GENERAL NOTES
fu\ JOI! DESCRIPTION; ADD 2211 SQF STOR�SJ;J;f:,19_.'.:'.!:.:�VEREO PORCH TO V ___ EXISJJNG 9AB-0.filll it,'JTH CON_DiTIONAL usE Pl:'RMrr FON MINOR t:xa:vnoN rost"l'llA(,?; @f0!.1:4n���-{ fX!ST!,VC GA�i\(,'/;:' �"�_; ---------------------------- '\ -- @ ZONING; R-L-5.5, APN; 002-611-010-000, '---£
@ OCCUPANCY GROUP; U, SEISMIC DESIGN CATEGORY, "DZ," CONSTRUCTION TYPE; VB, UNSPRINKLERED LIKE EXISTING HOUSE. SPECIAL INSPECTION; NONE, DEFERRED SUBMITTALS; CONSTRUCTION WASTE DIVERSION PLAN, SEE ALSO NOTE@), AREA OF DISTURBANCE APPROX1MATELY 240 SQF, lMPE1<\110US AREA; ADDITION OF APPROX, 220 SQF,
DO NOT SCALE THE DRAWINGS, DIMENSIONS APPROXIMATE.
8 CODES: WORK SHALL CONFORM TO MANUFACTURERS' INSTALLATION
INSTRUCTIONS AND CODES AS AMENDED BY THE CITY OF SALINAS INCLUDING THE 2019 CALIFORNIA RESIDENTIAL CODE (CRC) (BRACING PER "CONVENTIONAL BRACING," CS-WSP METHOD, SEE ALSO NOTE@!, CAL ENERGY CODE (CEnC], CAL PLUMBiNG (CPC), CAL MECHANiCAL (CMC), CAL ELECTRICAL [CEC), CAL FIRE CODE (CFC),
AND CALGREEN (CG), CONTRACTOR(S) SHALL CONFIRM THOSE AND SITE CONDITIONS, @ ADHESIVES, BONDING PRIMERS, SEALANTS, CAULKS, PAINTS, OTHER COATINGS, AND CARPET SYSTEMS SHALL COMPLY WITH voe AND OTHER TOXIC COMPOUND LIMITS (CG 4504-2,1, 2, AND 3)- PARTICLE BOARD, MDF AND HARDWOOD PLYWOOD USED IN INTERIOR FINISHES WILL COMPLY WITH LOW EMMISSION STANDARDS (CG 45045).
VERIFICATION DOCUMENTS TO BE AVAILABLE TO INSPECTOR UPON REQUEST, @ CONSTRUCTION WASTE MANAGEMENT: THE GENERAL CONTRACTOR (G,C)
SHALL DEVELOP A CONSTRUCTION AND DEMOLITION WASTE DIVERSION PLAN TO RECYCLE AND/OR SALVAGE FOR RE-USE A MINIMUM OF 65% OF THE NON
HAZARDOUS CONSTRUCTION AND DEMOLITION MATERIALS PER CALGREEN
REQUIREMENTS INCLUDING USE OF CITY FORM, WHICH ARE STARTED AND EMBEDDED ON SHEET 2, FORMS TO BE COMPLETED PRIOR TO PERMIT ISSUANCE (CG 4-408,l), @ ABBREVIATIONS, SYMBOLS AND TERMS (SEE ALSO NOTES@, AND@)):
1-9,1 "VERIFY" TYPICALLY MEANS "VERIFY WITH THE OWNER; (EJ; EXISTING,
1.9-2 "MATCH"TYPICALLY MtANS, "MATCH (t) AS CLUStLY AS POSSltlLt (ALAP-J-"
1.9-3 "0/C" OR "O,C" MEANS "ON CENTER;" "U,N,O,"; UNLESS NOTED OTHERWISE.
