m n=- c O V L7 N W y N (l m � m 3 m' m . 1. I certify Mat this Certificate of Compliance documentation is accurate and complete. Si a'�' x- N F '4_' N m Or O) m (oi N V 8 < co, C 0Q,.0, 9 rn N o fa_) N (n m w, C m � (n •11 A o m N -. 3 ,&i � n I T C (n y (m m m (T O ' U • N O - N o cat N J � `� � C)- o � � � W C m - o g Z 9 m O D (mi O 3 ro rL D 12.0 y w' y 0 vomoo o• o ° o o s-- omo mNiT' 8 i 3 0 Som O a. 0 mov -° "oo oo Existing -O o o C) �m .o mm m= v mao ". o0 00 - -- 0 0 o 0 0 0 0 o 0 O 00 Ewo .D 0 r 00 - nmb) 1 a = 'Srortt E. rimes 3 r) m � Z Z 1) o Wlndow4 NC <" mmF.OS aC_. .. " N = m° 2 �J�N sv (-F5- rn (O, O o m m^ amm �, � n rn m wm� -t _ = o , NCo .. a .. n .. o- N .. j�?1 12.0 m A J No S�l.� mD Or $ °of 3 0 . N 10.5 .�.. C_.m �.. (a ei 2 m ,7 o o O 7 a 4Nf ra (i 1415 S.. 5� m o %O ,ora= Z J- A m m mo �E 3 d N N y - M g r o O M o �o m C m (n m O m 7 N to 3.� _. J m. m n D --I Q - -may- ^ N-J.yo-• 10 0 =- 2 m a =o oc o £ N w m w 2 ,y Q o c m 3 mm � m O d m 70 D= O m 3 a- eco 'm (,D� J a 3 6 J 3 J 3 ,n m = 3 N AaClm m Window 14 O n Sm _$ no til A m£» y ' vO vmm a I O m Window 15 K a m y D) = w m, < < D WA nC 3 O J o J C y _,to m < m 0) �• N c v -' 7.00 N m 0.34 �. C 3 c 3= y C$ 3 3 J g- m N O a .m.0 ?)� N v O O - - (� 10.0 m 3 O m J b m m a ,< m Q (.•% a N (7 m- = C y d `� O O a » m .n» o y m 3 o N a_ 7 J j = Q N'0 < = A A N C A m .Z7 - o ra to y N N n° i = = a N 3 o 3 y a m c d m ^�J� ° 7 '� O �' (a m 2° N N? 7 n y F 3 y Q J 7- J n c - c G d o c 3 N a d d < m -' !. N m O m N N C F 3 �p o° = d o f o, to W 0) ? (j O 0 3 N m m ?i = a H n S. = a m ur m -- m v, N `< - ei C Window 25 Left Wall 3 -- - 1 y m c . N = m n g W E o 3 c s. n 3 d 3 3 3- ?. 0.34 ° O a x^ n ,<. n m d r' m o y 3 y= O A N y(❑,�n is a �' = O m a E e1 C N o- 'm a m s -_ 15.0 (Tl D C EQB-1 d j N m m 3 y c- "a E 3 R c j -• 1 S'o L -O .. n .2 n alt, (n y o n o A 3 N- ED = m m y c: » d. R of (JO m (D a o pa '° vi " fD N y a N O Z O N= - y " d y C. - O ,C - rt 0 o £ = N m i7 n» tT emn - !T C _ D til S C-- O n Q C m m 3 o n o Sm ra a= O O __ = pp 0 ll J m n.y» a E£ y = g. W g =z m m m o £ d -'3. m C O n m acv', m m m < a A o' R=i 9 m M = 'o W R= vac, o 'a d _ n m = C» =cf N oaa J m- J= O D a ,-= m m m N% m N m D = y mv3ac �.Q m o Vis- rn m a w a m 3 y O d= o o O m ?m A m o g 3 ° 3 o n m �� J A m a m yam N v m ol n N A o= o a= o d s c a F m 3'a „,, _ ;y 5 9- m Q 3 o to m ou,5av m n m m onN <'o an d = N =m n d �' m ° N m y s O o o,n a3 $ -O vac - o. S E a m a F �. y m - 0 3 $ w J' ei as v £ d m F,- -3o a (A ti o ora m j: o N ra o J o < mis an y d a = w-- v= s N m n c m e ma y m v3 ID (_% N£ o o o d g D ?t$ v, m z-.,^. N O m nam 3 J C 3wd m NS NZ) m C m J?- NQw� _� y �c 2 m c mmN << S 7 a(a d c3 �� v N N c d= oom m = n -=y o a „ 3 3 m m m mtn =m � =. N uJ 3J m z w �c§.mm 9 oiE3=o y= N, m^ is .°. ommao = 3 o £ 3 CT yi m mm N m c 0 . N 3 ion c< d 3 w O 3 m J m ry 3 ra = C -n2 o o a I na C m 'mJ m c3gKou m, N w 9 ol c lay u.J N^m D) A S an) £.R me ^- m 3= o �-oo =0 m 3 t -N m m =o c o ^5 o m3 all= o m m m £ m d ° = - <N oda 3aa o 0 a�=3n mNmN ran 0 D 0 0 o o J,oI nK g=30 d c m m a y mv3(°n a QN a 5w c, in?5 = =rE I n nt � E 3 o y my y o m m£c J am - vmc m 3 J m m m a, a O . c n y <> o= y ("a' O o m 3 a° d ° °�° c o_ , o A o o m m 3 ^ N j =n 9,$3 3 m U@6:E T• m � r< fa 0 c m 3 $ (n a ,e o.3 N A w o y w E = in 9.Ea s =o yc - m C a 7y o^ ^ J o -� S - m C 3 m 0 m (� d . 3 J C O a = (O J o .y.. f. 0 F N5 ,y., 0 X CD 0 0 Q m J ac _» N O 3£ A y A .. O= 10 c°D N 3 O N O C y r C o O Z a J n in o y J o m o) m -. . = N-= d m o O N j = a,< • S m o a <J a 6 = m m 3 (i1 ra x oto m y 3" Frj e o» d (D N O 3�,0 a y = W y d O n N 3 ao E- ti ° D < N x O t 0 o o� G n N Jac Amy a f o Sat _� K Q m vac m o mm 'm N D (_n w n •� -O = y m m = a d VI C uom �' m d E y O n N c m o O O ns N 0 3 (n m o a m N o n , O N ... _ N N ra N n - to V y K - i nt �. (D :5 nu 3 m y N A m N ,, A o = m J ^. a - m O= No=a o -. m O -V' O O o .Cr m iv - C m o, J O m d o, v m ac y C 7 d �, c1 3= mei .n,M < S o m 'v �gI N = m D m ,Ano c m=? 3.=. t5 o a m a •• =_m$ 3m Ol y N mon 3 m y d`" mD m� m rn m °� c= �• m E v 3 to 3. mq o a -m a.m 3v�a= Naj N iv - c£ EN o c- 3 In m 3 N 3 D v o n. n o - _ " N v m - n ° = o =to ay �1 ° m m° E (-_° m a_ m 3 m 3 m I •2 nwv m g y w 0 O m 0 ' m m 3 > D (n c m C Z7 rn 'n c %°£< . 3 v m rr E O = m a o C y <o (o CA c n m J' N° 3 N m m n = m J S N N ' cs)oow U (D N _. (n � A(D a a= m y 0 Z amm m$ mm E ID n 'rad an >• o `« ° " $ o N o 1 $ < d o � N m $ vy,2 v 33.MoE (17 m <= d= d o D O = m - .V' =- A m a m N F O y J w S N J- m 5 m ,D m a n = m o m O o ((Ai O - m m C A m N a o� 3 3 = 3. 0 d ,E- 3.m m D ovo o J -- `0 - 7 m� ='m m Fm q,. = 3 a v c O P m o cn N m m m £ I r m i +� < N m= a o a as a N c c ma v 3 3=N (D row-, a3 3P. N O O (0 D mom,°' c m- 0 in = n =ny- S 0»3 _� = = ce n n m Dm$ J.5 ov m = m -_+t a m N -.a$ o y co d3 - ' ora°o w3m,-.� a (fl CD n m- n- mJ z' 3voo ° we m y C 7 Noxo S o 7 o = °c oo ro C 3 a E n" oN w303 m° (A bis Mz m mo a w �� N N Na°v m 0 o J d D 'r° O n m c $ E �' m a a =w o n ID m ° 3m >> a A E �1m N m N '2 d 0 v j qt N a N o r%D L n N n m M m o< N N m n m o N N n �' -t g 0 m ° o m a. m N n=- c O V L7 N W m a m � m 3 m' m Sm n 'o n y O D = o m a N o s ,o N xi F 0) = +, O 3 ITN ra A a9, o=1 in W k Q -1 C Do o o + DD m i I -- n m a < m =, ly 3 N o<i S m R.; a (n ala S o v M m O a a N< 00 = ,= m m S I y m n a, 3" o 1 m n ° o m m� i-4 2 `; �mo0, �p 5 a °£ 5 IS 3 oy ° a m = o N m a o m 1a o _ '; £' ? m m m voD) o d w ei m m (D 3 O ,Ko m a :_ m o 3 e �m am t9 c N = N (7 m m m ,n O r ..a m a m o m adv y C z3 y w m °) J to a ° A N M { 0 C b O Fit 9 .. 0 O O L � -F Z O M L FOT1 W N tJ CERTIFICATE OF COMPLIANCE. RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DatelTkrse: 11:&1, Wed, Sep 03, 2014 Calculation Description: Title 24 Analysis Input Fib Name: New TRIe24.xml CERTIFICATE OF COMPLIANCE - RESIDENTtAL PERFORMANCE COMPLIANCE METHOD Prcd,ect Name: Residemiai Bl,ikdmg Calculation Dalafrlma: 11:41, Wad, Sep 03, 2014 CPJ=Mallon Description: Tine 24 Analysis Input File Name: New Tine24.xm1 CFIR-PRF-01 Page 5 of 9 WINDOWS 1. I certify Mat this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentations Author Signature: Fes.. ��y x - Jarrod Holliday (� Company: Signature Date: = G r2 02 03 04 05 p2 07 OB 09 10 11 Name side of Building , A b T a T a m a s- A y A b OT v (0 T o` 12.0 y w' A g E o ° $ nZ ao �s � a 0.67 Existing No Window 3 ;'D - -- 1 D mD 0.67 Existing No .D Rear Wall ^- -- 1 40.0 0.55 0.67 z No Wlndow4 .J. - -- --rap z 10.6 ? m z Existing No y. Q �, s - 0.55 NCo (T Y 0 2 �a(11 M v -- - 1 12.0 0.34 m Existing No Window? 0) - - 1 10.5 n 0.67 Existing No Window 8 Right WON 2 "r; "1;_ --- 1 12.0 , 5� Existing No m Right Wait 2 ' m y (n 1 12.0 h 0.67 Existing No Window 10 _„'1. ' Wall 2 - • r may? (D a q) � D - C) a Leh Wall I , .' - -may- ^ " 11 .1` 10 0 =- 2 0.67 Exists g No O !n , Front i.2 ,l^( ;. i ---; , i i"vet !' 