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Home My WebLink AboutB17-0689 042-600-008i i 0 FLOOR PLAN STRUCT RAL NOTES: 1.) 5EE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1-SD2 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 1 6" O.G. INTERIOR WALL5: 2X4 DF STUD AT 1 6" O.G. 3.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 5.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 6.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. -1.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE, TABLE 2304.10.1, UNLESS NOTED OTHERWI5E. *7 ♦♦M*A •Wo O.. ♦ OA_Q I 2'-4' 1 1'-4' -7'-4 1/2' '1'-4 1/2' 5'-1 O' BALLOON FRAME THIS WALL Sid L-4.0' SD2 o v� 5040R5 `7`0131 5 (N) WALL5 (N) WALL �6 L-4.0' 4 " I/ 5D1 h h TYP. O N9012. h I SS ov i0 S5•(6 Te ? I �6 3 5 0 0 3 sD1 0 (N) MA5TE BEDRO M o In TYP- N CARPET FLOOR ONE LITE `fl SEE OTES: BEDROOtJ,. SAFETY m p 0LAS5 UP DOOR 8'-O' '� 3'-5' Si QO, GONG. STOOP: MIN. 36' IN Cid DIRECTION OF BI -PASS �S• (N) WALL5 TRAVEL AOOR5 P I �A 8' 60(8 <? yP CREATE F� r'yp SOS,➢ OPENING IN NALL TO O Sd��F (N) CLOSET L-'1.25' N O� MASTER I 2 SHELVES b BEDROOM. 34015 __f2 POLES ' L QrLo one I GRANITE +36' TOP 4SPLASH < (N) MASTER TH `0 O m 4-_4- O o TILE FLOOR (() SEE NOTES: (N) l /N) IV BATHROOM. in WALLS HALL I et SHOWER 0 r DAM 5 OW O 2 SHOWER GOMPARTM NT- • oP�l TOILET SEE NOTES, BATHROOt 15. •I - 0 SHOWER VALVE_ NOT TILE SEE NOTES, BATHROO WALL5 REMOVE TO+'72" TOILET: (E) WALL I --s (E) UNDERFLOOR SEE NOTES, DATHROOt I. CLASETI AGGE55 EXHAUST DUGT5 L— yyy— -' SEE NOTES, BATHROO 6T-- 2 / REMOVE (E) CLOSET DOOR / GE AS SHOWN N I " 404OR5 f 262OR5 302015 15 I I 1 1'--1" 1,20'-0" 8'-1' L 3'-b' 1 S'-6" L 1 1'-b' L 3' I I I I I I I I ......... I I I COVE IR M PORCH I I I L J I I I I I I I I I I I I I I I I I I 6668 16036R5 I 868 0-0. '-O' 5'-q' 2'-4' 2'-0' 2'-1 O' 2'-b" 2'-b' 1 1'-q' 4'-4' 5'-4' 18'-•1' 60'-0' TH15 PLAN TO COMPLY WITH THE FOLLOWING: • 2016 CALIFORNIA BUILDING CODE (GBG) - STRUCTURAL ONLY �u'l • 2016 CALIFORNIA RESIDENTIAL CODE (CRC), --- • 2016 CALIFORNIA MECHANICAL CODE (GMC), ROKE I' D.H ('i: R S. P.T. • 2016 CALIFORNIA PLUMBING CODE (CP(:;), ARCH !�i • 201 6 CALIFORNIA ELECTRICAL CODE (GEC), • 201 6 CALIFORNIA FIRE CODE (CFC), • 201 6 CALIFORNIA ENERGY CODE • 201 6 CALIFORNIA GREEN BUILDINGS STANDARDS CODE ODP v' T•� (COMMONLY GALLED "GALGREEN) OCCUPANCY GROUP: NOTE_ WINDOW LABELS EXISTING FLOOR FRAMING NOT CHECKED F6 BY SUMMIT STRUCTURAL DESIGN. 500PE OF REMO�-EL' THE FOLLOWING ITEMS WILL BE NOTE: PERFORMED ON THIS PROPERTY: PRIOR TO CONSTRUCTION CONTRACTOR 1 ) REMOVE 4 REPLACE (E) OL05ET SHALL VERIFY IN FIELD THAT ALL EXISTING WALL5 TO BE REMOVED ARE DOOR IN (E) FRONT BEDROOM. NON-BEARING. IMMEDIATELY CONTACT 2) ADD (N) WALLS TO (E) BACK SUMMIT STRUCTURAL DESIGN WITH ANY BEDROOM TO CREATE (N) HALL 4 DISCREPANCIES. MASTER BATH. FA DOUBLE AWNING TA 5) REMOVE A PORTION OF (E) BACK HO BEDROOM TO CREATE AGGE55 TO (N) FH DOUBLE HOPPER TH MASTER BEDROOM. LV 4) ADD (N) FOUNDATION 4 ADD WALL5 TO PT PASS THRU - NO GLASS (N) MASTER BEDROOM d "NOTE: WINDOWS ARE AS VIEWED FROM INSIDE LOOKING OUTWARD. BUTTE CLOSET. I CLOSET. I I I I I I I *7 ♦♦M*A •Wo O.. ♦ OA_Q I 2'-4' 1 1'-4' -7'-4 1/2' '1'-4 1/2' 5'-1 O' BALLOON FRAME THIS WALL Sid L-4.0' SD2 o v� 5040R5 `7`0131 5 (N) WALL5 (N) WALL �6 L-4.0' 4 " I/ 5D1 h h TYP. O N9012. h I SS ov i0 S5•(6 Te ? I �6 3 5 0 0 3 sD1 0 (N) MA5TE BEDRO M o In TYP- N CARPET FLOOR ONE LITE `fl SEE OTES: BEDROOtJ,. SAFETY m p 0LAS5 UP DOOR 8'-O' '� 3'-5' Si QO, GONG. STOOP: MIN. 36' IN Cid DIRECTION OF BI -PASS �S• (N) WALL5 TRAVEL AOOR5 P I �A 8' 60(8 <? yP CREATE F� r'yp SOS,➢ OPENING IN NALL TO O Sd��F (N) CLOSET L-'1.25' N O� MASTER I 2 SHELVES b BEDROOM. 34015 __f2 POLES ' L QrLo one I GRANITE +36' TOP 4SPLASH < (N) MASTER TH `0 O m 4-_4- O o TILE FLOOR (() SEE NOTES: (N) l /N) IV BATHROOM. in WALLS HALL I et SHOWER 0 r DAM 5 OW O 2 SHOWER GOMPARTM NT- • oP�l TOILET SEE NOTES, BATHROOt 15. •I - 0 SHOWER VALVE_ NOT TILE SEE NOTES, BATHROO WALL5 REMOVE TO+'72" TOILET: (E) WALL I --s (E) UNDERFLOOR SEE NOTES, DATHROOt I. CLASETI AGGE55 EXHAUST DUGT5 L— yyy— -' SEE NOTES, BATHROO 6T-- 2 / REMOVE (E) CLOSET DOOR / GE AS SHOWN N I " 404OR5 f 262OR5 302015 15 I I 1 1'--1" 1,20'-0" 8'-1' L 3'-b' 1 S'-6" L 1 1'-b' L 3' I I I I I I I I ......... I I I COVE IR M PORCH I I I L J I I I I I I I I I I I I I I I I I I 6668 16036R5 I 868 0-0. '-O' 5'-q' 2'-4' 2'-0' 2'-1 O' 2'-b" 2'-b' 1 1'-q' 4'-4' 5'-4' 18'-•1' 60'-0' TH15 PLAN TO COMPLY WITH THE FOLLOWING: • 2016 CALIFORNIA BUILDING CODE (GBG) - STRUCTURAL ONLY �u'l • 2016 CALIFORNIA RESIDENTIAL CODE (CRC), --- • 2016 CALIFORNIA MECHANICAL CODE (GMC), ROKE I' D.H ('i: R S. P.T. • 2016 CALIFORNIA PLUMBING CODE (CP(:;), ARCH !�i • 201 6 CALIFORNIA ELECTRICAL CODE (GEC), • 201 6 CALIFORNIA FIRE CODE (CFC), • 201 6 CALIFORNIA ENERGY CODE • 201 6 CALIFORNIA GREEN BUILDINGS STANDARDS CODE ODP v' T•� (COMMONLY GALLED "GALGREEN) OCCUPANCY GROUP: NOTE: HOLD TOP OF WINDOWS AT V-8'. UNLESS NOTED OTHERWISE • OCCUPANCY IS R3/U CONSTRUCTION_ TYPE: • CONSTRUCTION TYPE 15 VB FIRE SPRINKLERS: • NOT REQUIRED STEVE HUSHES MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALC5 STEVE HUGHES - GENERAL CONTRACTOR e/ 221541 SAMSON AVENUE, CORNING, CALIFORNIA 46021 (530) 8014-340'1 OFFICE (530) 518-30412 CELL -+ ► PHONE: (530) 321-"1242 CELL EMAIL ADDRESS: Steve-hughesecomcast.net i t EMAIL ADDRE55: Max•CadMama.com 30) 6 18-90 r T SUMMIT STRUCTURAL DESIGN - STRUCTURAL I- 5 5 3 383 RIO LINDO AVENUE x200, CHICO, CA g5g26 (530) 5412-4407 WORK EMAIL ADDRESS: Ryland®SummitChico.com 8040T5 2- 50ALE: 1/4"- 1'-0" FLOOR PLAN NOTES: 1.) NOTE: ALL NOTES ON THI5 PLAN REFER TO THE NOTES, LOCATED ON SHEET 6. 2.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE REQUIRED FOR THIS RESIDENCE (AND GARAGE) AS PER SECTION R3 13.3 OR NFPA 150. DESIGN BY OTHERS. SEPARATE PERMIT WILL BE REQUIRED. 3.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. GGBG 4.405 4.) SUBMIT RESIDENTIAL MANDATORY MEASURES CHECKLIST TO THE BUILDING DEPARTMENT. GGBG 5.) APPROVED CORROSION -RETARDANT FLASHING SHALL BE APPLIED 5HINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 5ELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY W/ AAMA -11 1. FLUID -APPLIED MEMBRANES USED A5 FLASHING IN EXTERIOR WALLS SHALL COMPLY W/ AAMA "I 14. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. GRC SECTION R -I03.4. 6.) PLATE HEIGHT TO BE W UNLE55 NOTED OTHERWISE. -I.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERWISE: EXTERIOR WALLS: 2'x6" DF STUDS a 16" c/c INTERIOR WALLS: 2'X4" DF STUD5 ® 16" c/c C:\Users\Lynn\Documents\Chief Xg Plans\Mark t Elaine (Fell) Lund\Lund Resldence.layout OWNER: MARK 4 ELAINE LUND (530) 514-21-78 CELL EMAIL ADDRESS: ElaineF 1234•Live.com SHEET INDEX 1 FLOOR PLAN (E) FLOOR PLAN 50OPE OF REMODEL 2 FOUNDATION PLAN ROOF PLAN ROOF VENTILATION CAL05 3 EXTERIOR ELEVATIONS ELECTRICAL PLAN ELECTRICAL NOTES WHOLE HOUSE VENTILATION SECTION A-3 4 GENERAL NOTES INCLUDING....., GAL GREEN NOTES 5 PLOT PLAN ASSESSORS MAP LOCATION MAP SN STRUCTURAL NOTES SD 1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS ARCH D (24-X 5 6-) WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: MFH (550) Sq 1-0585 1'I YGAMORI` VALLEY ROAD CHIGO, CALIFORNIA g5"173 LYNKSMITHB 2OATT.NPT ENERGY/GALLS SY: GOLDEN 5UN `DEDIGN4 RAMIICEZ 4�OFESS/ONq K. - y -=No. 75688�1 C, 0/18 -N- OF CALIF 0� 4/13/2017 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. STEVE HUGHES 6GNLRAL OULZINC. CONT TO CALIF. TAIL LICCN'e 916404 530) 5 1 8-3092 NO ." o L l(1 1 0 Z A V� o Zp' 1L pj —1-t Q®LU w . u 7- 7- zw WAY}Zo � Q << to QL < z QL Wm 10 f ' tU w Q ZO Q(LV ILp0 OOH O �w� LIVABLE: 1 R 40 SgFt EXIST __22q SgFt ADDED 1 q 6 q SgFt TOTAL LE) GARAGE• q 3 6 Sq,Ft TOTAL (E) COVERED PATIO: 84 5gFt (E) FRONT j 4 1 q SgFt (E) FRONT O 5gFt NEW 503 5gFt TOTAL (E) WELL HSE: 88 5gFt TOTAL DATE: 4/15/20 1 1 SCALE: SHOWN 1969 I -( �T0nv SHEET a COPYRIGHT 201.7 ,p,p``ITIT��yi LYNN SMITH - DRAFTING � . IgISlAA CHICO,CAg5gT3ALLEYROAD, r„o;e•-ones (530)8411-0585 WORK (530) 514-0585 CELL LTO"nr"99"ATT Mei EMAILADDRESS: Lynn5mlth32•ATTret WINDOW LABELS F6 FIXED GLASS 5H SINGLE HUNG DH DOUBLE HUNG 5C SINGLE CASEMENT DG DOUBLE CASEMENT TG TRIPLE CASEMENT LS LEFT SLIDIN6" R5 RIGHT SLIDING" TS TRIPLE SLIDING" AW SINGLE AWNING FA DOUBLE AWNING TA TRIPLE AWNIN6 HO HOPPER FH DOUBLE HOPPER TH TRIPLE HOPPER LV LOUVERED PT PASS THRU - NO GLASS "NOTE: WINDOWS ARE AS VIEWED FROM INSIDE LOOKING OUTWARD. NOTE: HOLD TOP OF WINDOWS AT V-8'. UNLESS NOTED OTHERWISE • OCCUPANCY IS R3/U CONSTRUCTION_ TYPE: • CONSTRUCTION TYPE 15 VB FIRE SPRINKLERS: • NOT REQUIRED STEVE HUSHES MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALC5 STEVE HUGHES - GENERAL CONTRACTOR e/ 221541 SAMSON AVENUE, CORNING, CALIFORNIA 46021 (530) 8014-340'1 OFFICE (530) 518-30412 CELL -+ ► PHONE: (530) 321-"1242 CELL EMAIL ADDRESS: Steve-hughesecomcast.net i t EMAIL ADDRE55: Max•CadMama.com 30) 6 18-90 r T SUMMIT STRUCTURAL DESIGN - STRUCTURAL I- 5 5 3 383 RIO LINDO AVENUE x200, CHICO, CA g5g26 (530) 5412-4407 WORK EMAIL ADDRESS: Ryland®SummitChico.com 8040T5 2- 50ALE: 1/4"- 1'-0" FLOOR PLAN NOTES: 1.) NOTE: ALL NOTES ON THI5 PLAN REFER TO THE NOTES, LOCATED ON SHEET 6. 