1.9,4 "OSB" ; ORIENTED STRAND BOARD PLYWOOD; "G,C'; GENERAL CONTRACTOR 1-95 "H-R."; HEAT REGISTER; "HVL"; HEAT-VENT-LIGHT;
1-9,6 "AL"; ARTIFICIAL INTELLIGENCE; "GPF"; GALLONS PER FLUSH; "GPM"; GALLONS PER MINUTE, "POC"; POCKET DOOR, "T D"; TUBULAR DAYLIGHTING DEVICES,
1.9,7 "CO,"= CASED OPENING, WOOD OR GYP, BRD AS TYPICAL "T,"; TEMPERED GLASS; S,H,; SINGLE HUNG,
L9.9
11 t; i��;���;��;ili�"g�����GHT; ◊ =CE!Lll,G MOUNTED LiGHT;
GRADING AND SITE WORK
GRADING; NONE, THIS SITE IS ESSENTIALLY LEVEL, FINISH GRADE WHERE UNPAVED SHALL SLOPE AWAY FROM THE NEW FOUNDATION A MINIMUM 6" FOR THE NEAREST 10' OR OM \/\/EST S!DE TO A S\-'/ALE CENTERED !N THE S!DE YARD AND
SLOPED TO APPROVED VEGETATIVE PERCOLATION AREA TO THE REAR OF THE
ADDITION, STORM WATER RUNOFF SHALL NOT BE INCREASED ONTO THE NEIGHBORS' PROPERTIES,---,.; DIRECTION OF FLOW,
@ DOWNSPOUTS SHALL TERMINATE AT SPLASH BLOCKS OR DRAINAGE SYSTEM
INLETS, AND FROM THERE TO EROSION RESISTANT SWALE (VEGETATED OR COBBLE FILLED) AND/OR APPROVED PERCOLATION AREA/SYSTEM; SURFACE WATER
SHALL BE DRAINED TO AN APPROVED POINT OF COLLECIION AND NOY CREATE A
HAZARD,
@ THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS
PROHIBITED, NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE,
CONSTRUCTION WASTE, OR WASTEWATER GENERATED ON SITE SHALL BE PLACED,
CONVEYED OR DISCHARGED INTO THE STREET, GUTTER, OR STORM DRAIN SYSTEM,
REDUCE DISCHARGE OF POLLUTANTS TO STORM WATER FRO ON CRETE WASTE BY CONDUCTING WASHOUT IN DESIGNATED AREA PER DETAIL 9B/2 LACE STRAW WATTLES DOWNSTREAM OF WORK PER SITE PLAN AND DETA 59A/ , @ RECONSTRUCT ANY CURB, GUTTER &/OR SIDEWALK DAMAGED DURING
CONSTRUCTION PER CITY STANDARDS & UNDER SEPARATE PUBLIC WORKS
DEPARTMENT ENCROACHMENT PERMIT,
CONCRETE AND FOUNDATION
CONCRETE STRENGTH MIN. 2,500 PS! .'\T 28 DAYS. REBAR TO BE NO. 4, SHALL BE CONTINUOUS OR LAPPED 20" AND TIED, SLAB FLOOR TO BE MIN 4-5" THICK, REINFORCED WITH #3 BARS AT 24" O,C EACH WAY AND CENTERED IN SLAB OVER APPROVED MOISTURE BARRIER OVER MIN 2" WET SAND AND MINIMUM 4" PACKED,
CLEAN BASE, AND DIVIDED WITH DEEP DUMMY JOINTS OR SIMILAR CRACK CONTROL DEVICES OVER EXISTING SLAB. OTHER FLATWORK/LANDSCAPING PER FIELD DESIGN, @ ANCHOR BOLTS TO BE½" x 10" EMBEDDED 7" INTO CONCRETE WITH 3" SQ, x 0-229" PLATE WASHERS, TYPICAL A-BOLTS PER PLAN AT MAX. 6' 0,C AND WITHIN 5"-12" OF ENUS OF SILL PIECES, FASTENERS IN CONCRE'l'E TO HE TIED TO REBAR AND IN PLACE FOR INSPECTION, ANCHOR BOLTS TO BE PLACED AN EXTRA 1" FROM
OUTS/DE EDGE AS WELL AS THE SILL PLATE SO THE EXTERIOR FINISH CAN BE ALLIGNED
WITH THE EXISTING TO ACCOUNT FOR THE THICKNESS OF THE BRACING PLY AND GYP, BRD, i
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FLASH AND SEAL PER BEST PRACTICE WITH MIN, 28 GA, G,L INCLUDING
BETWEEN CONCRETE AND UNTREATED WOOD,
STRAPS, HANGERS, ETC TO BE BY SIMPSON STRONG-TIE, INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONc:S:_, ___ _