15 0 _,- m Existug Now WA Window l3 .:I` �ront Wall2 ^s;'^ i,. '•-•-_-x-`-",.V "`1..,'.. ., 15.0" U.34' "r. `7.34 New WA Window 14 Front Wall2 - - 1 O A 0.34 0.34 New WA Window 15 � o °» 13.8 m vac, y n R1 Z WA Window 16 Front Wall2 - - 1 (0 m D 0.34 0.34 New -4 Window 1I Front Wall 2 T�-� 7 "4 13.8 0.34 0.34 New WA Window 18 Front Wall2 - - 1 10.0 0.34 0.34 New WA ' -I Front Wall2 - - 1 . 0.34 m T m 3 Z Q 'Y' -� a 0.34 0.34 New WA -4 Front Wall 2 - - 1 W 0.34 0.34 New (a m Window22 Right Wall3 -- .- 1 15.0 0.34 0.34 New WA Window 23 Right Well 3 - - 1 15.0 O Dz 0.34 New WA Window 24 Lust Wall 3 o. 3 ° z n � ' D Window 25 Left Wall 3 -- - 1 15.0 '4 0.34 New WA Window 26 I.eh Wall 3 - - 3 ?. 0.34 0.34 Now WA Window 27 Left Wall 3 - - 1 15.0 0.34 0.34 Now WA Window 26 _ D O 3 3.3 15.0 y 3 EQB-1 WA m Z r e N A Z c c c Q n a c 0 r iii =z I o 0 4 o w o n a w 1 r5 a' a F m D b t) o % a N �= Z v o a or o a I o C� f 4 s C A 4 � dD m T I I nt m z � t7 a ol N 3 �il Iv o � o 0 0 0 0 0 0 o m N i o 0 3 a O c V e V u, 4 <> c V ("'i. V ("a' O = 0+ °�° C 9 V m ^ N j 0 T• m � 0 ; .. -< v d T 3 = O H 0 O 0 O I 0 0 0 0 0 0 0 0 Q i 0 A O C) A o w o AIA 1 d 0 Oy-- - no 3 a D m 9 3 0 > O > Ia i a I A Or to (7 � ,n < d (D L. ti O 7, N s ° < o G n nit � m Jm � I -< f m m O x 0 s m , 7 c c -I :5 nu D m0 O ❑o 1 mi; n, .n,M < S m Ol y 0 ! I ' O y^ I y u a s. o ❑ D 3 , d cD m c ,a ^ I I 0 O m v r- q I '>T V AN (n m A (T m O N T U (D N _. (n J N m m I 17 � F h n 1 � O O O (17 m (0 °, Ow! 3 d CA m = 3 a ((Ai t7 $ I.-, O .m. o� 3 m x' 'o ''o ] o 7 m m 7 m� = 3 a 3. r m i +� (D K a��- a ,O,e � I 7 M I -_+t a (A e rr o a n m- ®❑ ,�., C 7 ,Cid) a 7 A M I (A bis Mz m `. 0 'r° °1 W o xa v a 3 to t= to M m x .l (DD �' -t g 0 m W om0= ; o D, a V: n 'o n y b m y m o y m a N ,o y ,o N xi F 0) = +, O 3 I r M W k Q -1 C Do o o + DD i I ly S R.; a n� ala O a a N< c W� I y D m a o am 1 �0 i-4 `; 5 a a 5 IS 3 o a �i We s'. 1a o _ '; c 0 ~Ni (D 3 O e �m am t9 c N N d $ m m adv C z3 I 0 a� d `n N 4 01 r-' m N a r+ 01 it 4 r $ m o N o $ (n U) M U) u m 2 F 2 F 2 F (n d p t o G at W m W C U) 0) 0 C N IN m o k�m m N K ti (i) e m 1A °f m m n U1 _3 0 in S -a c NO (� 0 { i as w� o s A .► M { 0 C b O Fit 9 .. 0 O O L � -F Z O M L FOT1 W N tJ CERTIFICATE OF COMPLIANCE. RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DatelTkrse: 11:&1, Wed, Sep 03, 2014 Calculation Description: Title 24 Analysis Input Fib Name: New TRIe24.xml CERTIFICATE OF COMPLIANCE - RESIDENTtAL PERFORMANCE COMPLIANCE METHOD Prcd,ect Name: Residemiai Bl,ikdmg Calculation Dalafrlma: 11:41, Wad, Sep 03, 2014 CPJ=Mallon Description: Tine 24 Analysis Input File Name: New Tine24.xm1 CFIR-PRF-01 Page 5 of 9 WINDOWS 1. I certify Mat this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentations Author Signature: Fes.. ��y x - Jarrod Holliday , Company: Signature Date: = G r= 02 03 04 05 _/ 07 OB 09 10 11 Name side of Building , A b T a T a m a s- A y A b O T v (0 T o` 12.0 y w' A g t7 °o � m T $ Z W no A o' Z) -o N o A a 0.67 Existing No Window 3 D - -- 1 D O C D 0.67 Existing No ^' \ D Rear Wall ^- -- 1 40.0 0.55 0.67 z No Wlndow4 .J. - -- --rap z 10.6 ? 1 m (D Z Existing No y. Q �, 1 - 0.55 o to (T Y 0 2 CL m m a M v -- - 1 12.0 0.34 m Existing No Window? = n - - 1 10.5 n 0.67 Existing No Window 8 Right WON 2 "r; "1;_ --- 1 12.0 , 5� Existing No m Right Wait 2 O m 1 12.0 h 0.67 Existing No Window 10 _„'1. ' Wall 2 - r n v No Window 11 Leh Wall I , .' - -may- ^ " 11 .1` 10 0 =- - 0.5,5 0.67 Exists g No (n1 , Front i.2 ,l^( ;. i ---; , i i"vet !' 15 0 _,- ! 0 "'t a " k,,!*'3410 Existug Now WA Window l3 .:I` �ront Wall2 ^s;'^ i,. '•-•-_-x-`-",.V "`1..,'.. ., 15.0" U.34' "r. `7.34 New WA Window 14 Front Wall2 - - 1 15.0 0.34 0.34 New WA Window 15 Front Wait 2 a 1 13.8 0.34 0.34 Now WA Window 16 Front Wall2 - - 1 mm 0.34 0.34 New WA Window 1I Front Wall 2 T�-� 1 13.8 0.34 0.34 New WA Window 18 Front Wall2 - - 1 10.0 0.34 0.34 New WA �8$ Front Wall2 - - 1 . 0.34 0.34 New WA oO�a From Wall2 - - 1 m 0.34 0.34 New WA D Front Wall 2 - - 1 X 0.34 0.34 New N!A Window22 Right Wall3 -- .- 1 15.0 0.34 0.34 New WA Window 23 Right Well 3 - - 1 15.0 0.34 0.34 New WA Window 24 Lust Wall 3 -- -• 1 15.0 z n New -Z!I Window 25 Left Wall 3 -- - 1 15.0 '4 0.34 New WA Window 26 I.eh Wall 3 - - 3 ?. 0.34 0.34 Now WA Window 27 Left Wall 3 - - 1 15.0 0.34 0.34 Now WA Window 26 _ D O 3 3.3 15.0 y 3 g: WA m Z D e N A Z c c c Q n a c 0 r iii -1 _ I o 0 4 o w o n a w 1 r5 a' F lt b 0 o a (41 �= Z v o a or o a I o f 4 s D A 4 � m T I I nt (�% z � C a ol C 3 o Ts o 0 0 0 0 0 0 o TI aS, 3 a O c V e V u, 4 <> c V ("'i. V ("a' O n D M co V m ^ N T• m � ; .. O H I 0 0 0 0 0 0 0 0 Q i 0 A A A o w o AIA 0 Oy-- C !a A 0 O i a I A Or to (7 � ,n W ti O 7, N b < D"I G n 5 zi m O x 0 s c c -I :5 nu ..) 1 mi; n, .n,M < S Ol ao I ' O I y y , (D C) ❑ D U I O m v q I '>T V AN N � A (T m O N T - I N (D N _. (n O r I 17 F h 1 � O O O (17 m °, Ow! d - - ((Ai $ I.-, O o� m x' 'o ''o ] o 7 m m 7 m� 3. i +� m 3 d a��- � I 7 I -_+t a rr a '< 3' ,�., ,Cid) a A M I (A bis `. 0 'r° m I] 3 to t= to M m �' -t g r a _ O D, a V: n 'o n y b m y m o y m a N ,o y ,o N xi F 0) = I r M W k Q -1 ... a (o b .:6� i I ly R.; a n� ala O a c W� D� 1 i-4 5 a a 5 IS 3 o a �i 1a (D e �m N d $ m adv z3 I 0 a� `n 01 r-' N 01 it r $ m o M u G W .. N IN m o k�m m N K ti (i) e m mIm m m n U1 _3 0 { i as w� o C9 N to 1 m k') I N - C O c) i I i In A ,1 M { 0 C b O Fit 9 .. 0 O O L � -F Z O M L FOT1 W N tJ CERTIFICATE OF COMPLIANCE. RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DatelTkrse: 11:&1, Wed, Sep 03, 2014 Calculation Description: Title 24 Analysis Input Fib Name: New TRIe24.xml CERTIFICATE OF COMPLIANCE - RESIDENTtAL PERFORMANCE COMPLIANCE METHOD Prcd,ect Name: Residemiai Bl,ikdmg Calculation Dalafrlma: 11:41, Wad, Sep 03, 2014 CPJ=Mallon Description: Tine 24 Analysis Input File Name: New Tine24.xm1 CFIR-PRF-01 Page 5 of 9 WINDOWS 1. I certify Mat this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentations Author Signature: Fes.. ��y x - Jarrod Holliday , Company: Signature Date: Rancho Engineering O1 02 03 04 05 06 07 OB 09 10 11 Name side of Building VAdth(tt Height ) (n) MuitlpMe r Area (it2) LLItcIM SHt3C Etrbnrx Shantung Sletus Verified Existing Condition Window Right Wag - - 1 12.0 0.55 0..67 Existing No Window 2 Right \Veit - -- 1 12.0 0.55 0.67 Existing No Window 3 Right Wait - -- 1 20.D 0.55 0.67 Existing No Window Slider Rear Wall ^- -- 1 40.0 0.55 0.67 Existing No Wlndow4 Rear Wal - -- 1 10.6 0.65 0.67 Existing No Window 5 Leh Wad - - 1 20.0 0.55 0.67 Existing No Window 8 Front Well -- - 1 12.0 0.34 0.34 Existing No Window? Front Weill - - 1 10.5 0.55 0.67 Existing No Window 8 Right WON 2 "r; "1;_ --- 1 12.0 0.65 0.87 Existing No Window 9 Right Wait 2 - - 1 12.0 0.55 0.67 Existing No Window 10 _„'1. ' Wall 2 - -"_ - ""` -.., }fi..,T 1 ".' '�TO'.0 mw -' - .55 0.67 Existing No Window 11 Leh Wall I , .' - -may- ^ " 11 .1` 10 0 =- - 0.5,5 0.67 Exists g No Wallow 12 , Front i.2 ,l^( ;. i ---; , i i"vet !' 15 0 _,- ! 0 "'t a " k,,!