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2910 CANDIL PL; ; 85-44; Permit
DECLARATIONS LENDER WORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR _ White — Inspector Green — (1) Finance (2) Data Process. Yellow — Assessor Pink — Applicant Gold - Temporary File CO TJmp >r~ OO•z.g H O-z.en ^k O5>r-r— ~n -^O **S5 OD2^pm-Q3;rnio <=jrno DD^rn^ENALLAPPROPPPROVED.<ENTILATING SYSTEMSX EAT — AIR COND. SYSTEMS\ n oco TJ n jjm TJ TJ O ^1 ^MECHANICAL^ n] BONDING D POOLn j ELECTRIC SERVICE n TESTJO TJ >TJ -< • TJ OUGH ELECTRIC1 >; ^ n ; ELECTRIC UNDERGROUNDn c Tl Tlm JJ ^ELECTRICALn ] WATER HEATER Z SOLAIjj :>]>3jj Cl>CO Hm(f)-\ § ^ H UB AND SHOWER PANh ^ -\ O ocH L:J 5 -Hm G g mJJ ^V ^ ^> c NDERGROUND 3 WASTE"] £>-Hmjj ^ ^ ^ 03rn rriJj Z D CDr~~ O O r~ O Ov^x ^JC sA PLUMBING^ X N —r "JTERIOR LATH & DRYWALL '** M ^ ^ ^ •^r gSULATIONjf^ £' iK 4ysJ m XTERIOR LATHs ^ Tl JJ sm ^1 en HEATHING C ROOF ICOim>jj ^ ^ ^ ^ Tl LOOR & CEILING SUB FRAMm ^ 0 iUNITE OR GROUTe lASONRY"> ^ -ri EiNFORCED STEEL/ ' i"^i^ ^•x V* s Tl OUNDATION^ ^BUILDINGTJm D m 2(tsTJrnO 33) jossassv EJBQ (g) ;*oueuij jo;oadsu| — tot,? * a 01 o> | T3 C 3 Cl It> - QJ Cin y IEc £ « o ». IV S^£=XJ 0.0 -D -OT O ™ C l||« .-^ 11° 3 8-2s. = 00|=,> 1*|S?5^I gel^\ S O c P ofV\_ *2tL o c 1 "O =?*?: iw • .DC i j;t Q£ dOlOVWINOO NOIlVSN3dHOO S,H3*bOM U3QN31 j ^^,"]J !-^^ £^1 O O rr 0 o z UJ1- o UJQ. Q O O LUace z 0 (-uLU Q LU BUILDINGUJ O CO CL O C)LU z co Z O 0 LU Q_ z LU CL CO u rr— ^ LU Q 'Jl rr -J O 5; 0° r^^-T <£ ... ClU- LU ou LJ.) UJ o z 0 ' ° tr i o co Z r - UJ .u U(_, i Z i I i 'S r, i o - £ cc o 'J' -v z - d ;T ~'; ? |i f 0 ^ 2UJ • ^ CO i_ 7 i- ££ ^ir J"1 7 '.-.ZJJ ^ , ^, -, ll /-• CL ,1 Jx. 0 i .'_; ji. ^FOUNDATIONREINFORCED STEEL> LT i<s GUNITE OR GROUTUJ orLL m (O O LU O IT O O u_ <111 SHEATHING G ROOF G SHFRAMEEXTERIOR LATHINSULATIONINTERIOR LATH & DRYWALLOL Z 0 5 4* ^ i °"' V) < ' •? < ' 1 1 " r " i PLUMBING] i — 1 :.' \ • - "" '~ . •*" ' •j •• QJ": U . UJ - oo a.n oo CO O DC LU LU CO rrin\-< ^UNDERGROUND Q WASTE H(IIIIl- ^G LU h- G O Q- O 1-TUB AND SHOWER PANh- LU 1- ir G WATER HEATER G SOLAR VW-ELECTRICALITIII11LL=>G ELECTRIC UNDERGROUND G.ROUGH ELECTRIC'}-rr<ec G ELECTRIC SERVICE G TEMPOG BONDING D POOL_j<C Z< Xo UJ 2 e? 51 CL • UJ DC G ^ CL O ID O G ^HEAT — AIR COND. SYSTEMS^VENTILATING SYSTEMS\ • ' -,, - ."• .- UJi-. 5vcc Q. -•O Q..LLJ ^9-|QC Q_ ¥ = > Uj—*• Cu 2«OLD CALL FOR FINAL INSPECTIITEMS ABOVE HAVZ u. t • - .• * f'" .' - * ^ • ' ' > * *" • •v t f * , 1 1 - i 1 i * f PLUMBING\s -^s ELECTRICALN X^s^ i • _i<J z<rJuS -' ,, ' N ^i X - * CO o 1 \BUILDINGi SPECIAL CONDITIONS" "V City of Carlsbad 1200 ELM, CARLSBAD, CA 92008 • TEL (619) 438-5525 MISCELLANEOUS RECEIPT Owner •/'•", *AU$. ft. t/( *}{&£&/$ ft A/ Mailing ^ --„ ,, ^ Address ./_/// L /O M $ (_ O • City^' > '' / *>>•» ^,L&fi^h^d iJLOC Corjtractor i j* "k • c, fy'tAQt\f*5' Lotv** rfuiC $*& KoX /W& °ty y/'sfa **?2oi Slate Lie. _ —»--*>,, / SCIassi,^/ J3WW <rf Q **?4J~~7~) jpjP^7 //*t /J^GQ / T- ?3 Te!Z27- ^/i <T Lie. No. COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION La/ ^S" FSTMe* M}{M ASSESSORS PARCEL NO jL/S>~ V^ J3 DESCRIPTION OF WORK S.^Jf- Fan.L & ifej-JsX ^ ?J ^fal r<-^/-t- ><-u£. *^^' J/ ''^ "7 V - ^ / ^ PLAN ID NO. DESIGNER ADDRESS/£?1^?^' ^^^3 f^^fZt 72Q£& PHONE X5"f?— /<%9S CONTACT PERSON £/? /7UA A~P $ /2^~fySJLS~ ^_^^/ •^^ I ^'/^ MISCELLANEOUS FEE RECEIPT- - < i / . , Pi .PIAWnHFr.KFF.E 01-00-00-8806 y /*" "^*wp D VALUATION ^/J7, ^ ^// ~"" l~l nFMni mow PI HOUSE MOVING PI PARKS AND Hpr.pPATION FFF Fl PUPI l^ FACII ITIFR FFF [71 OFRTIFtr.fcTF OF OCCUPANCY n n n n n n n n n n a v TOTAL FEE 'V^ $ /%>7X -* 'WARNING: PLAfrl CH£CK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN t80 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMMENTS: White — Applicant Yellow — File Pink — (1) Finance (2) Data Process Gold — Assessor €itp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR **"[f ^^ PFRMITNO TIMF- /^^ , v RATP 7^/3 OWNER REQUESTED BY Wr*^> *A PHONE NO. *"} *R 7^ IT/*^ 5-••iii * ' PERSON TAKINfi REPORT ^^ BUILDING a-I^OyWOSTION D FOOTING D SLAB Q'^REIN FORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING Q ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION O INTERIOR LATH OR DRYWALL D FINAL ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING &JL*' D ELECTRIC SERVICE - /. t. ^ 0 FINAL *f4't* r1i PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT Q PATIO a POOL a SPA n SIGN D GRADING a DRIVEWAY Q FINAL SPECIAL INSTRUCTIONS, Ready For Inspection: D Monday Q A.M. D P.M. D Tuesday D Wednesday a"*Thijrsday D Friday SAN MARCOS ENGINEERING SAN MARCOS, CALIFORNIA 92069 380 Mulberry Drive Suite B Phone 744-0111 R.E. Hughes Construction Company P.O. Box 1146 Vista, Ca. 92083 Re: Foundation Trench Soils Inspection 4-3-85 850621 Residential House 0 Candil Place, Carlsbad Swenson 1. The soils existing at site appears to be as per our findings as pre- sented in the Preliminary Soils Investigation Report and Foundation Recommendations for Lot #5, AP# 215-490-33 dated 3-9-85. 