WOOD. FRAMING. FASTENERS
ALL FRAMING LUMBER IN CONTACT WITH CONCRETE OR WEATHER SHALL BE PRESSURE-TREATED (P,T.J DOUGLAS FIR, REDWOOD, OR OTHER WOOD, NATURALLY RESISTANT TO DECAY, MATCH (E) FINISHES AS APPROPRIATE. FIELD CUT p:r_ LUMBER TO BE FIELD TREATED PER AWPA M4; NAILING PER CRC TABLES R602,3(1)-(3), TOP PLATE SPLICES MIN,24" LAP, NAILED WITH MIN, 12-16d NAILS EACH SIDE OF SPLICE, LUMBER TO BE GRADE MARKED PER CODE WITH 2x HORIZONTAL FRAMING TO BE MIN, DOUG FIR #2, FASTENERS IN P,T, LUMBER TO BE HOT-DIPPED ZINC
GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER LUMBER MOISTURE CONTENT NOT TO EXCEED 19%AND TO BE VERIFIED BY THE G,C AT THE INJ;PEC_IPR'S REQ.LLI;_S'[ (CG_4-�0S-3L / "LVL," "PSL," "TIMBERSTRAND,�AND SIMILAR ARE k
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NUFACTURED LUMBER BY WEYERHAEUSER TRUSJOIST, ICC ES ESR-1387 S££ ALSO FORTE GI NEERING BY MANUFACTURER FOR BEAM SIZING CALCULATIONS ~ 1 -·-�--. __ ,.. ____ ..._ __ - ----- '--�--- ._ .... ___ ·- ------�-- . ---- .. --- - @ RODENT PROOFING; AT NEW ANNULAR SPACES AROUND PIPES, ELECTRIC
CABLES, CONDUITS, OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AND OTHER
OPENINGS AT EXTERIOR WALLS TO BE CLOSED WITH CEMENT OR OTHER METHOD ACCEPTABLE TO THE CITY (CG 4.406,1)-
@ PROY!f)E AND INSTALL FOLD DOWN LADDER ACCESS TO NEW ATTIC.
ROOF SHEATHING MIN 5/8" OSB, EXTERIOR WALLS TO BE SHEATHED WITH <F MIN_ 3/8" OSB, ALL PLYWOOD SHEATHING NAILED WITH Bd@ 6"/6"/12" 0/C EXCEPT ROOP SHEATHING WITHIN 4' OF GABLE END WHICH IS TO BE NAILE:D EVERYWHERE AT 6" O,C BRACING IS PER CRC R602,10, "CONTINUOUSLY SHEATlclED-WOOD STRUCTURAL PANEL" METHOD (CS-WSP) FROM FOUNDATION TO ROOF,
THERMAL AND MOISTURE PROTECTION
@ INSULATION IS OPTIONAL SIDING TO MATCH EXISTING ALA,P, AND BE PLACED OVER APPROVED BUILDING PAPER ROOFING TO BE CLASS "B" ASSEMBLY,
COMPOSITION SHINGLES,
FENESTRATIONS & GLAZING NOTES
NEW WINDOW AND REPLACEMENT FOR EXISTING GARAGE WINDOW TO BE
VINYL FRAME, DUAL PANE OPTIONAL,
FINISH NOTES =61---
(iy INTERIOR WALLS AND CEILING FINISH OPTIONALU��i�w�q)ExTERIOR OF WEST SIDE OF ADDITION TO GET 5/8" GYP, BRO, OVER BRACING PLY, EXISTING GARAGE HAS GYP BRD FINISH.
MINIMUM 80% OF RESILIANT FLOORING (IF ANY) SHALL COMPLY WITH CG 4504-4. SEE ALSO NOTE@-
ELECTRICAL
,;;-;, VERIFY OR MIN, 100 AMP SERVICE- ALL 120-VOLT 15 AND 20 AMP OR BRANCH G CIRCUITS SUPPLYING NEW OUTLETS EXCEPT THOSE OUTSIDE SHALL BE
PROTECTED BY ARC-FAULT CIRCUIT INTERRUPTER AND BE TAMPER RESISTANT, EXTERIOR CONVENIENCE OUTLETS TO BE LOCATED PER OWNERS' DIRECTION.
EXTERIOR DUPLEX RECEPTACLE OUTLETS SHALL BE G,FLL PROTECTED AND PROVIDED
WITH WEATHERPROOF COVERS THAT ARE EFFECTIVE EVEN IF THE ATTACHMENT PLUG CAP IS NOT INSERTED_
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ALL LIGHTING TO BE HIGH EFFICACY AND SWITCHED TO CONFORM TO MANDATORY MEASURES SUMMARY AT SHEET 2,
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