*'3410 Existug Now WA Window l3 .:I` �ront Wall2 ^s;'^ i,. '•-•-_-x-`-",.V "`1..,'.. ., 15.0" U.34' "r. `7.34 New WA Window 14 Front Wall2 - - 1 15.0 0.34 0.34 New WA Window 15 Front Wait 2 - - 1 13.8 0.34 0.34 Now WA Window 16 Front Wall2 - - 1 18.8 0.34 0.34 New WA Window 1I Front Wall 2 - --- 1 13.8 0.34 0.34 New WA Window 18 Front Wall2 - - 1 10.0 0.34 0.34 New WA Window 19 Front Wall2 - - 1 12.0 0.34 0.34 New WA Window 20 From Wall2 - - 1 15.0 0.34 0.34 New WA Window 21 Front Wall 2 - - 1 15.0 0.34 0.34 New N!A Window22 Right Wall3 -- .- 1 15.0 0.34 0.34 New WA Window 23 Right Well 3 - - 1 15.0 0.34 0.34 New WA Window 24 Lust Wall 3 -- -• 1 15.0 0.34 0.34 New WA Window 25 Left Wall 3 -- - 1 15.0 0.34 0.34 New WA Window 26 I.eh Wall 3 - - 1 15.0 0.34 0.34 Now WA Window 27 Left Wall 3 - - 1 15.0 0.34 0.34 Now WA Window 26 Leh Wall a - - 1 15.0 0.34 0.34 New WA Registration Number: 214-A0087485A-0000000000000 Registration Date/Time: 2044-09-0312-00:02 CA Building Energy Efficiency Standards . 2013 Residential Compliance Report Version - CFIR-08012014-595c CF1 R -PRF -0i CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 9 of 9 Project Name: Residential Building Calculation Datefrime: 11:41, Wed, Sep 03, 2014 Calculation Description: Tills 24 Analyst Input File Name: New Thle24.xm1 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify Mat this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentations Author Signature: Fes.. ��y x - Jarrod Holliday , Company: Signature Date: Rancho Engineering 2014-09-03 12:08:02 Address: CEA/HERS Certification Idenlification (If applicable): 5550 Skyway, Ste C anpo Cool C rserh i Cfty/Sttar4: Phone. Paradise, CA 95969 530 877-3700 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penally d perjury, under the laws o`. the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design Identified on this CertlBcate d Compilame. 2. 1 certify that tin energy features and performance spec fications Identified on this Confiscate of Compliance conform to the requirements of This 24, Part 1 and Part 8 d the Callomia Code of Regidations. ' ' - 3. The bullding design features or aysloVesi,� features identft4,Mtto.C,pl�IGpte cli NLA I.0 piI t wfth the Information provided on other applicable compliance docunonts, Dh worksheets, cekutations, plans an(1^8hgc8kations tubmjttad:tb the ontorcpm¢ht a(joncy for pjfroVAl'. yCi4 fFjiB�uddmq permit application. Responsible Designer Name: f. •Sy4' F3..` rf••.}I rP's: `?, RespopableDesidit Slqu atur8: A'.)y ;gr.,d(;'r fs ru,,.._��_'sY. -i , ){ Jarrod Holliday' -,/. a 6€ -.-! -. .. Q l Cwnpany: - .. Date Signs&: Rancho Engineering 2014-09 03 12:08:02 Address: - License: 5550 Skyway, Ste C 066034 City/State/Zip: Ptwne: Paradise, CA 95969 530 677-3700 Digitatty signed by CaICERTS This digital signature is provided in order to seem the content of this registered document and in no way implies Registration Provider responsibility for the accuracy of rhe information. Registration Number: 214-A0087485A-0000000000000 Registration Date/Time; 2014-D9-0312'.06'02 CA Building Energy Efficiency Standards- 2013 Residential Compliance Report Version-CFIR-08012014-595c CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building CalaAation DaleMme: 11:41, Wed, Sep 03, 2014 Calculation Description: Title 24 Analyst Input File Name: New Tlte24.xm1 HERS Provider: CaICERTS hc. Report Generated at 2014-09-03T31:45:36 HVAC - HEATING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 CntriFumace - Fuel -fired central furnace 00.2 AFUE CFIR-PRF-0/ Page 8 of 9 HVAC -COOLING SYSTEMS 01 02 03 04 O5 06 07 05 06 Etficbncy Muttl-apeed 02 Name System Typo EER SEER Zonally Controlled Compressor HERS VeHReatlon anpo Cool C rserh i PkgAirCond - Central packaged AIC i t 3 13 No No Cooling Component 1•herscod ` system(<65 kSIuh) Supply Duct Retum Duct Construction HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 01 02 03 - 04 05 00 07 08 09 08 C7 O8 ` Insulation Supply Duct Retum Duct Construction Verity Existing HERS llama Typa" _Duet Leakage walu9 Le"tlon L atl. 8ypost Duct Status Condition Verification 72 .max. e- � - r+ - 0' d .; i'• Exbs1I Alteration R-19 Wall Alt Disiribulion Air Disaidltion System t Ducts located In a,ciawl space Sealed ds11?i] t�'."-4 6 ' ! . ,. ra S ace „ . `!� P ' Crawl Space -T None New No System 45 Badu - 11 90 Existing k. Left Wall 1-hors-tlisl Registration Number: 214-A0097465A-0WOW000-0000 Registration Date/Tlme: 2014-09.0312:08:02 CA Building Energy Efficiency Standards- 2013 Residential Compliance Report Version-CFIR-08012014595c CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 11:41, Wed. Sep 03, 2014 Calculation Description: Title 24 Analysis Input File Name: New T81e24.xm1 :. .r{ f+ `Fjaw.. r. ,d. ¢1 / j ' {. �& r Registration Number: 214Aow7485A-0000000000000 Registration Date/Time: 2014.090312'.00'02 CA Building Energy EHlciency Standards - 2013 Residential Compliance Report Version - CFIR-08012014595c CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Buidkg Calculation Date(Time: 11:41, Wed, Sep 03, 2014 Calculation Description: Title 24 Analysis Input File Name: New TitIe24.xM1 HERS Provider: CaICERTS Inc. Report Generated at 2014-09-03T31:45:36 CFIR-PRr 01 Page 4 of 9 HERS Provider: CalCERTS Inn. Report Generated at 2014-09-03711:45:36 CFIR-PRF-01 Page 3 of 9 OPAQUE SURFACES 01 02 03 04 05 06 07 as 09 01 02 03 04 05 08 C7 O8 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window or Door Area (ft2 ) Tlft(deg) Status Verified Existing Condition Front Wall remain Existing+ Alteration R-19 Wall 225 Front 72 Retiectanc 90 Existing No Right Wall Exbs1I Alteration R-19 Wall 135 Right 280 44 90 €xisiing NO Rear Wait Existing+ Alteration R-19 Wall 45 Badu 416 50.5 90 Existing No Left Wall Existing+ Alteration R .. Wag 315 Leh 218 - 90 Existing No Front Wail Existing+Alteration R•19 Wag 225 Front 128 22.5 90 Exiting No Right Wall 2 Existing+ Alteration R-19 Wall 135 Right 144 24 90 Existing No Roar Wall 2 Existing+ Nitration R-19 Wall 45 Back 104 -- ln;xde Fin3'h: Gypsum Ooad 90 Existing No Left Wall2 Existing+Alteration R•19 Well 315 Left 85 - 90 Existing No Roof 2 Existing+ Ahersion R-30 Root Anis 367 Cavity: R 39 Existing No Roof 3 Existing+ Alteration R-30 Rod Attic 665 Existing No Raised Floor Exislltl -Adafation R+19 Floor Cr nisp3ce ,y ,t f`: 7`�_- 4 EX: 697 Existug No Raised Floor2 Ex su[lq+Allere sort P€' :`R_-19 Fkwr 2w1 pacer F r - s 665 Existug No Front WaR2 �y4dditip -` .R-19-WaR �R-19 ;yw_225 ,,t ,..-Front_a q 'tea. 502 '� 143.