2.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE REQUIRED FOR THIS RESIDENCE (AND GARAGE) AS PER SECTION R3 13.3 OR NFPA 150. DESIGN BY OTHERS. SEPARATE PERMIT WILL BE REQUIRED. 3.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. GGBG 4.405 4.) SUBMIT RESIDENTIAL MANDATORY MEASURES CHECKLIST TO THE BUILDING DEPARTMENT. GGBG 5.) APPROVED CORROSION -RETARDANT FLASHING SHALL BE APPLIED 5HINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 5ELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY W/ AAMA -11 1. FLUID -APPLIED MEMBRANES USED A5 FLASHING IN EXTERIOR WALLS SHALL COMPLY W/ AAMA "I 14. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. GRC SECTION R -I03.4. 6.) PLATE HEIGHT TO BE W UNLE55 NOTED OTHERWISE. -I.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERWISE: EXTERIOR WALLS: 2'x6" DF STUDS a 16" c/c INTERIOR WALLS: 2'X4" DF STUD5 ® 16" c/c C:\Users\Lynn\Documents\Chief Xg Plans\Mark t Elaine (Fell) Lund\Lund Resldence.layout OWNER: MARK 4 ELAINE LUND (530) 514-21-78 CELL EMAIL ADDRESS: ElaineF 1234•Live.com SHEET INDEX 1 FLOOR PLAN (E) FLOOR PLAN 50OPE OF REMODEL 2 FOUNDATION PLAN ROOF PLAN ROOF VENTILATION CAL05 3 EXTERIOR ELEVATIONS ELECTRICAL PLAN ELECTRICAL NOTES WHOLE HOUSE VENTILATION SECTION A-3 4 GENERAL NOTES INCLUDING....., GAL GREEN NOTES 5 PLOT PLAN ASSESSORS MAP LOCATION MAP SN STRUCTURAL NOTES SD 1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS ARCH D (24-X 5 6-) WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: MFH (550) Sq 1-0585 1'I YGAMORI` VALLEY ROAD CHIGO, CALIFORNIA g5"173 LYNKSMITHB 2OATT.NPT ENERGY/GALLS SY: GOLDEN 5UN `DEDIGN4 RAMIICEZ 4�OFESS/ONq K. - y -=No. 75688�1 C, 0/18 -N- OF CALIF 0� 4/13/2017 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. STEVE HUGHES 6GNLRAL OULZINC. CONT TO CALIF. TAIL LICCN'e 916404 530) 5 1 8-3092 NO ." o L l(1 1 0 Z A V� o Zp' 1L pj —1-t Q®LU w . u 7- 7- zw WAY}Zo � Q << to QL < z QL Wm 10 f ' tU w Q ZO Q(LV ILp0 OOH O �w� LIVABLE: 1 R 40 SgFt EXIST __22q SgFt ADDED 1 q 6 q SgFt TOTAL LE) GARAGE• q 3 6 Sq,Ft TOTAL (E) COVERED PATIO: 84 5gFt (E) FRONT j 4 1 q SgFt (E) FRONT O 5gFt NEW 503 5gFt TOTAL (E) WELL HSE: 88 5gFt TOTAL DATE: 4/15/20 1 1 SCALE: SHOWN 1969 I -( �T0nv SHEET a COPYRIGHT 201.7 ,p,p``ITIT��yi LYNN SMITH - DRAFTING � . IgISlAA CHICO,CAg5gT3ALLEYROAD, r„o;e•-ones (530)8411-0585 WORK (530) 514-0585 CELL LTO"nr"99"ATT Mei EMAILADDRESS: Lynn5mlth32•ATTret DOYVNSI CONNECI YARD DF MSTA24.5TF (N) TO (E) TOf PLATES TYP.&ABLE LEGEND: RIDGE -LENGTH PITCH 4/12 SCALE: 1/4'- 1'-0" 1) ROOF COVERING SHALL BE COMPOSITION ROOFIN(5. 2) ROOF PITCH SHALL BE 4:12, TYPICAL. 3) ROOF OVERHANG SHALL BE 1 8" AT OVERHANG 4 15" AT GABLE ENDS, UNLESS OTHERWISE NOTED. 229 SOFT OF ATTIC, 150 DIVIDED BY 150 1.53 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) RIDGE VENTS 2.75 SOFT - (22)LIN FT OR -4 RID6E VENT (18.0 50 IN/LIN FT) - 0.125 SOFT/LIN FT BY LOMANCO OMNI SERIES OR EQ. 2.15 SOFT OF UPPER NFVA RECTANGULAR EAVE VENTS - NOT 1NA nW.. 1.1 1 SOFT - (4)3 1/2"X2 2 1 /2' SAVE VENTS (40 SQ IN EACH) - 0.298 SOFT BY CONSTRUCTION METALS OR EQUAL 1.1 1 SOFT OF LOWER NFVA 5.8b TOTAL SOFT OF VENTS (NFVA) ROOF PL=AN STRUGZUBAL--NO__T-E5: 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SO 1-SD2 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1 /2" THICK, APA, TECO, OR PITTSBURGH RATED 5HEATHIN6, SPAN RATING 32/ 1 6, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACRO55 SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH Sd COMMON OR EQUIVALENT (0.1 3 V DIA X 2 1/2") AT 6" O.G. AT ALL PANEL EDGE5, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.G. PROVIDE 1 /8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 4.) TYPICAL HEADER BELOW SHALL BE 6X6 DF#2 UNO. 5.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXI5TING FRAMING WITHOUT THE EXPRE55 WRITTEN CONSENT OF THE ENGINEER OF RECORD. 6.) ANY DISCREPANCIES BETWEEN FRAMING 5HOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 7.) ALL EXPOSED FRAMING SHALL BE PRE55URE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 8.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRU55 MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRU55 REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. q.) CONTRACTOR TO VERIFY THE LOCATION OF ALL TRUSS BRACING. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY DISCREPANCIES. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2016 GBG FA5TENING SCHEDULE, TABLE 2304.10.1, UNLESS NOTED OTHERWISE. GRADING AT F THE GROUND IM ADJACENT TO 1 SHALL SLOPE A BUILDING AT A c LESS THAN 6 IN( FIRST 10 FEET 1 O.H. TYP. AT (N) TO (E) FOOTING GONN'S. pEm"I ME �vol Mm.'.M 11-11., • CONCRETE -_ INTERIOR MOISTURE CONTROL: FOR INTERIOR M015TURE CONTROL, A 6 -MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED NOT LE55 THAN 6 INCHES BETWEEN THE BA5E COUR5E OR SUB GRADE AND THE CONCRETE FLOOR SLAB PER CRC SECTION 8506.2.3 (DWELLING AND GARAGE 5LA55.) AND A 'CAPILLARY BREAK". CALGREEN SECTION 4.505.2.1. CAPILLARY BREAK: A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: 1) A 4 -INCH THICK BASE OF 1/2 INCH OR LARGER GLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR BARRIER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, 5HRINKAGE, AND CURLING, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AGI 502.2R-06- 2) OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. 3) A SLAB DESIGN SPECIFIED BY A LICENSED DE51GN PROFE5510NAL. MAX RAMIREZ -GOLDEN SUN DE51ON - ENERGY GALLS STEVE HUGH 5TEVE HUGHE5 - GENERAL CONTRACTOR r►� b `O 22 189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 e (530) 594-3409 OFFIOE (530)515-50 92 CELL �+ "'^- PHONE: (530) 321 -9242 CELL EMAIL ADDRE55: steve-hughesocomcast.net /� EMAIL ADDRE55: MaxoGadMama.com a0) 515-s0 j F-0-UNI7ATI02N PLAN STRUCTURAL -NO S_ 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1-SD2 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT 51ZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3.) RECOMMENDED MINIMUM SLAB SECTION: A- 4" CONCRETE SLAB WITH #3 AT 1 5" O.G. SECURELY LOCATED AT MID -DEPTH OF SLAB. B- WATERPROOF MEMBRANE IN COMPLIANCE KITH ASTM E 1 643 (DELETE AT EXTERIOR 5LA55)-SEE SOILS REPORT IF APPLICABLE. G- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT IF APPLICABLE. D- PROPERLY PREPARED SUBGRADE-SEE SOILS REPORT IF APPLICABLE. E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.G. EA. WAY MAX. NOTE: CURING OF SLABS SHALL FOLLOW GUIDELINES PROVIDED BY THE AMERICAN CONCRETE INSTITUTE AND THE CALIFORNIA BUILDING CODE TO MINIMIZE SHRINKAGE CRACKING. SUMMIT STRUCTURAL DESIGN - 5TRUGTUKAL EI �. 383 RIO LINDO AVENUE •200, CHICO. GA 95926 (530) 592-4409 WORK "g EMAIL ADDRESS: RylandoSummltOhico.com 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X(o OF STUD AT 1 6" O.G. INTERIOR NALL5: 2X4 DF STUD AT 1 (5" O.G. 5.) SEE DETAIL 5/SD 1 FOR TYPICAL STUD NALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 6.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL WALL PENETRATIONS KITH FRAMING SUBCONTRACTOR. 7.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRE55 WRITTEN CONSENT OF THE ENGINEER OF RECORD. 8.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. q.