2, The foundation footings trenches appear to have been prepared in accordance with our foundation recommendations. Depth of bottom of footings are 24" below finish grade as recommended except in areas where rock is found. In the areas of rock, the footings are 12" into the rock as recommended. Steel requirements should be the same as in the 24" deep footings. 3. The soils are stable and should be satisfactory for the intended purpose. 4. Recommend concrete pouring for the footings. , ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO. CA 92123 (619)560-1468 DATE; JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PLAN CHECKER D FILE COPY D UPS D DESIGNER II The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the encl£s-etf"~Ctaeck list are resolved and checked by building depar-lfment st/aff. f~] The plans transmitted^ herewith/have major deficiencies identified on the enclosed check list and should be corrected and resubmitted foi^ a complete recheck. II The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp."until corrected plans are submitted for recheck The applicants copv/of the check list is enclosed for the jurisdiction to re/turn^to the applicant contact person. II The applicant's copy of rhe check list has been sent -to: Esgil staff did no applicant contact person that plan check has been complted. I I Esgil staff did advise pplicant that the plan check has been completed. Person contacted: _ Date contacted:Telephone # REMARKS: ENCL CORPORATION Form 31584 2/28 JJG re 85-44 Client was mistakenly told he could comply with Type A expansive requirements and not have to supply soils report. Told him he would need a soils report and eliminated the page in our files you see (so mistake will not occur again) duplicated on his plans./ He will get soils report but states loan is funded and requests you recheck and let me check soils report requirements at counter. Seems fair and I will do when you return these. Carter ESGIL CORPORATION 932O CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-I468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PLAN CHECKER D FILE COPY D UPS D DESIGNER I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. | | The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. r~] The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Hi The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. 'until corrected plans are submitted for recheck. B| The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. II The applicant's copy of the check list has been sent -to: Esgil staff did not advise the applicant contact person that plan check has been completed. I | Esgil staff did advise applicant that the plan check has been completed. Person contacted: _ Date contacted:Telephone # REMARKS: ENCL ESGIL CORPORATION \ Form 31584 Op of ', © JURISDICTION:PATE PROJECT ADDRESS. PLAH COBKECTIOH SHEET 3IBCLZ FAMILY ATO DUPLEX DWgLT.rTIC3 PUn check Ho. &$* Date plans received by jurisdiction. Date plans received by plan checker£^£ Date initial plan check completed; FOREWORD: PLEASE READ *«<• (419) 340-I*M) PUn check is limited to technical r*quir«Mnt* contained in the Unifora Building Code. On t fora Plumbing Code, Cnifora Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access foe Che handicapped. The plan check is baaed on regulations enforced by the Building Inspection Departaent. You may have other corrections based on laws and ordinances enforced by the Planning Departaent, Engineering Department or other departaents. The items circled below need clarification, •edification or change. All circled iteas have te b« satisfied before the plan* will be in conformance with the cited codes and regulation*. Per Sec. 303 (c), 1979 Uniform Building Code. the approval of the plans does not permit the violation of any atata, county or city law. APPLICANT COPlf CITY COPY PLAN CHECKER COPY Submit fully dimensioned plot