& 90 New WA Right Wall 3 Addllion Wall 135 ' Right' 238 30 90 New WA Len Wag 3 , ..Additidtl R-19 Walt 315 Left 313 90 90 New WA Raised Floor 3 Addition R-19 Floor Crawlspace 246 New WA OPAQUE SURFACES - Cathedral Collings 01 02 03 04 05 06 07 as 09 10 11 12 13 Radiant Barrier Cod Rool Status Verified Existing Condition Attie Attic Rod Cons Roos 0.1 0.05 Roof Roof Framin 90 Verified 0.8 No New No Verified Existing Name System Type Rise (x Roof Roof Retiectanc Emmittanc g Condition Existing Name Zone Typa Orientation Ares (fl2) In 12) Pitch Tltl di e a Factor Status Condition Roof Addition R-38 Ro(N -specify - 1134 3.89904 0.32 18 0.1 0.85 0.1 New WA R-19 Wad Exterior `NOo Cathedral R 79 Cavity: R 19 Sheathlnylnau6ation: • no sheathing atsul. - - ATnc 01 02 03 04 OS 06 09 10 11 Nams Construction Roof Rise Roof Reflectame Root Emlttance Radiant Barrier Cod Rool Status Verified Existing Condition Attie Attic Rod Cons 3.89904 0.1 0.05 N- No Existing No HERS Provider: C210ERTS Inc. Registration Number: 214-A0087485A-000000000.0000 Registration Date/Time: 20U-09-0312.0902 Report Generated at 2014-09-03T11:4S:36 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-08012014-595c CFIR-PRF-01 CERTIFICATE OF COMPLIANCE. RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 7 d 9 I Project Name: Residential Building Calculation Datefrime: 11:41. Wed, Sep 03. 2014 Calculation Description: Title 24 Analysis Input File Name: New Title24.xm1 SUB FLOORS Ot 02 03 04 05 06 07 OB 09 Name Zone Area (n2) Permsulr (ft) Edge Inst&. Rwaius Carpeted Fraction Heated Status Verified Existing Condition Slab Existing+ Alteration 528 94 -clone• 0.8 No Existing No Slab 2 Addition 885 90 - none - 0.8 No New No WATER HEATING SYSTEMS Ot 02 03 D4 05 00 Name Dlatdbutton Type - Number of Heaters Verified Existing Solar Fraction (%) Status Condition DHW Sys 1 Pipe Insulation, AO Lines 1 Annual Existing No WATER HEATERS i . 01 02 6 " 03 04 05 De o7 oe Noma „¢m „- y e� ;= ,s',4•' ')'u;. r. :a' T n olu(tse; S, Ener Factor or Hee at„•Element ti Y`"e Tonk'Jyps / (I;al) � * t+'lrtEtticl cy Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DFiW Sys 1 '+;',Nature) Gpe -: % S II Sf-o(ag ;,:Y - f , 40, ,:Jyw•y _..0 62 i. ^.--- `-. 'st 40000-Btu/hr o 0 .,. ...,... ... ., ..,. WATER HEATING - HERS VERIFICATION O7 .. 02 - 03 04 OS 06 07 Nauss " _- Pipe Insulation- Parallel Pipiny Recirculation with Compact Distribution Pointof Use Manual Control Recirculation with Sensor Control DHW Sys 1 Na Na Na Na Na n'a HVAC SYSTEMS 01 02 . 01 02 03 04 05 06 07 08 09 Name Side of Building Heating System Cooling System Status Verified Existing Condition Door Right wail 17.8 0.50 Exis!ktq trio Door 2 Distribution Fan Floor Ares Exisffiig Verified Existing Name System Type Nsms Ducted Name Dueled System System Served Status Condition HVAC Systemt Otha Heating ant Healing Yes Cooling Yes Air Distribution HVAC Fan 3308 Existing No Sheathing-1AAtiorr. - no sheathinemsul. - Coding System Component 1 Component 1 Exterior Finish: - sated 0rash - System 1 1 Inside Finish: Cyps(an Board Registration Number: 214-A0o87495A.000000000-0000 Registration Date/Time: 20t 4-t1s0312'.08:02 HERS Provider: CaICERTS tre. CA Building Energy Efficiency Standards- 2013 Residential Compliance Report Version -CFIR-08012014-59Se Report Generated at 2014-09-03731:45:36 CERTIFICATE OF COMPLIANCE- RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential Building Cakwlation Datel'nme: 11:41, Wad, Sep 03, 2014 Paw R d 9 Calculation Description: Tine 24 Analysis Input File Name: New Th1e24.xml Window 29 Left WaN 3 - • - 1 15.0 0.34 0.34 New WA DOORS 01 02 . D3 04 05 01 02 03 04 05 O6 Name Side of Building Area (It2) Wactor Status Verified Existing Condition Door Right wail 17.8 0.50 Exis!ktq trio Door 2 Fight Wag 17.8 0.50 - Exisffiig tb Dow 3 Right Wag 3 20.0 0.50 New No Dow4 Len Wabl3 20.0 0.50 Now No OPAQUE SURFACE CONSTRUCTIONS 01 02 . D3 04 05 Construction Nemo Surface Type Framing Told CwAV R -value Assembly Layers Residential Building 3308 1 3 2 0 Roofing: tight Ralf (Asphalt Shfngle) CA City Chico ,.. "+ 2x4 Top ('.herd d Rnd OB Abore Deck lnaWao'an • no Insldafwn - Attie Rod Costs ' ,r Anlc Rod`s , ',:�:: - °' 1 J,1U �7-3'23 M. . . r,.._ ,�¢m�dnt .1.. - S . d oro. Roof peck Wood SidinoWleaMingder* _ . - nd hu >n9 Cas"7 rpttbn s(�..- : l'..' -,r`. <. ,, .st,r . - # -:- 4 Inside FkMsh: - seta blsida lfnish - 12 k -4 y,� y,q ' ' c 1 �.-' .). s i . •- 13.5(iy `F... s ? rt `` - - le h `_ .. ton7'Sunace: Cametod �te itA: • no concrete f8' - Total Coed Froor Ame (F -r2) 3308 x,alk' :. .`i',r -s .,- "`r Y`.".t' t : .x ."' ,r �: - ' {> FI(af De,k." Wood SlilinflAteathmgbeckkig R-19Fboor Crawispece Floors Over Crawkpace 24416 in.O.C. R79 Cavity R,9 Natural Gas Available Yes _. 4- _ Addition Slab Ana (FT2) 865 A', - Sheathing-1AAtiorr. - no sheathinemsul. - - ` Exterior Finish: - sated 0rash - , Inside Finish: Cyps(an Board Sh4lathinglnsuieflon: - no shenthtng4nsul. - R-19 Wad Exterior `NOo 2xG Q 10 In. O.G R 79 Cavity: R 19 Sheathlnylnau6ation: • no sheathing atsul. - - Exterki Frush: Wood Sr: ing!shearhing/dedcng Attic Flow: •oto attic Poor - R -30 F1nd AMa Cenings (heli attic) 2x4 0 24 In. O.C. R 30 - Carly; R 30 Sheathvigh7s(aation -oto sheathing4nsd. - - -- ln;xde Fin3'h: Gypsum Ooad - Rocali light RocJ(Asphait Shinme) Above Dock InBufetlon - no insuiation - R -3S Rod Cathedral Cathedral Cei;ings 2x12 ® 18 in. 0.0. A 38 Rall DocY• Woxvl Sict'ng/strsetivngvdedilnp Cavity: R 39 Inside F4d_ h: Gypstnn Board Registration Number: 214-AOm74e5A-DC4)r0( :o00m Registration D1ne/Tme: 2014-00.0312:0802 CA Building Energy ErSaency Stan,dards - 2C13 Residerrtiat Compliance Report Version - CFSR-08012014-595c , ,1 i m i �' I CI\1IL s 5TR�J�TUFAL - ���IL�INO L7ESION 5550 5< -T -NAY, STE G, FNRAD15E, GA g50i61 Phone: (550) a77-5700 Fax: (550) a77-3700 HERS Provider: CaICERTS ire. Report Generated at 201409-03T33:45:35 IEQUIRED SPECIAL FEATURES he followi ng are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. Non-standard roof reflectance cathedral Ceiling HERS Provider: CaICERTS Ina. Report Generated at 2014-09-03TI3:45:36 CFIR-PRF-01 Page 2 of 9 ROJECT HERS FEATURES he kNlowing ere project -level features that must be field -verified as a condition for meeting the modeled energy performance for this computer analysis. These, plus any additional HERS features Mated i the building components tables below lecture field verification by a certified HERS Rater. :heck the Individual building component sections below for any required HERS verification requirement& BUILDING FEATURE INFORMATION O1 02 03 04 05 06 07 Project Name Condmoned Floor Area (eft) Number o1 Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Wrier Heating Systems Residential Building 3308 1 3 2 0 1 ZONE INFORMATION •'�T.r'"C 4w ,. .. dr' ,, 1 , � :a,. i `�d" "tl'- / 01 Project Name Residential Building 03 "Tis building incorpoi Ir ,tun +7r ticr4 pec Fitt + �hiti-. Zone Name ?N J r ;q, ,fit ,/ t7..t 1 Zone FICDr-AF $ 7 f i In ZBnd'(y)ie, Y,'a �'`r -•..- HVAC Syysire ,,,Name 11uc ..11`' (rte) -v. Hol 4 q WNW Heating System 1 Water Heating System 2 Existing+Alteration Conditioned HVAC Systemt 2083 8 DHW Sys 1 Addition Conditioned,,.- HVAC Sysieml 1225 8 DHW Sys 1 Registration Number: 214-Ao087485A-oo0000000-0000 Registration Date/nme: 2014-09-0312'08.'02 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-08012014-S95c CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building CakaAation Data/Vine: 11:41, Wed, Sep 03, 2014 Calculation Description: Title 24 Analyst Input File Name: New Tr4e24.xm1 HERS Provider: Ca CERTS inc. Report Generated at 2014-09-03711:45:36 CFIR-PRF-01 Page 1 d 9 GENFRAL INFORMATION 01 Project Name Residential Building 03 "Tis building incorpoi Ir ,tun +7r ticr4 pec Fitt + �hiti-. ,,y [ty) {mow •-_: c, -. Ji i% r k ?'