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 201 (5 GBG FASTENING SCHEDULE, TABLE 2304.10.1, UNLESS NOTED OTHERWISE. C:\User9\Lynn\Documents\Chief X9 Plans\Mark d Elaine (Fell) Lund\Lund Resldence.layout OWNER: MARK 4 ELAINE LUNE) (530) 514-2 1 98 GELL EMAIL ADDRESS: ElalneF 1 2340Live.com ARCH D (24- X 367 WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE A6AIN5T HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: (6901891-0685 yq YGAMORG VALLGY ROAD CHICO. CALIFORNIA 9 5 9 9 3 LYNNSMITH52DATT.NFT GNGRbY/GALLS 8Y: �® 6 VrN SUN „+ `Dffs*Ns MAX �� 4, RAMIRGZ ',WESS/pN K. ANO. 75688 *1 8/ 0/18 CAI.\F 411312017 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. STEVE HUGHES 11911111111 bENGRAL pU1LDINb CONTRACTOR CALIF STATE LICENSE •996404 530) 5 1 8-3092 N V d V Z Z 0 d J 0Zz Q I Lu 4E} QILIL Z00 u- V 1--I�0LE: 1 -7 40 Sq,Ft EXIST _229. SgFt ADDED 1 9 6 q SgFt TOTAL (E) OArRA ISE: q 3 6 SgFt TOTAL (E) COVERED PATIO: 84 SgFt (E) FRONT 41 9 SgFt (E) FRONT O SgFt NEN 503 SgFt TOTAL (E) WELL HSE: 88 SgFt TOTAL DATE: 4/13/2017 SCALE: SHOWN TV9�M SHEET .2 o COPYRIGHT 201'1 LT NN DMI I n - VFcnr 1 Inv tp`IT'�yr 1 99 SYCAMORE VALLEY ROAD, 4.' 1111111 CHICO, CA 95993 (530) 891-0585 WORK (530) 514-0585 CELL L+r.NsM r»s]oATT."eT EMAILADDRE55: LynnSmlth32oATTnet W PLATE HEIGHT CONFIRM FINISHED GRADE COMP05MON_ROOFING_ OVER 1 5# FELT OVER 1/2" GDX PLYWOOD OR 058 WITH Sd'S AT 6", 12" G/C. PITCH 4 / 12 ATTIC BATT INSULATION AS PER ENERGY GALLS W PLATE HEIGHT ,l (_ 5 GOAT STUCCO: APPLIED OVER 2 LAYERS OF GRADE D PAPER, 5TUCC0 WEEP. -SCREEDS: INSTALL 2" ABOVE PAVED AREAS. INSTALL 4" ABOVE SOIL. IJ TRU5SE5_ �24'_c/c DESIGN 4 GALLS BY OTHERS NOTE: PROVIDE PLASTIC OR CONTINUOUS ROOF -VENTILATION: POLYSTYRENE BAFFLES RIDGE VENT SEE ROOF PLAN 4 ROOF BAFFLES TO MAINTAIN 1 VENTILATION GALG5. CLEARANCE BETWEEN INSULATION 4 ROOF SHEATHING. aA "' CRC SECTION R806.3. 5/8" GYP. BD. W PLATE HEIGHT '"` FASCIA 4 GUTTER: CONNECT TO 2"X3" DOWNSPOUTS 1 /2" GYP. BD. 2"x 6" STUDS 0 16" C/G 4" GONGRETE SLAB .4 FINISHED GRADE GRAVEL FILL FOUNDATION DETAILS: SEE STRUCTURAL PAGES FOR DETAILS �` v�GTIO�I Vie- 3 3 SCALE: 1/4"- 1 '-O" MATCH -FASTING GOMP_051TION ROOFING= OVER 1 5# FELT OVER 1/2" ROOF -VENTILATION: CDX PLYWOOD OR OSB WITH SEE ROOF PLAN 4 ROOF 8d'S AT 6", 12' c./c. VENTILATION GALG5. PITCH 4 / 12 CONTINUOUS TRU55E5 0 _24' c/C RIDGE VENT DESIGN 4 GAL05 BY OTHERS �J S C L IY 1 17 i '1- CONNECT To2"x5' NSPOUTS, CONFIRM. ' `r 111iL1rLl c� GER•-L_�- f DOWNSPOUT 5020R5 5 COAT STUCCO: S/4" THICK, APPLIED OVER 2 LAYERS OF CRAVE D PAPER 5TUC00 WEEP 5CREED5: SEE NOTES: SIDING. i t� `s i S r 1 { 2868 4- 3 iT 6036R5 6068 J - 1 -- --- - 14'x24" VENT b'-8" TOP OF WINDOW (TYP) [5]020R5 11��T 511■�� L��I�Tl�1*l SCALE: 1/4"- V -O" r----------------------------------------1 ENERGY_YALUE5: R -O 5LA15-ON-GRADE 1 1 R-1 Q INSULATION 0 2"Xb" WALLS 1 WINDOW5: LOW E, NON-METALLIC: ' U -FACTOR 0 0.30 MAX. 1 � SHGG 0 0.23 MAX. ; R-30 ATTIC INSULATION ' 1 WATER HEATER: EXISTING ' 1 HVAC: EXISTING ' L ----------------------------------------I 40W LED SPOTS W/ MOTION SEE ELECT. NOTES. EXT Ll6HTMFaj � n i n n / 1 L I n GEFAN W/ LIGHT SEEee ELECT. NOTES: CEILING FAN5. PH) H NE 1 7 W LED LI&H \ SEE ELECT. NOT // ` LAMP HOLDERS. 14 W LED EYEBALL BOWL KX EXHAUST AN 50 CFM �( BATHROOM NOTES: 14r1 SEE EIEC .NOTESW 14W SEE ELECTRICAL NOTES: LED EXHAUST N5. I LED BATHROOMS. G LOCAL VENTILATION RATE SUMMARY- BATHROOMS BATHROOM FAN FLOW - 50 CFM EACH NUMBER OF BATHROOMS - 3 DUCT 51ZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH - 70 FT. WHOLE BUILDING VENTILATION RATE SUMMARY MAX. _ALLOWABLF_DUGT LENGTH_ --NO WMIT Qfan - FAN FLOW RATE (Gfm) Afloor - CONDITIONED FLOOR AREA Nbr NUMBER -OF BEPROOM5IMIN 1) Of an - (0.01 X Afloor) + (7.5 x (Nbr + 1)) Qfan - (0.01 x 1 9 b Q) + (7.5 X (2+ 1)) Qfan - 1 9.7 + 30.0 Qfan - 49.7 (ROUNDED-TO50 CFM) 5EE_ ELE(:,TRICAL_NOTES: "ALL AREAS' FOR MANDATORY MEASURES. ALL- LIGHTING FIXTURES: 4O2ORS ALL LIGHTING SHALL BE L.E.D. MI c.v rlr-v�l 11vr1.1cvvr_ 11`Iv: OVER 1 5# FELT OVER 1/2" GDX PLYWOOD OR 055 WITH Sd'5 AT 6", 1 2" c/G. PITCH 4 / 12 l i '- CONTINUOUS 1 `- 20.) SMOKE DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON �__ _ r A 1. --'-['r_- 1 L J RIDGE VENT _ :r Lil, --�- L_'i. L___ ��l 1�1�. BACKUP SMOKE 4 CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO ELECTRICAL_5HALL_BE INSTALLED_ PER_T_HE_G.E,G,. � ALL AREAS: _ tz_- _FASCIA 4 GUTTER, r_r1i-1 SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE CONNECT TO 2'X3' �CS111 LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE 1. l 1 1 L L ; DOWNSPOUTS, CONFIRM. SMOKE ALARMS. 2. LIGHTING_ ALL LIGHTING MUST BE HIGH EFFICACY LIGHTS IN ACCORDANCE WITH 2 1 a CLOSETS LIGHTS PER G E.G_ JAMAR.'FELSEVATION SCALE: 114" - 1'-0" DOWNSPOUT 40W LED 3 3 40R5 SEE ELECT. NOTES, EXT. LI6 MN6 EXTERIOR LIGHTS: SEE ELECTRICAL NOTES: EXTERIOR LIGHTS. FV LANDING5: SEE NOTES: LANDINGS. 414ri cu) 1W LED f 1L D o/ u 1 W D SMOKE DETECTOR so SEE ELECT. NOTES: SMOKE/GO ALAMRM (t 14IN I, LED D � D D �X TERIOR_RE4 PTAC OTES: EXTERIOR RECEPTACLES. 6FC4 tG ARV LED EE ELECT. NOTES, EXT. LIGHTING CO/SMOKE DETEGTR SEE ELECT. NOTES: ® SMOKE/GO ALARMS VS SMOKE DETECTOR EE ELECT. NOTES: 5MOKE/60 ALAMR Eip SMOKE DETECTOR so SEE ELECT. NOTES: 5MOKE/CO ALAMRM WHOLE HOUSE YENTLATION: THE LAUNDRY EXHAUST FAN TO BE USED FOR THE WHOLE HOUSE VENTILATION REQUIREMENTS. SEE ELECTRICAL NOTES: WHOLE HOUSE VENTILATION. EXT FAN 50 CFM SEE ECT. NOTE5: EXHA T FANS. SCALE: 1/4"- 1'-C' l 7.) LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT BEDROOM: CONTINUOUS 1 `- 20.) SMOKE DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON WEIGHS MORE THAN b POUNDS OR EXCEEDS 1 6 INCHES IN ANY DIMENSION EACH FLOOR OF THE DWELLING. RIDGE VENT _ :r Lil, --�- L_'i. SMOKE/CARBON MONOXIDE ALARM5: PROVIDE A HARDWIRED WITH BATTERY SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER GEG BACKUP SMOKE 4 CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO ELECTRICAL_5HALL_BE INSTALLED_ PER_T_HE_G.E,G,. BEDROOMS. ALL AREAS: A) SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN 1.) REFER TO THE MANDATORY MEASURES FOR RESIDEN_TIAL_LI6HTING SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE THE ALARMS. LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE B.) FOR BEST RESULTS, USE DUAL IONIZATION 4 PHOTOELECTRIC SENSOR MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. SMOKE ALARMS. 2. LIGHTING_ ALL LIGHTING MUST BE HIGH EFFICACY LIGHTS IN ACCORDANCE WITH 2 1 a CLOSETS LIGHTS PER G E.G_ TABLE 150.0 (A) GEC SEG. 150.0 (K). ALL LIGHTING LOCATED IN WET BATHROOMS LOCATIONS SHALL BE MARKED "SUITABLE FOR WET LOCATIONS' 4 ALL LIGHTS 22.) BATHROOM REG�PTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - LOCATED IN DAMP LOCATIONS SHALL BE MARKED'5UITABLE FOR DAMP AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER LOCATIONS', GEC ART. 4 10.10 (A) GEC ART. 2 10.1 1 (G) (3). S. 1,16HTIN& CONTROL DEVICES: ALL LIGHTING CONTROL DEVICES 4 SYSTEMS, 23.) BATHROOM LIGHTS: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM. BALLASTS, AND LUMINARIES MUST MEET THE REQUIREMENTS OF GEC SECT. PROVIDE A'MANUAL ON - AUTO OFF" OCCUPANCY LIGHT SWITCH. 1 10.9. � o .tnZ,,%" IARC 24J L16HT FIXTURE$ IN.TU6 OR SHOWER ENCLOSURES: TO BE LABELED "SUITABLE 4.) BRANCH CIRCUITS: PROVIDE -FAULT GROUND -FAULT CIRCUIT- FOR DAMP LOCATION" PER GEC ART. 4 10.10 (A) 4 (D). INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP 25.) BATHROOM-MECHANICALtXHAU5TFAN5: ROOF VENTILATION: BRANCH CIRCUITS SUPPLYING OUTLETS. GEC ART. 210.12 (A). A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO 5.) RECEPTACLES: BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP SEE ROOF PLAN 4 ROOF TERMINATE OUTSIDE THE BUILDING. RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE GEC VENTILATION GALG5. 5.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE ART. 406.12. VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT 6.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT WHICH SHALL BE READILY ACCESSIBLE. MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 C.) HUMIDI5TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS MORE THAN b -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND 51MILAR OPENINGS SHALL HAVE A RECEPTACLE GEC ART 21052 (A) BATHROOM NOTE: FOR THE PURPOSES OF THIS NOTE, A BATHROOM 15 A 40w LED SPOTS DEPENDS ON TRANSIENT CONDITIONS OF OCCUPANCY. 