plan drawnto scale showing location size, and use of all existing and proposed structureson the lot. Identify property lines and show lot diaensiona and all eaaements.Show location of all cut or fill slopes and approximate finish- floor elevationsfor all structures and show elevations atall corners. Sec. J02(b)7. Indicate distance fro* center-line of streetor allay to property line and distance froaicurb to property line. Sec. 302(bl7 Plans* specifications and calculations shall be signed by a California State licensedengineer or architect. (California Business and Professions Code) D. FIR* PROTECTIOa Halls closer than 3 feet to property linesshall be one-hour fire-rated construction, have no openings, and shall have 30 inchparapets when the building floor area exceeds 1,000 square feet on any floor. (Table S-ASee. 1709U) Projections, including eaves. Bay not extend more than 12 inches into the 3 foot setbackfrom the property line. Sec. 1710 and Sec. S04(b) Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber or of non-combustible material ifthey project into ttie 3' setback area from the property line. Sec. 1710 Show location of permanently wired smoke detector. Sec. 1210 /• /• /• C. ROOM , LIGHT, VgNTTLATIOKS AKO CLKIMC Pleaae make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction,to, Ono room must contain a minimum of ISO square feet of superficial floor area. Sec. U07<b) Habitable rooms, other than kitchens, shallcontain at least 70 square feet of floorarea. Sec. 1207(b) Window area must be at least 1/10 of thefloor area and a minimum of 10 square feet per Sec. I207(a). Appears to be deficientin Openable window area must be 1/20 of the floor area and a minimum of S square feet.In bathrooms, laundry rooma and similar rooms. Minimum is l.S aq.ft. (Sec.l20S(a) One-half of all required window area must be openable in / 'To facilitate rechecking, please identify, next to each circled item, the iheet of the plana upon which each correction on this alieet has been made and return this Check sheet with the revised plans. Indicate on plant the name of the legal owner and name of perion responsible for the preparation jf the plans. Sec. 302(b) Provide mechanical ventilation capable of providing five air changes per hour inbathrooms, water closec compartments, laundry rooms and similar rooms if required windowsare not provided. Sec. 1203(a) Ho habitable room, other than a kitchen,ahall be less than TO' in any dimension.Sec. 1207(c) Show that ceiling height for habitablerooms la a minimum of ?'(•. Sec. W* Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Sec. 1207[a) Provide 30" clear width for water closet compartments and 24" clearance in front of water closet. Sec. I71l(b) Mo cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec. 1208 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Sec. 5406 Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or aporoved plastic.Sv^Ou- Sac. 1711 (fJ(g') / |VT JW5.TO& X Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openabla width 20" and the minimum openable height 24". Sac. 1204 Eaves and cornices may not project into a required yard more than 2 inches for each foot ot yard width if required windows open into the yard. Sec. 1206(d) . A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 Ceet, above and below,and must have 65% of the long side open to the room below. The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story EXITS. STAIRWAYS, AND RAILINGS Floors above the second story shall have not less than 2 exits. Sec. 3302(a) Required exit doorways shall be not less than 36" in width and not less than 6'-fl" in height, and shall be capable of opening at least 90 degrees. Sec. 3303(e) Provide 36" high protective railing Cor porches, balconies, and open sides of landings. Maximum opening between railings shall be less than 9". Sec. 1716 Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B Provide stairway and landing details. Sec. 330SEb) & (c) a. Maximum rise 3" and minimum run is 9". b. Minimum head room is 6'-6". c. Minimum width is 30". 0. Handrails shall satisfy the following: a.