.•?r", r:,,a'd 02 Calculation Description This 24 Anatysis - ENER' Y WE SUMMARY 03 Project Location 3450 Kef er Rd. 04 OS Lit 04 CA City Chico 05 Standards Version Compliance 2014 OB ZIP coda - 07 Compflance Manager Version BEMCmp"r 2013.2 (595c) 08 Climate Zana C21I - 09 Software Version EnergyPro 6.2 10 Building Type Single Family - 11 Front Orientirtion (deg/CaMinal) 225 12 Project Snaps Addition and/or Mlerabon 13 Number of Dwelling Units 1 14 Total Coed Froor Ame (F -r2) 3308 t5 Number of Zones 2 16 Slab Area (FT2) S28 17 Number of Stoles 1 18 Addblon Cond. Floor Area 12." 5 '. - 19 Natural Gas Available Yes 20 Addition Slab Ana (FT2) 865 A', 21 Gta deg Percentage (%) 13.49: COMPLLA14CE RESULTS 01 Building Campllas ConlFu:or fMAol ''a a '.!`` Vit,': � ,;.k i4'" f;V�., r t-� -. 02 This building moor gales te a �! e•st�A Veld teij"rl tjjrp!�tUo�•r .. ,� ?%io,uon 11n %cerdhr t)�iLR r9ter ur(dar the nupaMsion of a MC-opproved HERS provider. _ 03 "Tis building incorpoi Ir ,tun +7r ticr4 pec Fitt + �hiti-. ,,y [ty) {mow •-_: c, -. Ji i% r k ?'.•?r", r:,,a'd - ENER' Y WE SUMMARY 04 OS Lit 07 08 F.nerpy Vas (IRUV/f12-yr) ± * Standard Dealnn Proposed resign Comp!ianro Marvin Percent Improvement Space Hasting 18.48 17.36 ' 1.12 8.1% Space Cooling 50.83 d9.U8 7.55 3.1% IAQ Ve✓1tilMlon 0.59 0.59 0.00 0.0% water Haadng. - 6.69 8.68 0.00. (i Pltdovoltate 011861 - 0.00 0.00 - TOTAL 78.38 75.71 2.67 3.4% Registration Number. 214-Arlon-4sm-co p0pOQ}Ofkh1 Registration Date(Time: 2014.09.03 112:09:02 HERS Provider: CWCERTS Y,c CA Building Energy ER16on y Standards - 2013 Residential Coact Rance Report Version -CFIR-03012014-595c Report Gene!ated at 2014-C9-037]1:45:36 <1 _F(: =-SEN FZE OE -7)E -/ LIVING ��� / I I 5450 KEEFER i��. GW I GO, -GA �i5`f .a AP# O4 I -280-017 -000 �_N�F,C5� C�AL�UL_AT I �N RANCHO ENOINEERING DOES NOT REPRESENT THAT THESE PLANS OR ANY SPECIFICATIONS IN CONNECTION THEREWITH ARE SUI TABLE WHETHER OR NOT MODIFIED, FOR ANY OTHER 51TC- THAN THE ONE FOR NHIGH THEY WERE SPECIFICALLY PREPARED. RANCHO ENOINEERIN57 DISCLAIMS RE5PON51BILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED NHOLE OR IN PART AT ANY OTHER SITE. PLANS ARE NOT VALID UNTIL REVIEWED AND APPROVED BY APPROPRIATE GOVERNMENTAL AGENG I E5 w (R)(E) 4040 WINDOW TO - IN5TALL NEW 4050 XO 3+ 00 F EXIST. BATH ROOM y "Ell 4.0' D I N I I Ell tia�� z H �+ I I REMOVE (E) 5016 (E) 28 8 ^H H "E" 4.0' 4 INFILL 4.0'D I �T W °yQ(E) STAIRS UP O m �4 O i W I `- 3X L 4 u� O U w EXIST. BEDROOM I IIEll I >O 00 F EXIST. BATH ROOM y "Ell 4.0' D I N I I Ell 14I z H ,yp ,z0 ------ QI REMOVE (E) 5016 �I ^H H "E" 4.0' 4 INFILL N EXIST. CLOSET Ell N I I Ell 14I � z H EXIST. BATH "E" HD5A I a ^H H d N �T W °yQ(E) STAIRS UP O m "E" HD2A O i W I `- 3X L 4 U zhr\(R)(E) POST NEW GARAGE DOOR PER FLOOR PLAN (R)(E) 4036 (R)(E) 6068 50D II �\ II lR)(E� 3068 fII I � REMOVE AND INFILL (E) 6068 515D X(R)(E) P05T A(R)(E) POST Ell hP x/x% N I I Ell 14I � H "E" HD5A I i ^H H 5X �T O fi,y� O m "E" HD2A O i W I `- 3X L 4 ❑ (E) P05T TO REMAIN 1/4 1 -011 AS 0.141ilt / Der"olitiorlqftl F�vdft^rlv r 6 BUTTE COUNTY OCT 302014 DEVELOPMENT SERVICES L N 0 � H tib I ^H H �T fi,y� O O o L 4 U w o o p I IIEll H 0 >O 00 \ a o W I I � ❑ (E) P05T TO REMAIN 1/4 1 -011 AS 0.141ilt / Der"olitiorlqftl F�vdft^rlv r 6 BUTTE COUNTY OCT 302014 DEVELOPMENT SERVICES L ❑ ❑ Date 10 -5 -14 - Job PEDERSEN ADDITION ❑ ❑ SHEET of 4 01 =1 0 N 0 0) N H ^H O ^H H O cu o L 4 U a � U o o p UO H 0 >O 00 \ a o W w� � W � Q U O f�9 L Z W M L0 i ❑ ❑ ❑ Date 10 -5 -14 - Job PEDERSEN ADDITION ❑ ❑ SHEET of 4 01 =1 0 0 H ^H ^H H O o z z 011 Wo w a � U o o p UO H 0 00 \ a o W w� � W � o Lo W W I --I ❑ ❑ Date 10 -5 -14 - Job PEDERSEN ADDITION ❑ ❑ SHEET of 4 01 =1 0 110110-11 (R)(E) 4040 WINDOW IN5TALL NEW 4050 XO Z -1 A/0 0 EXISTING 5EDRM. (E) Nn^J. SILL +31" 4'-O" D I ABOVE FIN. FLR. I (N) 5040 NEN HINDOW SHALL CASEMENT MEET EORE55 I WINDOW P.EG?UIREMENTS ATTIC L A iwn _ w1 ^ee \�� I j < uEu 2 EX I ST I NO E3ATH EXISTING BEDRM.� T' QIP EXISTING LOFT 8' GLC. (R)(E) WDW5. HERE ll TO CREATE OPNO. TO ��E 2 �_O NEW LOFT SPACE (N) HE DER, SEE ROOF PLAN rJ A 121 o�q NE LOFT ATTIC I o VAULTED CEILING I dJ OPEN 110 BELOW QI O W W i m W U W z (N) RAILING +42" ABV. WALKIING SURFACE w/ OPNG5. THAT SHALL PREVENT THE PASSAGE OF A SPHERE NO GREATER THAN 4" IN DIA. A 3 iCASII' a k � 1 -011 n r O N O) d') N LO r r. O co LOL N O 0 U o �z z 3 0 r p'j T /1 U N H 0 W Ori U p O Y U O F4 A \ rx o Z w� � x cY) LO Q O Wo n r O H H 0 o �z z W O r p'j T /1 U O O I H 0 W Ori U p O 4-4 F4 A \ rx o W w� � x Q O Wo CY) FNN�-i W ❑ ❑ Date 10-5-14 Job FEDERSEN ADDITION SHEET of 4 ❑ ❑ - 1 _ _ ___. -_.... ... I 10"iE�:; lei "E" 55TBIbl 55TB1(o "E" 55TB16 "N" 55T516 HM2 I (N) 4X4 POST BELOW 1v L -J DEEPEN FOOTINGS AS REQ. FOR ANCHOR BOLTS. "E" 55=a "E" 55TB16 "E" 55TB16 "E" 55TB28 "E" 55TB28 12" WIDE X 12" DP. CONT. FOOTING w/ (1) #4 TOP 4 BOT. 'N' SSTB16 FOUNDATION PLAN NOTES: I. ALL EPDXY INSTALLED ANCHORS TO BE INSTALLED H/ SIMP50N SET -XP EPDXY. HOLDDOWN ANCHOR BOLTS TO HAVE 10" EMBED d SHEAR A.B. TO HAVE '7" EMBED. 2. DEEPEN FOOTINGS AS REQUIRED FOR ANCHOR BOLTS 1/411=11-011 Found(on-A"I.C."Ei Pl(m--1-1 ❑ 1 1 ❑ 0 H E H 0 0 �d 0 z W a W0 Co U O O I F—i W O p O 0 4-4 W w� O W o co W W H ❑ ❑ Date 10-3-14 Job PEDERSEN ADD1710N ❑ ❑ SHEET of 4 [31 10 N_ O O N d7 Ln co O co m C O �O U >O N Y U O Z co LO 0 H E H 0 0 �d 0 z W a W0 Co U O O I F—i W O p O 0 4-4 W w� O W o co W W H ❑ ❑ Date 10-3-14 Job PEDERSEN ADD1710N ❑ ❑ SHEET of 4 [31 10 FOUNDATION PLAN SEDT 1 ON 5/4 qrz 1/411 - 11-011 ❑ ❑ Date 10-�-14 Job FEDERSEN ADDITION ❑ I Cl SHEET of 5 ❑ 0 a� Y U 0� O .O i O r , O H -I � Z o o p M LO W O p ❑ r77777777=[ W ❑ ❑ Date 10-�-14 Job FEDERSEN ADDITION ❑ I Cl SHEET of 5 ❑ 0 O 0� C4 r , O H -I � �a � U o o p Hi W O p W 00 (A o H� W W� �x Q O w p �LO w ❑ ❑ Date 10-�-14 Job FEDERSEN ADDITION ❑ I Cl SHEET of 5 ❑ 0 WEST ELEVATION SOUTH-! ELEVATION SECTION G/5 EAST ELEVATION 114 1 1-011 ❑ ❑ 61' �:5j0 0 Q4 N 0) N LO O CY) L C 0 Coon 0- 40— C) 0U 3 O U CotO L Z LO d a w o a U O o o p r U �{ 0 o U 4--1p wQr O 0 w QW� a �o LO co co Date 10-5-14 Job FEDr-RSEN ADDITION ❑ ❑ SHEET of 4 GENERAL NOTES: I_. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLIGABLE SAFETY REGULATIONS. 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR SIMILAR CONSTRUCTION 5HOWN ON PLAN. 4. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 5. ALL PREFABRICATED GONNECTING HARDWARE SPECIFIED 15 SIMPSON PRODUCTS OR APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR MAX LOADING. 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL GHECK ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK AFFECTED. 7. NO STRUCTURAL MEMBERS SHALL BE GUT, NOTCHED, OR OTHERWISE PENETRATED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON THESE DRAWINGS. 