7.) LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER CONTINUOUS 1 `- OTHER ENCLOSURE FOR THE FUTURE INSTALLATION 4 USE OF ELECTRIC VEHICLE WEIGHS MORE THAN b POUNDS OR EXCEEDS 1 6 INCHES IN ANY DIMENSION COMBINATION. 26a WHOLE BUILDING VENTILATION:_ IF ONE OF THE BATHROOM EXHAUST FANS, IS RIDGE VENT _ :r Lil, --�- L_'i. EIEC SEE ELECT. NOTES, Exr. SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER GEG SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONGEALED AREAS i t 5WITCH TO HAVE VACANCY SENSOR_ LIGHTS TO BE HIGH EFFICACY. SECTION 314.23. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT USED AS THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY _ ,:1 AS TO ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE. THE IDENTIFICATION SHALL FOR CEILING (PADDLE) FANS PER G ( E) E GE SECTION 3 14.2 ! A 4 WITH THE FOLLOWING: ! J_ 1 r' �� - t ' ` ' " TRUSSES_®.24C/C 8.) WHOLE HOUSE FANS: PROVIDE INSULATED LOUVERS OR GONERS (MIN. R-4.21 A. A MINIMUM GF RATING OF ) M R T 75 CFM. � � "- 1 : BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND WHICH GLOSS WHEN THE FAN i5 OFF. BJ BE RATED A MAXIMUM OF 1.0 SONE. ACCEPTABLE.) DESIGN 4 GALLS BY OTHERS 9.) CEILING FANS W/LIGHT: SHALL BE HIGH -EFFICACY W/ DIMMER SWITCH. G.) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING '-i 3 1.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. 1. -- - THE IDENTIFICATION SHALL BE INCLUDED IN A CIRCUIT DIRECTORY THAT IS 1 O.) THERMOSTATS: SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. 27 TO O 5: INSTALL U a _ ILEI R OM_ _ ALL FL ORESGENT OR OTHER G.E.G. APPROVED LIGHTING OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE IS 8' PLATE HEIGHT 1 1 •) EXHAUST. PROVIDE A MIN, OF FANS GFT FOR CONTINUOUS FIXTURES IN ROOMS WITH WATER CLOSETS. G) ASTRONOMICAL TIME CLOCK, OR D) ENERGY MANAGEMENT CONTROL CONFIRM VENTILATION) WITH N) V41 E S A XH DAMPERS AT ALL EXHAUST FANS. 28•) SMOKE ALARMS SHALL BE INSTALLED MORE THAN 3' HORIZONTALLY FROM 32.) EV CAPABILITY: A LISTED RACEWAY SHALL BE INSTALLED TO ACCOMMODATE 120 VOLT RECEPTACLES WILL BE GFGI PROTECTED. 35.) CHRl5TMA5LI6HT5 RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, R LANDSCAAFTPE 7 2.) PROVIDE STUB FOR LANDSCAPE LIGHTING 4 IRRIGATION TIMER. (CONFIRM) THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SWITCHED o FRONT DOOR - WP/(5FGI PROTECTED. 18.) LAUNDRY_4 UTILITY ROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT 15.) ELECTRICAL SERVICE: PROVIDE 200 AMP. ELECTRICAL SERVICE MAIN SHOWER. CRO R3 14.3. 40w LED SPOTS DEPENDS ON TRANSIENT CONDITIONS OF OCCUPANCY. VERIFY LOCATION OF MAIN 4 SUB PANEL. PANEL BOARD(S) SHALL BE GARAGE W OTHER ENCLOSURE FOR THE FUTURE INSTALLATION 4 USE OF ELECTRIC VEHICLE DOWNSPOUT PROVIDED W/ A CIRCUIT DIRECTORY OR CIRCUIT IDENTIFICATION. CEO ART. 29J 6ARA6EBECEPTACLE5 ARE REQUIRED TO BE GFGI PROTECTED. LJOHT EIEC SEE ELECT. NOTES, Exr. ARE TO BE HIGH EFFICACY A5 DEFINED IN TABLE 150-A. SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONGEALED AREAS 408.3 (F). EACH CIRCUIT 4 CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED 5WITCH TO HAVE VACANCY SENSOR_ LIGHTS TO BE HIGH EFFICACY. u6HTIN6 HORIZONTAL SIDING: AS TO ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE. THE IDENTIFICATION SHALL 30.) GARAGE FIREBALL: PROVIDE A 24" SEPARATION BETWEEN RECEPTACLE 4 16.) SMALL APPLIANCE CIRCUITS: PROVIDE TWO OR MORE 20 -AMPERE SMALL TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED A5 "EV INCLUDE AN APPROVED DEGREE OF DETAIL THAT ALLOWS EACH CIRCUIT TO BE SWITCH BOXES IN THE FIREWALL. (BOXES IN SEPARATE STUD BAYS ARE BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND A MINIMUM OF ONE LAYER OF NO. 1 5 DISTINGUISHED FROM ALL OTHERS. SPARE POSITIONS THAT CONTAIN UNUSED ACCEPTABLE.) 33.) EXTERIOR_RECEPTACLE5: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFGI ASPHALT FELT, COMPLYING WITH A5TM OVERGURRENT DEVICES OR 5WITGHES SHALL BE DE5GROED ACCORDINGLY. 3 1.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE 11.) COUNTERTOP RECEPTACLES IN THE KITCHEN AND DINING ROOMS SHALL BE 34.) EXTERIOR LIGHTING: ALL OUTDOOR LIGHTING TO BE HIGH EFFICACY AND D-226 FOR TYPE 1 FELT OR OTHER THE IDENTIFICATION SHALL BE INCLUDED IN A CIRCUIT DIRECTORY THAT IS OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE IS APPROVED MATERIALS BEHIND ALL LOCATED ON THE FACE OR IN51DE OF THE PANEL DOOR IN THE CASE OF A SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24. G) ASTRONOMICAL TIME CLOCK, OR D) ENERGY MANAGEMENT CONTROL TYPES OF EXTERIOR WALL FINISHES 15 PANELBOARD AND AT EACH SWITCH OR CIRCUIT BREAKER IN A SWITCHBOARD 32.) EV CAPABILITY: A LISTED RACEWAY SHALL BE INSTALLED TO ACCOMMODATE REQUIRED. OR SWITCHGEAR NO CIRCUIT SHALL BE DESCRIBED IN A MANNER THAT A DEDICATED 208/240 VOLT BR NGH GIRL T I 5 -COAT STUCCO: 5/4' THICK, APPLIED OVER 2 LAYERS OF GRADE D PAPER. 5TUCCO MEP_54REED5: SEE NOTES: SIDING. STEN UGH STEVE HUGHES - GENERAL CONTRACTOR (530) 894-3407 OFFICE (550)5118-50q2 CELL EMAIL APPRE55: steve-hughesecomcastnet 30) 6 18-50 ARCH D (24" X 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: (550) 5111-0585 19 YLAMORE VALLEY ROAD GNIGO, CALIFORNIA 96975 LYNNSMITH3 24DATT.NET FNER,Y GALCS SY: 4�, 60LCeN 9UN -•.A `C-eIGN9 RAMIREZ 0 11 0 �\ENGINEER FOR EACH �i•Oi i i•UNIGUE BUILD. •••+•. � , .1 1 , 1 � 4f' i0•t►•i0� �i�i�i�i4 �•:v�+8. � ►�� i+++�I - ♦ ►t• iiia•+••••��• �� i••0ii•1i, ' CONTRACTOR CAL11- STATE LICENSE IL pj /•••••• tutu 1 1 Ito I tu I , � - 1 Z Q '4. J Z <{-tud -3O>} OLZjutu _j_jtD,Wm vvoQz ulW0 vvw�- JJOXW W15KtudI LIVABLE: 1 740 SgFt EXIST 229 SgFt ADDED 1 96-1 SgFt TOTAL (E) GARAG : E I36 5gFt TOTAL (E) GOYEREP7 PATIO: 84 SgFt (E) FRONT 4 1 9 SgFt (E) FRONT O SgFt NEW 503 SgFt TOTAL (E) WELL H5E: 88 SgFt TOTAL DATE: 4/15/2017 SCALE: SHOWN 1909 ��011ll� SHMET a COPYRIGHT 201'1 I A I LYNN SMITH - DRAFTING 199 SYCAMORE VALLEY ROAD, CHICO, GA 95973 »ae++v»> (530) 891-0585 WORK (530) 514-0585 CELL L0.182•ATTb T EMAIL ADDRESS: Lynn5mith32.ATTnet DEPENDS ON TRANSIENT CONDITIONS OF OCCUPANCY. A UI ORIG HATING AT THE MAIN SERVICE OR SUB PANEL 4 SHALL TERMINATE INTO A L15TED CABINET, BOX OR KITCHEN, PANTRY 4 DINING AREAS: OTHER ENCLOSURE FOR THE FUTURE INSTALLATION 4 USE OF ELECTRIC VEHICLE 14.) KITCHEN 1-161-ITING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS (EV) CHARGERS. THE RACEWAY SHALL NOT BE LE55 THAN V INSIDE DIAMETER 4 ARE TO BE HIGH EFFICACY A5 DEFINED IN TABLE 150-A. SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONGEALED AREAS 15.) 15LAND OR PENINSULA: PROVIDE A GFGI COUNTERTOP RECEPTACLE AT THE AND SPACES. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE END OF THE COUNTER. GEG ART. 210.5 2 (C) (243) AND ART. 2 10.8. CAPACITY TO INSTALL A 40 -AMP MINIMUM BRANCH CIRCUIT. THE RACEWAY FINISHED GRADE 16.) SMALL APPLIANCE CIRCUITS: PROVIDE TWO OR MORE 20 -AMPERE SMALL TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED A5 "EV APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, CAPABLE". GGBG 4.106.4.2.3. BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND EXTERIOR: FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS 33.) EXTERIOR_RECEPTACLE5: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFGI PER CEO ART. 210.52 (B). PROTECTED. GEG ART. 210.5(5). 11.) COUNTERTOP RECEPTACLES IN THE KITCHEN AND DINING ROOMS SHALL BE 34.) EXTERIOR LIGHTING: ALL OUTDOOR LIGHTING TO BE HIGH EFFICACY AND INSTALLED AT EACH WALL COUNTER SPACE THAT 15 12* OR WIDER. RECEPTACLE CONTROLLED BY A MANUAL ON/OFF SWITCH AND ONE OF THE FOLLOWING: A) OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE IS CONTROLLED BY A PHOTOCELL 4 MOTION SENSOR, OR B) PHOTO CONTROL, OP, MORE THAN 24' MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET G) ASTRONOMICAL TIME CLOCK, OR D) ENERGY MANAGEMENT CONTROL SPACE. GEG ART. 210.52 (C) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP, SYSTEM (EMC5). 120 VOLT RECEPTACLES WILL BE GFGI PROTECTED. 35.) CHRl5TMA5LI6HT5 RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, LAUNDRY 4 UTILITY ROOMS: SWITCHED o FRONT DOOR - WP/(5FGI PROTECTED. 18.) LAUNDRY_4 UTILITY ROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT 36.) HVAC COND.VNIT: PROVIDE 220Y ELECT. DISCONNECT W/ 30'x30" CLEAR LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER WORKSPACE 4 1 1 Ov WP GFGI PROTECTED SERVICE RECEPTACLE WITHIN 25. OUTLETS PER GEG ART. 2 10.1 1 (C) (2). ALL 125 -VOLT, SINGLE-PHASE, 15 4 20 ATTIC. AMP RECEPTACLES SHALL BE GFGI. GEG ART. 2 10.8 (A). 37.) PROVIDE LIGHTS, 5WITGHES AND RECEPTACLE FOR MAINTENANCE OF 1 9.) DRYER OUTLET: PROVIDE 4-104IRE RECEPTACLE FOR DRYER PER GEC. MECHANICAL EQUIPMENT LOCATED IN ATTIC. 9/90/111 (® MAX RAMIREZ - &OLDEN SUN DESIGN - ENERGY GALG5 SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER G:\Users\Lynn\Documents\Chief X9 Plans\Mark 4 Elaine (Fell) Lund\Lund Resldence.layout 22 189 SAMSON AVENUE, CORNING, CALIFORNIA 9602 1 " „ 383 RIO LINDO AVENUE #200, CHIGO, GA 95926 OWNER: MARK 4 ELAINE LUND PHONE: (530) 321-7242 CELL (530) 592-4407 WORK (530) 514-2 1 78 CELL WA EMAIL ADDRESS: MaxYCadMama.coln EMAIL ADDRESS: Ryland®5ummitr-hico.com EMAIL ADDRESS: ElalneF 1 234®LIve.com ARCH D (24" X 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: (550) 5111-0585 19 YLAMORE VALLEY ROAD GNIGO, CALIFORNIA 96975 LYNNSMITH3 24DATT.NET FNER,Y GALCS SY: 4�, 60LCeN 9UN -•.A `C-eIGN9 RAMIREZ 0 11 0 �\ENGINEER FOR EACH �i•Oi i i•UNIGUE BUILD. •••+•. � , .1 1 , 1 � 4f' i0•t►•i0� �i�i�i�i4 �•:v�+8. � ►�� i+++�I - ♦ ►t• iiia•+••••��• �� i••0ii•1i, ' CONTRACTOR CAL11- STATE LICENSE IL pj /•••••• tutu 1 1 Ito I tu I , � - 1 Z Q '4. J Z <{-tud -3O>} OLZjutu _j_jtD,Wm vvoQz ulW0 vvw�- JJOXW W15KtudI LIVABLE: 1 740 SgFt EXIST 229 SgFt ADDED 1 96-1 SgFt TOTAL (E) GARAG : E I36 5gFt TOTAL (E) GOYEREP7 PATIO: 84 SgFt (E) FRONT 4 1 9 SgFt (E) FRONT O SgFt NEW 503 SgFt TOTAL (E) WELL H5E: 88 SgFt TOTAL DATE: 4/15/2017 SCALE: SHOWN 1909 ��011ll� SHMET a COPYRIGHT 201'1 I A I LYNN SMITH - DRAFTING 199 SYCAMORE VALLEY ROAD, CHICO, GA 95973 »ae++v»> (530) 891-0585 WORK (530) 514-0585 CELL L0.182•ATTb T EMAIL ADDRESS: Lynn5mith32.ATTnet to � ma'>;g = 0 ;NN w warn >0M dA=A� 0 NO to MOM M �M>c �Nr `" W 0 p O 1 N ooA N 1 i 30p u M r r t� T,i =u3 �Oox A DrnNy AW3rn N O p N N�; l. aux a ��Q��O� IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT ROLLS PROPOSED ADDITION EROSION 4 RETAIN 501L RUNOFF ON THE SITE: ' AJ RETENTION BASINS OF SUFFICIENT 51ZE SHALL BE UTILIZED TO RETAIN STORM GONG. DRIVEWAY WATER ON THE SITE. B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE / 1 CI6 q SOFT RESIDENCE C156 SOFT DETACHED GARAGE GJ COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT A 88 • SOFT WELL HOUSE h'1� 503 SOFT PORCHES DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 4 OTHER WATER 3496 / SOFT TOTAL Cinemark 14 SOFT LOT 1 7.1 % / LOT COVERAGE • kill GRADING: QD ' %- THE LOT SHALL BE GRADED TO DRAIN PROPERTY OWNER: f MARK 4 ELAINE LUND Trader Joe's- 3.a 2449 GUYNN AVENUE, CHICO, GA 9511-7 5 o MINIMUM OF b INCHES WITHIN THE FIRST a NtDo11a1 'sq • "0 a o : CONTRACTOR: o STEVE HUGHES Czx, 4c^t xs r e Milae�si COVER BARE 1 225 BIDWELL AVENUE, CHICO, GA 95926 Fell Rd �,,�� , Chico Town and � , PHONE (530) 518-3092 Country Center ,`, I 71 SOILS W/ 5TRAW vJ Church Remedy� e C r, .. st c Av S" T U71, «4 CSI Java Coffee Roaste a 2449 6UYNN AVENUE, CHICO, GA 95913 • NO SOILS CONSTRUCTION PERIOD: en^ Ave 41,= STOCKPILE APPROX START: b/ 15/201 -1 j+.}"- °"'aJ•`Y b 94.. APPROX END: 2/15/20 18 41, j yr U 'arty` E _ Mission Ranch ss e t jAporttmentsa Gfd), 44 � .V� SUBJECT C G x UE flt£r 4Guynn Avenin t rx, fi y g a NI �n° P' ( ELECTRICAL -SER CONNECTED TO UNDER ELECTRICAL SERVICE. V WOOD FENCE W/ GATE— F-RO51ON CONTROL PLAN: �( 1.) NO SOIL DISTURBANCE SHALL Or -CUR PRIOR TO OBTAINING A BUILDING PERMIT 8'x 1 1' WELL HOUSE/ ` OR GRADING PERMIT. 2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL 3.) EROSION CONTROL MEASURES SHALL BE Ili PLACE Dt,ril.,s �O/t iltVC, ih • 4J SOILS TRACKED OFF SITE INTO STREETS 5HALL BE GLEANED AT THE END OF EACH WORK DAY. 5.) INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORGASTED RAIN EVENT. 6.) THE ER05ION CONTROL PLAN SHALL BE RE-EVALUATED 4 ADJUSTED ACCORDINGLY AS THE SITE CHANGES 4 AFTER RAIN EVENTS. elo � 1.) EROSION CONTROL MEASURES SHALL BE MAINTAINED. 8.) PLACE 516N AT WASHOUT: WASHING OF CONCRETE EQUIP. t TOOLS AT ANY OTHER LOCATION THAN A DESIGNATED CONCRETE WASHOUT 15 A VIOLATION OF LAW t • •�� SUBJECT TO FINE. / • 3 SO • 26'X 36' GARAGE • / GONG/PAINT WASHOUT"- ,^-\ STEVE HUGHES STEVE HUGHES - GENERAL CONTRACTOR na (530) 894-3401 OFFICE (530) 518-3092 CELL EMAIL ADDRESS: Steve-hughesecomcastmet �v� G ,_' /o 0 O DRIVEWAY . S ONO. W LK / ro EXISTING WER G0 EGTION: G / LO EGTED TO SEWER SER WE. RESIDENCE X\J�r\v % RESTROOM FACILITIES % AVAILABLE IN RESIDENCE 6' FENCE W/ GATE TEMPORARY 00 CALGREEN NOTE: • 5TRAW<o„ ��Q��O� IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT ROLLS PROPOSED ADDITION EROSION 4 RETAIN 501L RUNOFF ON THE SITE: ' AJ RETENTION BASINS OF SUFFICIENT 51ZE SHALL BE UTILIZED TO RETAIN STORM GONG. DRIVEWAY WATER ON THE SITE. B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE / 1 CI6 q SOFT RESIDENCE C156 SOFT DETACHED GARAGE GJ COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT A 88 • SOFT WELL HOUSE h'1� 503 SOFT PORCHES DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 4 OTHER WATER 3496 / SOFT TOTAL • • 20,400 SOFT LOT 1 7.1 % / LOT COVERAGE • kill GRADING: QD ' %- THE LOT SHALL BE GRADED TO DRAIN PROPERTY OWNER: SURFACE AWAY FROM (N) FOUNDATION MARK 4 ELAINE LUND WALLS. THE GRADE SHALL FALL A 2449 GUYNN AVENUE, CHICO, GA 9511-7 5 o MINIMUM OF b INCHES WITHIN THE FIRST PHONE (530)514-2115 • "0 10 FEET. CRCR401.5 o : CONTRACTOR: o STEVE HUGHES COVER BARE 1 225 BIDWELL AVENUE, CHICO, GA 95926 PHONE (530) 518-3092 I SOILS W/ 5TRAW $ITE ADDRE55: III 2449 6UYNN AVENUE, CHICO, GA 95913 NO SOILS CONSTRUCTION PERIOD: STOCKPILE APPROX START: b/ 15/201 -1 APPROX END: 2/15/20 18 NORTH SCALE: 1' - 20'-0" p CALGREEN NOTE: • PURINO CONSTRUCTION, ONE OR MORE OF THE FOLLOY41NO MEASURES SHALL BE ��Q��O� IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION 4 RETAIN 501L RUNOFF ON THE SITE: AJ RETENTION BASINS OF SUFFICIENT 51ZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. GJ COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. METHODS TO MANAGE SURFACE WATER INCLUDE: 5WALES, WATER COLLECTION AND DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 4 OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDIN(55 AND AID IN GROUNDWATER RECHARGE. ►.4 MAX RAMIREZ - GOLDEN SUN DE516N - ENERGY CALCS 4 I 2215 q SAMSON AVENUE, CORNING, CALIFORNIA M6021 PHON: (530) 32 1 -1242 CELL EMAIL ADDRESS: MaXeCadMama.com SUMMIT STRUCTURAL DESIGN - 5TRUGTURAL E 383 RIO LINDO AVENUE •200, CHICO, CA 95926 (530) 592-4401 WORK EMAIL ADDRE55: Rylando5ummitChico.com G:\Users\Lynn\Documents\chief X9 Plans\Mark 4 Elaine (Fell) Lund\Lund Residence.layout OWNER: MARK 4 ELAINE LUND (530) 514-21 -15 CELL EMAIL ADDRE55: ElaineF 1234®Lh/e.com ARCH D (24" X 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTIN6 BY: W�11-..10'1111ELIALLEYROAW 0) 89 1-0585 111 CHIGO, CALIFORNIA 95913 LYNNSMITH320ATT.NET ENEROY CALG9 8Y: `, 1 `�� 6CLDE4 904 � * ESIGN$ _1®DRAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEERS STAMP ON TH15 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. STEVE HUGHES bGNGRAI 6UILpINb CONTRACTOR CALIF OTATE LICEN91! •»6404 530) 5 1 8-3092 IL Q 1Z z�� Z O -1 1j) LI- to1-- QUIV EL4—I IYA►E L. 1 740 Sq,Ft EXIST 223 SgFt ADDED 1 q 6 9 SgFt TOTAL F— ) (5ARAG�: 936 5gFt TOTAL �E1 COVERED PATIO: 84 5gFt (E) FRONT 4 1 q SgFt (E) FRONT O SgFt NEW 503 SgFt TOTAL iE1_W_ELL HSE_: 88 SgFt TOTAL DATE: 4/15/2017 SCALE: SHOWN 1909 SHEET O COPYRIGHT 201 1 1 q nn DCI I n - MCRA I Inv 1y1 1 99 SYCAMORE VALLEY ROAD, CHICO, GA -15 -1 -7 3 ••o:•„ -o••• (530) 891-0585 WORK ,,, ..... (530) 514-0585 CELL 1.