8. PROVIDE OPENINGS, GURBS, FRAMING AND/OR SUPPORTS FOR ITEMS INDICATED ON ANY OF THESE DRAWINGS. 8. DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL ENGINEER FOR ANY NEEDED CLARIFICATIONS. 10. STAIRS: RISE 4" MINIMUM TO 7.0" MAXIMUM; RUN 11" MINIMUM; HEADROOM 6'-8" MINIMUM; WIDTH 36 MINIMUM PER GBG. 11. UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, LANDINGS AND RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 30" ABOVE GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG. 12. FOUR STEPS OR MORE REQUIRES A CONTINUOUS HANDRAIL 34" TO 38" ABOVE TREAD NOSING PER GBG. 13. PROVIDE ATTIC, AGCE55 FOR ALL ATTIC AREAS WITH 30" OR MORE IN HEIGHT, MIN. ACCESS SIZE 15 22"X30" OR 30"X30" WITH WALK, PLATFORM, AND LIGHT IF FAU IS IN ATTIC. 14. PROVIDE INSPECTION IN ACCORDANCE WITH GBG SECTION 108. 14.1. NO SPECIAL INSPECTION REQUIRED FOR THIS PROJECT. DESIGN CRITERIA: I. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA: I.I. SEISMIC: -SEISMIC IMPORTANCE FACTOR: I -MAPPED 5PECTR.AL RESPONSE ACCELERATIONS: Ss = 0.614, 51 = 0.230 -SEISMIC,SITE GLASS: D -SEISMIC RESPONSE COEFFICIENTS: SDS = 0.536, SD! = 0.287, Gs = 0.088 -SEISMIC, DESIGN CATEGORY: D -BASIC SEISMIC, FORGE RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS -RESPONSE MODIFICATION FACTOR: R = 6.5 -ANALYSIS PROCEDURE: EQUIVALENT STATIC FORGE PROGEDURE 1.2. WIND: -WIND SPEED: 110 MPH -WIND EXPOSURE: G 1.3. LIVE LOADS -RESIDENTIAL FLOOR LOAD: 40 PSF SITE WORK AND FOUNDATION: 1. FOUNDATION SOIL SHALL BE NATIVE UNDISTURBED SOIL OR ENGINEERED FILL AS PER THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE SPECIAL INSPECTED AND A PAD CERTIFICATION FROM THE TESTING AGENCY SHALL BE PROVIDED. 2. IF NO GEOTECHNICAL REPORT WA5 PROVIDED, DESIGN IS BASED ON LOCAL JURISDIGTION ALLOWABLE LOADS AND RECOMMENDATIONS. 3. GRADING SHALL BE PROVIDED TO ACCOMPLISH A 5% SLOPE AWAY FROM HOUSE FOR A MINIMUM OF 10'. 4. NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH _ EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. -5. PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED CONCRETE AT POWER METER LOCATION. CONCRETE: I. THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI PER GBG. 2. ALL GEMENT USED SHALL CONFORM TO ASTM C-150 STANDARDS. 3. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" BELOW TOP OF STEM WALL AND 3" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT 18" O.G. MAXIMUM HORIZONTAL 5PAC I NG. 4. CONCRETE SLABS SHALL BE A MINIMUM OF 3.5" THICK PER GBG. SLABS UNDER LIVING AREAS AND IN GARAGE SHALL BE REINFORCED WITH REINFORCING 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 G-33 FOR STANDARD WEIGHT CONCRETE ANDS ASTM G-330 FOR LIGHT WEIGHT GONCRETE. 6. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE THAN THREE PARTS SAND. 7. CONCRETE SHALL BE GURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OR BY AN APPROVED CURING COMPOUND. 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR MISGELLANEOU5 ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC. g. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE WALKS, SLABS, AND OTHER FLAT WORK. 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER ASTM 0-134. 5 SACKS OF GEMENT PER CUBIC, YARD OF CONCRETE. GEMENT TO BE PER ASTM G-150 TYPE I OR 2. REINFORCING STEEL: I. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED EIRE FABRIC, 15 TO BE ASTM AI85 WITH LAPPING OF 1 1/2 SPACES. 2. ALL BARS SHALL BE DEFORMED PER A57M A305. 3. ALL BARS SHALL BE GLEAN AND FREE OF L005E FLAKY RUST, GREASE OR OTHER BOND IMPAIRING MATERIALS. 4. ALL BENDS SHALL BE MADE GOLD. 5. SFLIGING OF BARS IN GONGRETE SHALL HAVE LAPPING OF 30 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. SPLICING OF BARS !N MASONRY SHALL HAVE LAPPING OF 40 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. 6. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE, NO NET SETTING WILL BE ALLOWED. ANCHOR BOLTS: 1. TYPICAL 51ZE AND SPACING SHALL BE 1/2" CP WITH A MINIMUM OF 7 EMBED INTO THE FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR 51NOLE STORY AND 48" O.G. MAX FOR TWO STORY BUILDINGS. 2. PLATE WASHERS A MINIMUM SIZE OF 3"X3"X0.228" SHALL BE USED ON EA. BOLT. 3. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL AT ALL HOUSE AND GARAGE PERIMETER WALLS AND AT ALL INTERIOR SHEAR WALLS. 4. FOUNDATION SILL AT INTERIOR NON -SHEAR WALLS MAY USE SHOT PINS FOR CONNECTION TO SLAB. SHOT PINS MUST BE 0.140" SHANK DIAMETER WITH 0.300" HEAD DIAMETER AND WASHER AND A MINIMUM OF 2.5" LONG. 5. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12" OF EACH END, OR TWO BOLTS BETWEEN HOLDOWNS. 6. AS A REPAIR FOR MISPLACED OR MISSING ANCHOR BOLTS SIMPSON 5/8"X7" WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR MUST BE EMBEDDED A MINIMUM OF 45" INTO THE CONCRETE WITH AN EDGE DISTANCE OF 2.5". INSTALL ANCHORS PER MANUFACTURES 5FECIFICATION5. HOLCOWN5: I. ALL HOLDOWNS ARE SIMPSON STRONG -TIE OR EQUIVALENT. 2. LOCATION OF HOLCOWN5 ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATION5 BASED ON THE LENGTH OF SHEAR WALL5, TYPE OF HOLDOWN AND THE MANUFAGTURE5 RECOMMENDED INSTALLATION. 3. ALL HOLDOWN5 ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. LUMBER AND CARPENTRY: I. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD GRADING RULES NO. 16 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM MOISTURE CONTENT OF Ig%. 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR G -D GRADE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. 3. STRUCTURAL PLYWOOD MAY BE SUBSTITUTED WITH AN EQUIVALENT APA RATED ORIENTED STRAND BOARD (OSB). 4. ALL WOOD BEARING ON GONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RESISTANT MATERIAL. 5. STRUCTURAL MEMBERS SHALL NOT BE GUT OR NOTCHED UNLESS SPECIFICALLY NOTED OR DETAILED OR IS IN ACCORDANCE WITH THE GBG. 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED. 7. CRO55-15RIDGING SHALL BE PROVIDED AT 8' O.G. FOR DIMENSIONED FLOOR JOIST OVER 10" IN DEPTH. GROSS -BRIDGING SHALL BE PROVIDED AT 10' O.G. FOR DIMENSIONED ROOF RAFTERS OVER 10" IN DEPTH. USE SOLID BLOCKING OR AN APPROVED METAL TYPE BRIDGING. 6. ALL NAILING TO BE PER GBG TABLE 2304.8.1, UNLESS OTHERWISE NOTED. g. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGER ALL PLYWOOD PANELS A MINIMUM OF 4'. 10. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. A5 REQUIRED AND REQUESTED BY THE GENERAL CONTRACTOR. 11. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB ON METAL POST BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREADED WOOD.) POSTS OR COLUMNS RESTING ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8" ABOVE GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH A SIMP50N PBS ANCHOR OR EQUIVALENT, UNLESS NOTED OTHERWISE. 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 36" IN WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 3' TO 6' IN WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6'. 13. ALL EXTERIOR WALLS ADJACENT TO VAULTED GEILING5 SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRUSS OR RAFTER. 14. PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. 15. BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A507 MACHINE BOLTS UNLESS OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACGORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SFEGIFICATION FOR WOOD CONSTRUCTION BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16" SMALLER THAN THE BOLT DIAMETER. 16. HOLES FOR LAG SCREW SHANK SHALL BE THE SAME DIAMETER AND LENGTH A5 THE SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 705?o/ OF THE SHANK DIAMETER. 17. PROVIDE MALLEABLE IRON WASHERS OR GUT PLATE WASHERS UNDER NUTS AND BOLT OR LAG SCREW HEADS THAT BEAR ON WOOD. 18. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 75% OF THE NAIL SHANK DIAMETER. 18. INSTALL FIRE BLOCKS TO GUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC 5PAGES. FIRE BLOCKS SHALL BE OF 2" NOMINAL THICKNESS. LOCATION OF FIRE BLOCKS ARE AS REQUIRED BY THE GBG. 20. ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL BEARING TO FOUNDATION UNLESS OTHERWISE NOTED. 21. ALL WALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID BLOCKING, UNLESS NOTED OTHERWISE. 22. PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALLS WITH SHEAR WALL5 AS REQUIRED. 23. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS AND AT SHEAR WALLS. 24. REFER TO MANUFACTURES SPEGIFICATIONS FOR DRILLING AND GUTTING HOLES IN WEBS OF MANUFAGTUREC 1 -JOISTS. 25. EXCEPT WHERE PLANS SHOW SPECIFIC, FRAMING ALL FRAMING SHALL COMPLY WITH THE GBG CHAPTER 23, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. 26. FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.7 27. GLUE -LAMINATED BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH THE GBG 1704.6.2. �5Y2"�- BLOCKING DETAIL RAFTER PURL I N/RI DO E BEAM CONNECTION SHEAR VALL S�H=lULE WALL SYSTEM STRENGTH: 173 PLF SEISMIC A 173 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. @ EDGES 12" O.G. (9 FIELD 1/2"41) ANCHOR BOLT SPACING 72" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d @ 6" O.G. (COMMON, BOX OR SINKER) LN ALL SYSTEM STRENGTH: 260 PLF SEISMIC I 260 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. @ EDGES 12" O.G. @ FIELD 1/2"(�) ANCHOR BOLT SPACING 48" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d 4" O.G. (COMMON, BOX OR SINKER) zL WALL SYSTEM STRENGTH: 364 PLF SEISMIC 511 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) (o" O.G. @ EDGES 12" O.G. @ FIELD 1/2"4) ANCHOR BOLT SPACING 24" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d @ 3" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 532 PLF SEISMIC SEE NOTE 1 744 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 4" O.G. @ EDGES 12" O.G. @ FIELD 1/2"cP ANCHOR BOLT SPACING 16" W/ 2X P.T. SILL 5/8"�P ANCHOR BOLT SPACING 24" W/2X P.T. SILL SILL SHEAR TRANSFER NAILING (2) ROWS 16d @ 4" O.G. (COMMON, BOX OR SINKER) T`I'C. SHEAR 1/ lALL NOTES I. FOR SHEAR WALL TYPES D $ E FOUNDATION SILL PLATES AND ALL FRAMING RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LE55 THAN A 51NOLE 3x MEMBER. NAILING TO 3x MEMBERS SHALL BE STAGGERED. 2. WHEN T -1 -II 51DINO IS USED FOR SHEAR PLY. INSTALL DOUBLE STUDS STITCH NAILED W/ 16d'5 @ 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. 5. PLATE WASHERS TO BE WITHIN 1/2" OF PLY5IDE OF SILL PLATE FOR ALL ANCHOR BOLTS. TYF I CAL FRAM I NC NOTES I. ALL HEADERS @ INTERIOR BEARING WALLS 4 EXTERIOR WALLS ARE 4X12 OR 6X8 UNO. 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS AND BEAMS SHALL BE NAILED TOGETHER WITH 2 ROWS 16d'S @ 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 MATCHING POSTS EXTENDING TO SUPPORTING BEAM OR FOUNDATION BELOW. 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUCTS OF SIMPSON STRONG -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. IX4 GROSS TIES AT 48" O.G. MAX. 7. WHERE GIRDER TRUSS OCCURS, PROVIDE FULL BEARING SUPPORT USING BUILT-UP 2X STUDS OR 4X POST, UNLESS NOTED OTHERWISE. 8. AT CALIFORNIA OVERFRAMING THE LOWER ROOF SHEATHING SHALL BE CONTINUOUS EXCEPT WHERE 22"X30" ACCESS IS REO'D. 8. ALL FASTENERS FENITRATING PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. I. LSTA18 c0 2X6 @ 24" O.G. 2. 2X BLOCKING SEE 2X8 @ 24" O.G. 2X10 @ 24" O.G. 16'-O" 18'-O" 2X12 @ 24" D.G. Ig' -O" 2!'-O" HIP AND VALLEY RAFTERS BLOCKING DETAIL 8'_3" 1 11 10 -O 2X8 3. IOd'S (7) C9 EACH 2X10 END 1.75X8.5 LVL 4. ROOF PLY 18'-3" 18'-6" G� I INC ,JOIST 5. TOE NAILING 6. RIDGE BEAM PER C PLAN NOTE: 7. RAFTER PER PLAN WHEN GRIFPLE WALL OCCURE5 ALLTHREAD 8. PURLIN PER PLAN MAY BE EXTENDED A MAXIMUM OF PROVIDE SOLID BEARING TO FOUNDATION FOR 6" (1 STORY) HOLDOWN POST. WHEN a (2 STORY) DISTANCE 15 GREATER HOLDOWN 15 TO BE -. INSTALLED AT THE SILL PLATE AND STRAP POSTS Of1�11I PER DETAIL 5/52 AT THE FLOOR LEVEL. USE _ STRAP WITH EQUIVELENT ENGTH OF HOEDOWN cV HCU2 = MST48 - I 12" (1 STORY) I _ HDU5 = M5T60 �l 15" (2 STORY) f I SHEARMOLDONN CONN. @ FOUNDATION I. DOUBLE 2X FRAMING OR 4x POST FOR HOLDOWN. 2. PTDF SILL PLATE 3. ANCHOR BOLT W/ 3X3X.228 PLATE WASHER, SEE SHEAR SCHEDULE FOR 51ZE AND SPACING. 4. SIMPSON HDU HOLDOWN, SEE PLAN FOR SIZE AND LOCATION. 5. FLOOR JOIST SEE PLAN. 6. FLOOR PLY 5EE PLAN. 7. (1) #4 REBAR WITHIN SHEAR GONE OF A.B.'5, (1) #4 REBAR TOP 4 BOT U.N.O. 8. SHEAR PLY. PER PLANS. 8. 51MPSON CNN 4 ALLTHREAD . 10. SILL NAILING PER SHEAR SCHEDULE. 11. EDGE NAILING PER PLAN. 2 TYF I SAL LUMBER CRAKES z u W 4 ►� �- d q) 4z-�-�z I. 2X, 4X BEAM5, HEADERS AND POSTS DF#2 OR BETTER. O p- O = W W p � W x °wzx���wQmQU�QoZ 2. 6X BEAMS, HEADERS AND POSTS DF#I OR BETTER. Z z k O O z t- Q�Qrz�J-OIILSu�`�> 3. 2X JOISTS AND RAFTERS CF#2 BETTER. ZOR < iLLu z ulu Q IU 4. 2X STUDS 10' MAX HEIGHT CF#3 OR BETTER. Z F- (L O K u- O v z n {� � Q LU Z ON�~�w=a-Oz4Vv <UD_Lu 5. 2X4 STUDS 14' NONBEARING DF#2 OR BETTER. z W Z W m E E- u 2 O to 4 Q Q� O V v(_<z<-z viLZ F- zwly_z zoL Z-Ll<tkzq)<ut <>tLua 6. 2X6 STUDS 15' MAX HEIGHT STUD GRADE OR BETTER. Q W! O O = lu 4 _ < J 1 1- O �n� �i-��Q4 7. 2X6 STUDS 20' NONBEARING DF#2 OR BETTER. Uld 8. GLUE LAMINATED BEAMS 24F -V4 WITH 2000' RADIUS. 8. PARALLEL STRAND LUMBER (FSL) Fb=2800 PSI Fv=280 PSI E=2.OX10^6 PSI 10. LAMINATED STRAND LUMBER (LVL) Fb=2600 F51 Fv=285 PSI E=1.8X106 P51 I 11. ROOF PLY 70 BE 1/2" GDX (52/16) OR OSB STAGGER JOINTS & RUN PERPENDICULAR TO ROOF FRAMING. NAIL W!TH 8d'5 6" O.G. EDGES AND BOUNDARY 12" O.G. FIELD UNO. , i „ 12. FLOOR PLY. TO BE 3/4" T/G (46/24) OR EQUIVALENT OSB 57"AGGER ii. JOINTS 4 RUN PERPEND!CULAR TO FLOOR FRAMING. GLUE AND FASTEN R ;� WITH &d'S O.C. @ EDGES AND BOUNDARY 12" O.G. FIELD UNO. RAFTER S(�,HEE�)ULIf TILE COMP. Yy MEMBER: DF #2 OOF I NO ROOFING I I z AX. ALLOW MAX. ALLOW. PAN. SPAN. CALIFORNIA OVE.RFRAMINO RAr=TERS 2X4 @ 24" O.G. 2X6 @ 24" O.G. 2X8 @ 24" O.G. 2X10 @ 24" O.G. 16'-O" 18'-O" 2X12 @ 24" D.G. Ig' -O" 2!'-O" HIP AND VALLEY RAFTERS 2X6 8'_3" 1 11 10 -O 2X8 2X10 2X12 1.75X8.5 LVL 1.75X11.875 LVL 18'-3" 18'-6" G� I INC ,JOIST 2X4 @ 16" O.G. DF#2 MAX. SPAN = II' -O" 2X4 @ 24" O.G. CF#2 MAX. SPAN 2X6 @ 16" O.G. DF#2 MAX. SPAN = 16'-8" 2X6 @ 24" O.G. DF#2 MAX. SPAN = 13'-6" 2X8 @ 16" O.G. DF#2 MAX. SPAN = 21'-O" 2X8 @ 24" O.G. DF#2 MAX. SPAN = 17'-3" 2X10 @ 16" O.G. CF#2 MAX. SPAN = 25'-3" 2X10 @ 24" O.G. OF#2 MAX. SPAN = 21'-6" 12" (1 STORY) 15" (2 STORY) CONN. @ FOUNDATION -,I Q Lu A, - Lu mo< z w r ® W II k O Q i OL e ram LO L X S .