-6 52.ATT—T EMAIL ADDRE55: LynnSmlth32oATTnet G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER GENERAL S NOTES WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTSITRIMMERS: A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, AB ANCHOR BOLT K KIPS FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY DIVISIONS 1, II, III, AND IV U.N.O.: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH L LLH ANGLE LONG LEG HORIZ. SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: INSPECTION IN ACCORDANCE WITH CBC 1704.2. EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. Bj SEISMIC: ADJACENT INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE SEISMIC IMPORTANCE FACTOR: 1 MAPPED SLA RESPONSE ACCELERATIONS: Ss = 0.618, S1= 0.276 IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" ALTERNATE ARCHITECTURAL TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. LONGITUDINAL SEISMIC SITTEE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS — 0.538, SDI = 0.340, Cs = 0.08 OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. SEISMIC DESIGN CATEGORY: D LSL DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS PER PLANS AND DETAILS. WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR LVL LAMINATED VENEER LUMBER SEISMIC BASE SHEAR: 5.3 KIPS MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING BEAM RESPONSE MODIFICATION FACTOR: R = 6.5 C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE D.) WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD 6-6 CONNECTIONS: ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE BOTT (B) SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. MACHINE BOLTS WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE .FINISHES. „ ANCHOR BOLTS AND 3 X 3 X .229 PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL BTF SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. MECH MECHANICAL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS A.) C) WIND: WIND SPEED: 110 MPH BETWEEN STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". WIND EXPOSURE: C BRACING, SCAFFOLDING, ETCETERA. CB CARRIAGE BOLTS MIN MINIMUM FOR THE FOLLOWING TYPES OF CONSTRUCTION: C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, CCP CONTROL JOINT D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN D) LIVE LOADS: ROOF 20 PSF REDUCIBLE WASHERS WHERE BEARING AGAINST WOOD. THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CAST -IN-PLACE CONCRETE MTL CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT EPDXY/MECHANICAL CONCRETE ANCHORS CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. 6-1 MATERIALS: ICC REPORT. E) DEAD LOADS: E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND A.) SHEATHING: D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER C.) ROOF 16 PSF (INCLUDES 3 PSF SOLAR) CLR ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT 1. ROOF SHEATHING: SEE PLANS NEAR SIDE HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING 1. STUDS SHALL BE STUD GRADE OR BETTER. PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. 2. FLOOR SHEATHING: SEE PLANS CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE 3. WALL SHEATHING: SEE PLANS E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE COL F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE NOT TO SCALE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. ABBREVIATIONS D.) RESPONSIBILITY OF THE CONTRACTOR OR OWNER. B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. CONCRETE OC ON CENTER GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY CONN CONNECTION G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION ACCEPTABLE ALTERNATIVE. AB ANCHOR BOLT K KIPS FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME ADD'L ADDITIONAL L LLH ANGLE LONG LEG HORIZ. THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE INSPECTION IN ACCORDANCE WITH CBC 1704.2. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. AD1 ADJACENT LONG LEG VERT. CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. ALT ARCH ALTERNATE ARCHITECTURAL LLV LONG LONGITUDINAL C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. LSL LONG SLOTTED HOLE H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. PER PLANS AND DETAILS. BLDG BLKG BUILDING BLOCKING LVL LAMINATED VENEER LUMBER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT BM BEAM MAX MAXIMUM CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER 6-6 CONNECTIONS: BOTT (B) BOTTOM MB MACHINE BOLTS .FINISHES. „ ANCHOR BOLTS AND 3 X 3 X .229 PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH BTF BEAT TO FIT MECH MECHANICAL ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. BT BETWEEN MFR MANUFACTURER 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED WHERE REQUIRED. CB CARRIAGE BOLTS MIN MINIMUM FOR THE FOLLOWING TYPES OF CONSTRUCTION: B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CCP CONTROL JOINT M MISCELLANEOUS E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE WASHERS WHERE BEARING AGAINST WOOD. CIP CAST -IN-PLACE CONCRETE MTL METAL EPDXY/MECHANICAL CONCRETE ANCHORS W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. Ci CONSTRUCTION JOINT (N) NEW C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED CLR CLEAR NS NEAR SIDE THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING 1. STUDS SHALL BE STUD GRADE OR BETTER. BEFORE CLOSING IN OR AT COMPLETION OF JOB. CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE 2. ALL POSTS SHALL BE DF -L #1 U.N.O. COL COLUMN NTS NOT TO SCALE WITH THIS TYPE OF PROJECT. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. CONC CONCRETE OC ON CENTER 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. CONN CONNECTION OD OUTSIDE DIAMETER 5. CONCEALED BEAMS SHALL BE DF -L#2. CONSTR CONSTRUCTION OH OPPOSITE HAND 2. SITE WORK / FOUNDATIONS 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 8. ROOF FRAMING CONT CONTINUOUS OPNG OPENING 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT8-1 PREFABRICATED ROOF TRUSSES: CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER PROVIDED). F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18�� CTR CENTER PERP PERPENDICULAR OF FOUNDATION, NAILS SHALL BE GALVANIZED. A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE CTSK COUNTERSINK PL PLATE B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DBL DOUBLE PLWD PLYWOOD HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND DRAWINGS AND CBC 2303.4. DF DOUGLAS FIR PLCS PLACES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PROVIDED NEW AND WITHOUT EXCESSIVE RUST. DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND DIA DIAMETER PT PRESSURE TREATED C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF DJ DOUBLE JOIST P/C PRECAST CONCRETE ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. EA EACH POST -TENSIONED THE CONSTRUCTION OF THE FOUNDATIONS. WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON EF EACH FACE REI R EINF REINFORCEMENT HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL C) TRUSS DESIGN LOADS: EL ELEVATION (DATUM) REQUIRED D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE E ELEVATION (VIEW) OR ELEVATOR SC S SLIP CRITICAL AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION TOP CHORD DEAD LOAD: 8 PSF ENN EDGE NAILING SEOR STRUCTURAL ENGINEER OF FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. BOTTOM CHORD DEAD LOAD 8 PSF EQ EQUAL RECORD TOTAL LOAD 36 PSF ES EACH SIDE S SHEATHING E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. 6-2 GENERAL FRAMING: UPLIFT LOAD AS REQUIRED BY THE 2016 CBC (E) EXISTING Sim SIMILAR F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.9.1. D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. EXP EXT EXPANSION EXTERIOR SOG STD SLAB -ON -GRADE STANDARD FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. EW EACH WAY STIFF STIFFENER B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES FF FINISH FLOOR ST STEEL G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. INVOLVED IN GOVERNING CONSTRUCTION. FIN FINISH SQ SQUARE FJ FLOOR JOIST SS STAINLESS STEEL H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN FLR FLOOR SWS SHEAR WALL SCHEDULE CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 FNDN FOUNDATION SYM SYMMETRICAL 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FOHC FREE OF HEART CENTER T&B TOP &BOTTOM TO DRAIN TO DAYLIGHT. FRAMING FROM THE EFFECTS OF SHRINKAGE. FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED FTG FOOTING TOS TOP -OF -FOOTING APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2016 CBC. THIS OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. GA GAUGE TOS TOP -OF -STEEL ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO GALV GALVANIZED TOW TOP -OF -WALL SECTION 1808 OF THE 2016 CBC. 6-3 BEAM FRAMING:. GLB GLUE -LAM BEAM TN TOE NAIL HDG HOT DIPPED GALVANIZED TYP TYPICAL K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS HDR HEADER VNO UNLESS NOTED OTHERWISE NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. HGR HANGER (SIMPSON) VERT VERTICAL FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND HORIZ HORIZONTAL WP WORKPOINT STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL ID INSIDE DIAMETER WWF WELDED WIRE FABRIC FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE INT INTERIOR W/ WITH OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH JST JOIST W/O WITHOUT DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT JT JOINT SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING UN -MODIFIED PORTIONS OF THE FOUNDATIONS. STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. oQ�OFESS/ONgI --+ 2 rNo. 75688`' * E . 6/;0/18 JJ CI V1\- OF CAO 4/13/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS y�/ted 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V 1 W Q �- U O U z zU O LU D Q oz Q Q Q Z U Z) O) 't N V) REVISIONS: DATE: 4/13/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-170 SHEET: SN FASTENING SCHEDULE (TABLE 2304.10.1) CONNECTION FASTENING`" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2' X 0.131") KING STUDS PER SCHEDULE ® 3 - 3" X 0.131" NAILS TOE NAIL BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH 3 - 3' 14 GA. STAPLES NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131') ® POST PER PLAN WHERE OCCURS 2 - 3" X 0.131" NAILS TOE NAIL EACH END 6" 2 - 3" 14 GA. STAPLES �■O 'I 'I 11 11 3. 1" X 6- SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WADER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2' SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BUND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2' X 0.135') AT 16' O.C. SDI 1:ii 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL _ 3' 14 GA. STAPLES AT 12" O.C. (5) 16d SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3. 14 GA. STAPLES PER 16" CORNERS, TYP 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162') PER SHEAR SCHEDULE 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES WALL SCHED. � I 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL I 3 - 3" 14 GA. STAPLES AT 12" O.C. 2 - 16d COMMON (3 1/2' X 0.162") END NAIL I I HOLDOWN 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES LI I°I I 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. 3" X 0.131" NAIL AT 8" O.C. FACE NAIL II SCHEDULE I I°I II 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. II II I II II - - - - - II I I°I I- - - LL 3" X 0.131" NAIL AT 12' O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2' X 0.162") LAP SPLICE 12 - 3" X 0.131" NAILS 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131') 3-3"X0.131"NAILS TOE NAIL 3 - 3. 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. 3' X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2- X 0.162') 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2- X 0.162') 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131-) 5-3"X0.131"NAILS TOE NAIL 5 - 3" 14 GA. STAPLES i6. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2- X 0.162-) MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2- X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3' 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2- X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") 2-3"X0.131"NAILS FACE NAIL 3 - 3' 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER THAN 1' X 8' SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131-) FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2' X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32' O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162-) AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - 10d COMMON (3' X 0.148") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131` NAILS TOE NAIL 4 - 3. 14 GA. STAPLES 2 - 16d COMMON (3 1/2- X 0.162") FACE NAIL 3 - 3" X 0.131' NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2' X 0.162") 3-3"X0.131"NAILS TOE NAIL 3 - 3. 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162') FACE NAIL 3-3'X0.131"NAILS 3 - 3" 14 GA. STAPLES 29. JOIST TO BAND JOIST - -- --- 3 - 16d COMMON (3 1/2" X 0.162-) 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD." 1/2" AND LESS 6d°' SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8' X 0.113" NAIL 19/32" TO 3/4" 8d OR 6d' 2 3/8' X 0.113" NAIL' 7/8" TO 1 8d° SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 8 Od OR 8d° TO FRAMING) 3/4.AND LESS 6d' 7/8" TO 1" 8d• 1 1/8" TO 1 1/4" 1Od' OR 8d' 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d 5/8- 8d' 33. FIBERBOARD SHEATHING' 1/2' No. 11 GAGE ROOFING NAIL' 6d COMMON NAIL (2" X 0.113") No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' 3/8" 6d" a. Common or Dox nous are permittee to oe uavu exuapL wile a b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; 8d - 2 1/2- x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131% 10d - 3- x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 Inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. i. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 inches (20 inches If strength axis in the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072') nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE 10 NO SCALE I S D 1 V i - WALL CONTINUES WHERE OCCURS PER PLAN BOTTOM CHORD OF SIMPSON STC CLIP TRUSS BY OTHERS AT EACH TRUSS Ai (5) 16d +++' + + AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" + +! + + DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" ` MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" /2 GAP „ MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO + DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS PARTIAL PLAN AT TOP PLATE CORNER AND TEE NON-BEARING WALL DBL 2X TOP PLATE STI 26 STRAP, U.N.O., 12" MAX 4'-0" MAX AT (3) STORY AND TALLER PER DETAIL BELOW --\CENTERED ON DISCONTINUITY 5" MIN 6'-0" MAX AT 1 AND 2 STORY PT DF -L' (SEE SHEAR WALL SCHED.) SILL WALL PERPENDICULAR TO TRUSS SIMPSON DTC CUP AT EACH TRUSS - 1/21# NON-BEARING WALL `TRUSS BY OTHERS, TYP 2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END I ( I I 7" MIN PLATE WASHER Lj 4 3 X 3" X •229", TYP_// STUD DIRECTLY UNDER SPLICE, TYP.--)�� 'ji ,TYPICAL ,TOP PLATE DISCONTINUITY ' MASA/MASAP ANCHOR OPTION PER NOTE4I (5) 16d AT CORNER OR INTERSECTING WALL 1/2" DIA AB WITH 2" HOOK, TYP\_FNDN PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL NOTES: (12) MIN. BETWEEN SPLICES 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. STUD DIRECTLY DBL 2X UNDER SPLICE, TYP.I, TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ---I INTERSECTING WALL OR CORNER WHERE OCCURSANCHOR BOLTS. WALL PARALLEL TO TRUSS TYPICAL TOP PLATE SPLICE 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL NON-BEARING WALL DETAIL F9 TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE SDI NO SCALE TOP PLATE PER 6/SD1_ 2 1/2" MAX. DEPTH FOR 2X4 PLATE 3 1/2- MAX. DEPTH FOR 2X6 PLATE O 5 1/2" MAX A SDI NO SCALE S D 1 1 A B F N B C PROVIDE SIMPSON RPS22 E C WHERE �MILI-POST O MINSTRAP APERANOTCHCH A-� f PER 6/SD1 I TE, TOP PLATE F 0 URS 1 1/2"I WALL FRAMING MAX, TYP. PER PLAN, TYP I- PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C. SILL PLATE CONCRETE SLAB -ON -GRADE PER PLAN SILL PLATE SIZE AND AB SPACING PER 3/SD1 STUD WALL ELEVATION KEY "MAX STUD SPACING HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE ® A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH O NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © O ® POST PER PLAN WHERE OCCURS SSTB20 6 SCREWS 6" HDU4 �■O 'I 'I 11 11 © SST820 • - �� i!:o 6" 11 2 II �Dl VEN TWAUL SCHED. NO SCALE SDI 1:ii A B F N B C PROVIDE SIMPSON RPS22 E C WHERE �MILI-POST O MINSTRAP APERANOTCHCH A-� f PER 6/SD1 I TE, TOP PLATE F 0 URS 1 1/2"I WALL FRAMING MAX, TYP. PER PLAN, TYP I- PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C. SILL PLATE CONCRETE SLAB -ON -GRADE PER PLAN SILL PLATE SIZE AND AB SPACING PER 3/SD1 STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE ® A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 8 TYPICAL STUD WALL E S D 1 NO SCALE TOP PLATE PER 6/SD1 PROVIDE PANELS A MFR, 1/8- BL( /8 TYPICAL NON-BEARING WALL DETAIL 7 NO SCALE SDI BLOCK AT ALL 16" MAX SPACING - OPENING2X6 WALL EXPOSURE(110 MPH, •- UP TO 5'-0" - (1) 2X6 (1) 2X6 HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) "SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR TWO POUR CONDITION CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SST820 SSTB24 10 SCREWS 6" UP TO 5'-0" - (1) 2X6 (1) 2X6 N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS GENERAL NOTES: PANEL EDGE PANEL FIELD "SIMPSON" 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. FIELD NAIL PER SHEAR WALL SCHED. I NAIL SIZE NAIL SIZE 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. I°I I I II II ANCHOR BOLT SPACING 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. :NATION s Q2X 6 TYPICAL HOLDOWN SCHEDULE 2 II �Dl VEN TWAUL SCHED. NO SCALE SDI CORNER WHERE OCCURS Sd ® 4" O.C. _ A35 AT 1�-8M O.C. RBC AT 1-2" O.C. (5) 16d NAILS AT EDGES, TYP I I I I ► I I I I I i I SHEAR PLY COMPRESSION POST AS REQ'D PER HOLDOWN LAPPED CORNERS, TYP - PER SHEAR " ---i-t - - -rT_ N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" I GAP BETWEEN S REQ'D BY I I I I°I I.I II II II Il II FIELD NAIL PER SHEAR WALL SCHED. I NAIL SIZE NAIL SIZE NAIL SIZE MIN II I°I I I II II ANCHOR BOLT SPACING AND SPACING AND SPACING II II II PER SHEAR Q2X 6 MUDSILL AB O 3 -9 O.C. 12d ® 7" O.C. II II II VEN TWAUL SCHED. 