` O I. SLAB AND DL LL REINFORCEMENT - PER PLAN. 2. 2X P.T. LED GER N/ (2) %2" A.B. @ 36" w Q O.G. STAGGERED. > 3. FLOOR JOIST SEE- PLAN. > 4. FLOOR PLY SEE - PLAN. �1 5. (1) #4 REBAR TOP 4 BOT U.N.O. vo- n ESS/q�q\ P • Np \ �� % n ud' Q 066034 A ?rC EXP. 06/30/16 ( civic �P \� or w' RANCHO ENO. JOB: 12-82 DRAWN BY: JH CKD.BY: JPH DATE: Ol�/05/14 REVISION: O DRAWINO NUMBER gd i ' I. 2X FRAMING 0R 2"MIN. R12Q DLOCKING AS FOR F O I. BERT BAR AT ALL TPOST AS REGU I RED PLY _ �- IL -j i CORNERS AND FOR HOEDOWN, SEE EDGE NA I L I NO . T Q N -� Q L i- t' 4 O w z H z 4d (22 MIN) BENDS. PLAN -I--�Ow=�-�n�0� 2"MIN. 2. ANCHOR BOL S w ' zww O w -w END & INTERSECTION SEE PLAN. -per p w = z z p } i d d + + + + x ,Q� \�✓ 2. (2) VERT BARS AT END OF WALLS. 2. PLY. SEE PLAN FOR REQUIREMENTS. I I 5. DOUBLE 2X TOP PLATE WITH 4'-0'; MIN SPLICE. (14) 16d SINKERS REQUIRED p I- ( 4 J z i i=- O } z v O V -3 LE w �, z = ul Q- } w�-v�wQO-��IL KX>D-0 - O �- v O P' 1 3. 2X WALL I EACH SIDE OF z< E TT �r z� a w O fl O Hv wOw---o �-zz z- O 180° "D" D/5 FRAMING. 4 I SPLICE OR PLATE w z= u- O sp z d �y - Dx L/5 MIN. D -� AND w z N- W w 6 Q w Q� o E N TYP. MAX L=GLR. SPAN MIN. 4. 2X FLOOR LOWER UPPER BREAK. REG'I7 C ALL u� ~ -1 to w p- z: < < w Q w O w z O z QO° a0° 1550 FRAMING, REFER TO PLATE SPLICES MUST OCCUR WITH A MINIMUM EXT. AND INT. SHEAR WALL LINES. } j M 2 z w cT� u~ x O to d Q `n w O v v fe! d z Q - z u) 'J Q z).F- z - v z MIN. INSIDE MIN. INSIDE "D" BEND 4 "D" i N i MANUFACTURES RECOMMENDATIONS OF 4'-0" SEPARATION 4. HEADER SEE PLAN. Q W O w 4 `� _ Q J } Q BAR SIZE BEND BAR SIZE p I I 5. 2X STUDS © 16" VCL0o4)XP V_ 1LI-ILfL << #5 - #8 6d #3 - #5 4d 5D MAX. _ p FOR MANUFACTURED O.G. TYP. - #11 8d #6 - #8 6d Tm N FLOOR JOIST PRODUCTS. 1 6. (2) TRIMMERS #14 & #18 IOd TYP!CAL STIRRUPS 4 TIES p REG'D @ OPENINOS -O OR LARGER. STANDARD BAR HOOKS ANGLE D/4 ? 4 MAX. 5 i. (2) KINO 5TUDS REG'D OFENIN05 AND BEND5 FOR CONCRETE: LAP 50 BAR � LA 5 LJ � (2 MIN. U.O.N CORNER 3 6 a. ( ) SIILLS EG'D 9 C. 6 FOR G.M.U.: SINGLE CURTAIN PLAN SECTIONS OPENINGS 6'-O" OR LAP BAR 1 U.O.N. 0.4 x DI MAX. �i��X SILL PLATE (f z i P.T.D.F 16ga MIN. TIE WIRE DI Q) Lu I 7)00'f=. CONCRETENALL 2 TYP. GORN�R/NOTGH�S/HODS B TYP I GAL NALL SRAM I NO TYP. HOODS BANDS iL LL I. SHEAR PLY AS I. ROOF PLY. I. SHEAR PLY AS I I. ROOF PLY. 5. FLAT REG'D SHEAR WALL SEESHEAR REG'SEE 'R @ 56" SCHEDULE FOR PLY. I 2. ROOF FRAMING. NALLDSG SCHEDULE FOR PLY. GLOOKE O NAILING. 2. 2X STUDS ©16" 5. 2X BLOCKING W/ NAILING. ki MPSON LTP4 FRAMING TO TOP - O.G. (2) 8d EA. END 2. 2X STUDS 16" PLATE @ 24" O.G. 2 1 5. 16d 16" O.G. 4. SIMPSON HI EA 4 C. 5. 16d © 16" O.G. `� S. DOUBLE TOP PLATES ! TYP. SEE SHEAR WALL SCHEDULE �} RAFTER. TYP. SEE SHEAR 6 . 2X S UDS � 16 O 4 FOR SILL NAILING. 5. DOUBLE TOP 6 WALL SCHEDULE FOR SILL NAILING. O C -7. SHEAR PLY AS -A 0 4. FLOOR PLY. 5. FLOOR JOIST. PLATES 4. FLOOR PLY. 6 REG'D SEE- SHEAR 1 6. RIM JOIST. 5. FLOOR JOIST 16" O.G. WALL SCHEDULE L� o O 6 I �. SIMPSON LTP4 C 5 6. 0. STUDS 16" O.G. 6. 2X BLOCKING MIN 45 ° FOR PLY. NAILING. 8. EDGE NAILING III'�- LU � � O 4 5 24" O.G. U.N.O. ONLY IF PLY. BREAK IF FLY. �. A55 � 48" O.G., MAX 60 G. 2X KIGKE=Z ©8' n �- � � - SAT THIS �. SHEAR PLY AS REQ D SEE 5 8 U.N.O 8. DBL TOP PLATES O.G. ATTACHED AT EA. END 1�1!THUA IL 1 LOCATION. 8. BLOCKING @ 48" SHEAR WALL 1 Q. STRAP WHERE J SIMPSGN A55 CLIP. 1lI ! I O.G. SCHEDULE FOR OCCURS AT WALL MAX 2X4 -1 �. 8d TOP AND PLY. NAILINO. LINE F, PER PLAN OR SPECIAL TOP 5 UNBRAGED LENGTH I�- ��� �� O LL11 T. 10IL 0 8d EA. SIDE 8. EDGE NAILING PLATE NAILING 6 `C 2X6 I � 6 -O' MAS UNBRAGED LENGTH - ✓� PER PLAN< I S 8 -O OF BLOCK TO IO.EDGE NAIL .� II PLATE. z 11. EDGE NAIL 12. HOLDOWN STRAP SEE PLAN FOR Lu � LOCATION AND SIZE. Lu w I � � SHEAR I$ HIS CONN. ©FLOOR � SHEAR CONN. EAVE 6 SHEAR TRANSFER INTERIOR NALL SHEAR CONN. O ABLE 8 I. DOUBLE 2X I. DOUBLE 2X I. SHEAR PLY AS I. EXISTING ROOF FRAMING OR 4x REG'D SEE SHEAR � O O ! PLY. FRAMING OR 4x POST FOR HOLDOWN. NOTE: POST FOR HOEDOWN. ! SCHEDULEi- NALLFLY. 2. EXISTING ROOF 2. P.T. SILL PLATE. WHEN CRIPPLE WALL 1 ALLTHREAD 2. P.T. SILL PLATE 5. ANCHOR BOLT W/ FOR , LY. NAILING. :.. � - FRAMING. 3. ANCHOR BOLT W/ 5X5X.22cl PLATE OGGURES MAY BE EXTENDED A 4 5X5X.22(i PLATE WASHER, SEE SHEAR 2. 2X 5TUD5 (9 16" 1 (� I - t� � 1 1 MAXIMUM OF 4'-0". O.G. 5. EXISTING 2X BLOCKING W/ (2) WASHER, SEE SHEAR SCHEDULE FOR SIZE PROVIDE SOLID BEARING E.N. AND SDPAG NG SIZE 8d EA. END 3 AND SPACING. HOLDOWN, TO FOUNDATION FOR HOEDOWN POST. WHEN 4. SIMPSON HDU 6 4 3. 16d C I6" O.G. TYP. SEE SMEAR a� O 4. SIMPSON HI EA 4. SIMPSON SEE PLAN FOR SIZE q DISTANCE IS GREATER HOLDOWN, SEE PLAN FOR SIZE AND WALL SCHEDULE 0�I V �- RAFTER. �- 5 E N AND LOCATION. HOLDOWN IS TO DE INSTALLED AT THE SILL LOCATION. FOR SILL NAILING. � ks! N fl INSTALL PER MANUFACTURES PLATE AND STRAP POSTS -� E.N. - 5. FLOOR JOIST SEE I I 4. FLOOR PLY. - 5. DOUBLE TOP PLATES SPECIFICATIONS. PER DETAIL 5/52 AT THE - PLAN. 6. FLOOR PLY SEE �--- O X - i fai' iC \ 4 7 5. #4 DOWEL ©52 FLOOR LEVEL. USE PLAN. 5. FLOOR J015T Q LL 5 6. 2X STUDS 16" a , -� O.G. (9 TWO POUR STRAP WITH EGUIVELENT , ° HI REBAR 12" O.G.. 0. C. " ^a a - _ e ° ^� y CONDITION. OPTIONAL GOLD STRENGTH OF HOLDOWN. HDU2 = MST48 J WITHIN SHEAR GONE I 6. EDGE NAIL. 6 -. ^� I HDUS = MST60 OF A.B.'5, (1) #4 I 7. SHEAR PLY AS REG'D SEE } 6 ° I = JOINT FOR TWO POUR. �. (I) #4 REBAR 6" (I STORY) REBAR TOP a BOT a 8" (2 STORY) U.N.O. SHEAR WALL i ° a I ° WITHIN SHEAR GONE V ° 8. SHEAR PLY. PER if) i I SCHEDULE FOR a I OF A.B.'S AND O '14��11'� PLY. NAILING. °� I HOLDOWN, (1) #4 a° qL SILL NAILING PER N a a I REBAR TOP $ BOT °. as SHEAR SCHEDULE. " 8. EDGE NAILING. - ° _ U.N.O. c N •° 10. BLK'O © 48" O.G. 5 12" 1 STORY ( ) 8. SHEAR PLY. PER PLANS 11. SIMPSON CNN 4 ALLTHREAD SHEAR CONN. © FLOOR 12 �#rssr 1 7 I. RODE PLY. 15" (2 STORY) �. OPTIONAL "T" 12" (I STORY) EXTENTION. P• hp SHAPED FOOTING 15" (2 STORY) 2. MANUFACTURED �o < SS. 066034 < + + + + + + + + + + + + + + + 5. 2RXUBOXED SHEAR EXP. 06;30/16 SHEAR/HOLDONN CONN. © FOUNDATION I I + BAFFLE. PLY AND 1 NAILING TO civic- 1. SHEAR PLY AS + + + + + + MATCH WALL 6 RE'O SEE SHEAR BELOW. 4 WALL SCHEDULE + + + + + + 4. 16d'5 MATCH SILL FOR PLY. NAILING. I NAILING OF NALL RANCHO ENO. JOB: 12-82 2. 2X STUDS © 16 + + + + + I+ TYPE 5 8BELO O.G. 5. DOUR GWF. DRAWN BY: JH 5. SIMPSON A55 + + + + + + PLATES BLOCK TO TOP PLATES, (1) EA. O 6. SHEAR PLY AS CK.BY: JPH D REG'D SEE SHEAR + + + + WALL SCHEDULE + + + + + + + + + 4. FLOOR PLY. FOR PLY NAILING. DATE: Oji/05/I 4 5. FLOOR JOIST 12" O.G.. '� 1 i. EDGE NAILING REVISION: O 6 6. EDGE NAIL. 5 I 8. 3"4 HOLE AS T. DBL. TOP PLATES. 4 REQUIRED FGR 8. 2X BLOCKING, �/ENTALATION. DRA�IINO NIJMBER JOIST TO JOIST. 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