260 4* 2X MUDSILL ®2 9 O.C. AS REQ'D Sd ® 4" O.C. 8d 0 12" O.C. A35 AT 1�-8M O.C. RBC AT 1-2" O.C. 350 EDGES, TYP I I I I ► I I I I I i I SHEAR PLY COMPRESSION POST AS REQ'D PER HOLDOWN - PER SHEAR SCHEDULE WALL SCHED. � I � STUD I°I I I II II I II II I II I I`I II I°I i°I II II I I I HOLDOWN II II LI I°I I I PER LI I II I II II II II II II bl I°I I II SCHEDULE I I°I II I•I II II I -1 II II I II II - - - - - II I I°I I- - - LL SILL PLATE AND AB SIZE/SPACING PER SCHED. 12" SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) Q2X 6 MUDSILL AB O 3 -9 O.C. 12d ® 7" O.C. 8d 0 6" O.C. 8d 0 12" O.C. A35 AT 2'-8„ O.C. RBC AT 1 -8 O.C. 260 4* 2X MUDSILL ®2 9 O.C. 12d ® 5" O.C. Sd ® 4" O.C. 8d 0 12" O.C. A35 AT 1�-8M O.C. RBC AT 1-2" O.C. 350 AB GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. FOUNDATION PER PLAN MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL SCHEDULE_ 1 NO SCALE �Dl No SCALE �Dl oQ�OFESS/pNgl K a � 2 rNo. 75688' * E 6/ 0/18 J' CIV1\- �9T4e pF CALIF 4/13/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com ss,J se, W Q Q U J O Q U i. e z Ov Uj LU U QQ D 0 z d- N Q U s_ REVISIONS: DATE: 4/13/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-170 SHEET: SDI ROOF PLY AND FASTENING PER PLAN, E.N. E.N. SHEAR PER PLAN, TYPE _ ONT. 2X4 PLATE _ "6" PER SWS MIN. 2X4 DF#2 AT 16" O.C. (E) ROOF PLY\ _ 2X PLATE WITH (3) 16d EACH TRUSS/RAFTER (E) RAFTERS/CJ'S STAGGERED, 2'-0" O.C. MAX. --,,,,OR TRUSSES AT 24" O.C. E.N. (N) 2X PROVIDE GAP BETWEEN PANELS BLOCK AS REQ'D. BY MFR., 1/8" MIN. - E.N. (E) DBL TOP PLATE (E) 2X4 AT 16" O.C. SHEAR PER PLAN NOTES: 1. ANY DISCREPANCIES BETWEEN EXISTING FRAMING SHOWN AND FIELD CONDITION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 2. CONTRACTOR SHALL FIELD VERIFY EXISTING MINIMUM MEMBER SIZES AND CONNECTIONS SHOWN. CONTACT SUMMIT STRUCTURAL DESIGN WITH ANY DISCREPANCIES. 3. BRACE FRAMING AS REQUIRED DURING CONSTRUCTION. 4. WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. 5. OVERFRAMING PER 7/SD2 NOT SHOWN FOR CLARITY. 6. DO NOT DISTURB METAL PLATES AT (E) TRUSSES OR (E) RAFTER - TO -CEILING JOIST CONNECTIONS AS OCCURS. ROOF FRAMING DETAIL NO SCALE PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN.--\ ROOF PLY AND �D2 NAILING PER PLAN WALL FRAMING PER PLAN �D2 ELEV. PER ARCH _ 16d * E . 6/ 0/18 JJ CIV\L gTF0 ROOT3 LY OENAILS, ' ANDFNAILING TYP PER PLAN— E.N. PLY AT/ 8" MIN. SLEEPER, I TYP T T 2X SLEEPER WITH (3) 16d NAILS AT EA RAFTER OR TRUSS T T T T `-2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP TYPICAL OVERFRAMING DETAIL NU SLALL ROOF PLY AND NAILING PER PLAN V-6" MAX 2'-0" .N. FASCIA BY E.N. OTHERS 2X4 FLAT 3) 16d TOENAILS •N• OUTLOOKER AT NOTE: 24" O.C., NOTCH CONTRACTOR SHALL VERIFY NOTCH PLY AND TOP 1 DEPTH AND LOCATION WITH TRUSS CHORD TO MFR. PRIOR TO CUTTING. SEAT OUTLOOKER 1 GABLE END SHEAR ENTIRE WALL TRUSS BY OTHERS PER SWS TYPE "6" A35 CLIP PER SHEAR WALL 2X6 BRACE T SCHEDULE, OTHERWISE 4'-0" O.C. WITH 4'-0" O.C., TYP. TEA ENAILS CH. END PROVIDE GAP BETWEEN PANELS • AS REQ'D. BY MFR., 1/8" MIN. L • E.N., TYP _ll2X BLOCKING AT 4'-0" O.C., SHEAR PLY AND NAILING PER PLS HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURS - PLY AND ivruUivv PER PLAN DBL TOP PLATE T&B, (3) 12d T.N. EA. END PER 6/SD1 \(3) 16d T.N. EA BLOCK PARTIAL PLAN SHEAR ENTIRE WALL WALL FRAMING PER PLAN PER SWS TYPE "6 "--•- TYPICAL GABLE END TRUSS DETAIL F6' TYPICAL CORNER HOLDOWN DETAIL 3 NO SCALE ROOF PLY AND NAILING PER PI RBC CLIP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. E.N SOLID BLOCKING H2.5T EA. TRUSS E.N. FASCIA BY OTHERS TOP PI SHEAR PER PLAN s TYPICAL EAVE DETAIL SD2 NO SCALE 2X4 WITH 16d NAILS AT 12" O.C., TYP RAFTER OR TRUSS PER PLAN, TYP FRAMING PER PLAN 3.) FOUNDATION SIZES, REINFORCING SHOWN, AND FRAMING SHOWN SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 4.) OBTAIN SPECIAL INSPECTION FOR EPDXY ANCHORS AS REQUIRED BY BLDG DEPT. 5 TYPICAL E FNDN DETAIL 2 S D 2 NO SCALE S D 2 NOTE: OBTAIN SPECIAL INSPECTION FOR EPDXY ANCHORS AS REQUIRED BY BLDG DEPT. (3) #4 X 3'-0" DOWELS WITH WALL FRAMING PER CORNER WHERE OCCURS I 6" EMBED IN SIMPSON ET PLAN, WHERE OCCURS EPDXY, LOCATE AND AVOID ALL (E) REINF. PRIOR TO DRILLING P.T. SILL AND A.B. PER 3/SD1 (E) FOUNDATION - SHEAR PER PLAN AS OCCURS y / � (N) FTG PER PLAN CONC. SLAB - » �D2 NO SCALE WALL FRAMING PER PLAN �D2 ELEV. PER ARCH _ AT HDU2 HOLDOWNS AT (E) FOUNDATIONS * E . 6/ 0/18 JJ CIV\L gTF0 PROVIDE 5/8" DIA. A307 THREADED ROD HOLDOWN PER PLAN, THESE PLANS HAVE BEEN REVIEWED IN SIMPSON SET -XP EPDXY WITH 12" EMBED WHERE OCCURS 8" MIN. IN (E) FOUNDATION. INSTALL PER MFR. I SHEAR PER PLAN, WHERE OCCURS RECOMMENDATIONS. LOCATE AND AVOID ~ #4 AT 24" OC VERT AND 0 ..O ALL REINFORCING PRIOR TO DRILLING FND. 16d AT 7" O.C. #4 AT 18" OC HORIZ, BLOCK SOLID AT POSTS E.N. ELEV. PER ARCHr& MULTIPLE STUDS AND HOLDOWNS fill �, _ FROM BOTT OF FTG TO TOP OF SLAB > 2'-2" EN " I • CONCRETE SLAB - LU (E) FLOOR FRAMING Q 3" CLR. - J O ON -GRADE PER PLAN U .,. 12" MIN.\_#4 TOP & 0.0 P.T. DF SILL AND (2) #3 TIES 0°.O� A.B. PER 3/SD1 LU U Q> #4 AT 24" OC VERT AND Q' D Z J #4 AT 18" OC HORIZ, � 6" MIN. WHERE VERTICAL DIMENSION C� J N FROM BOTT OF TURN DOWN Q ROOF TRUSSES U TO TOP OF SLAB > V-6" BY OTHERS REVISIONS: DATE: 4/13/17 SCALE: NTS — #4 CONT TOP AND BOTT SHEET: z SD2 (,�� 3" MIN. N 2 #4 CONT. BAR TOP AND BOTT. °0 V'FY 3" MIN. WIDTH FOR SLAB SUPPORT, TYPICAL (E) FNDN 12" MIN. SER 6/SD1 NOTES: 1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. 2.) FLOOR FINISH INSTALLATION MUST BE DESIGNED BY OTHERS WITH CONTROL JOINTS, ISOLATION MEMBRANES, ETC. TO ACCOMMODATE VERTICAL AND HORIZONTAL DIFFERENTIAL MOVEMENT BETWEEN (E) FLOOR AND (N) SOG. FRAMING PER PLAN 3.) FOUNDATION SIZES, REINFORCING SHOWN, AND FRAMING SHOWN SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 4.) OBTAIN SPECIAL INSPECTION FOR EPDXY ANCHORS AS REQUIRED BY BLDG DEPT. 5 TYPICAL E FNDN DETAIL 2 S D 2 NO SCALE S D 2 NOTE: OBTAIN SPECIAL INSPECTION FOR EPDXY ANCHORS AS REQUIRED BY BLDG DEPT. (3) #4 X 3'-0" DOWELS WITH WALL FRAMING PER CORNER WHERE OCCURS I 6" EMBED IN SIMPSON ET PLAN, WHERE OCCURS EPDXY, LOCATE AND AVOID ALL (E) REINF. PRIOR TO DRILLING P.T. SILL AND A.B. PER 3/SD1 (E) FOUNDATION - SHEAR PER PLAN AS OCCURS y / � (N) FTG PER PLAN CONC. SLAB - » ON -GRADE. PER PLAN E.N. �- ELEV. PER ARCH * E . 6/ 0/18 JJ CIV\L gTF0 CAL\F0`� 4/13/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE • I j 8" MIN. FINISHED GRADE, I °. cj SLOPE AWAY FROM #4 AT 24" OC VERT AND 0 ..O _ FND. #4 AT 18" OC HORIZ, P. 530.592.4407 WHERE VERTICAL DIMENSION V) FROM BOTT OF FTG TO TOP OF SLAB > 2'-2" " I 1 LU N Q 3" CLR. - J O U .,. 12" MIN.\_#4 TOP & BOT. O (2) #3 TIES 7 TYPICAL NEW FTG TO EXISTING FTG DETAIL 4 TYPICAL FOUNDATION DETAIL 1 SD2J NO SCALE SD2 NO SCALE SD2 oQ�OFESSIpN9l P F =� --A Z cL-No. 75688' * E . 6/ 0/18 JJ CIV\L gTF0 CAL\F0`� 4/13/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) J 1 LU Q U r+ J O U .,. Q � '�/ 1..�.� z v O Z LU U Q> Q' D Z J � C� J N Q U REVISIONS: DATE: 4/13/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-170 SHEET: SD2