- Provide handrail for stairways over 30" high whan serving a single dwelling. Title 24, Sec. T25-22(b) b. Handrail shall be 30" to 34" above tha nosing of treads. Sec. 3305(jJ c. Handrail projecting from a wall shall have a space not lass than 1 1/2" between the wall and the handrail. The hand grip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional .dimension. Sec. 33051j) (see attached) Every stairway landing shall have a dimension, measured in tha direction of travel, at least equal to the stairway width. Sec. 3305(g) A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairway. Sec. 330S(g) A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Sec. 3303U12 Provide details of winding stairway. a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. b. Maximum rise is 9 inches. Minimum width is (see attached) 30 inches. Sac. 3305(d) 5/. Provide spiral stairway details: a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. 3305(f) (see attached) Sprial stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 3305(f) Spiral stairways must have a clear walking space of 26 inches between tha column and handrail. Sec. 3305(£) Provide I.e.3.0. Reasearch Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Sec. 306(a)4B and Sec. 306(f) In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stairways is exempt. Sec. 3305 Exterior stairways shall not project into the 3 foot setback from the property lines. Sec. 3305(n) / The walls and soffits of the enclosed useable space under interior stairs shall be protected on ihe enclosed side as required for one-hour firs-resistive construction. Sec. 3305(m) Minimum construction specifications shall be made a part of the approved plans. I Sea attached) S. HOOFING Jo. Specify roof pitch. ^i. Roof pitch is not adequate for roof type specified. Specify minimum pitch of >2. Specify roof material and application. IA, Specify I.C.9.0. approval number for roof materials not covered in CJBC- Yk. Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a) ?4. Show roof drains and overflows. Sec. 3207(a) 1/6. Provide skylight details to show compliance with Sections 3401 and 5207 or provide ICBO approval number. ?X. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attice area if at least 50% of the required vent is at least 3 feet above ceiling joists. Sec. 3205(c) H. MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Sec. 3707 Show veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 2516<a> regarding ties and *9 wire in horizontal joints or note construction to be per attached sheets 30-1 or 30-2. Show height and construction details of all masonry walls. Chapter 24 Note that cleanout openings shall be'provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Sec. 2415 Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 Provide material specifications for mortar, grout, masonry and reinforcing steel. Sec. 2403 Show how masonry house walls retaining earth are to be waterproofed. Provide detail. Note that special inspection of the masonry will be required for ,. . G. ^.GARAGS AND CARPORTS .Garage requires one-hour fire protection on the garage side of walls and ceilings common co the dwelling. Table 5-9 Sec.503(b) .All elements supporting floor above garage to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and posts, not within the wall or ceiling con- struction, must comply with UBC, Table 43-A. or be minimum 6" dimension beam and minimum 8" by 8" post. r f I aft. H. 119. 122 Show I 3/8" solid core self-closing door for openings between garage and dwelling. Sec. 503(d) Garages are not permitted to open into a roam used for sleeping purposes. Sec. 1104 Openings between carport and residence require self-closing doors and stationary windows. Sec. 1214 Show garage framing section, size of header over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE; Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2*8". Table 24-: Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary means of egress from the building. If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements* and the door must not swing over the depressed level. (see 3303(i)2 and 3305 (g). Provide 18" raised platforms for any FAU, water heatar, or any other device which may generate a flame or spark. Note that continuous fire wall protection shall be installed behind raised platform(s) prior to framing platform. FOUNDATION JtEQOIB EHENTS Note on plans that'A soils engineer shall eva-luate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction". Sec.306(a)12. Submit soils classification determination by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 The foundation plan does not comply with the soil report recommendation for thisproject Provide notes on the foundation plan listing the soils report recommendations for foundations. slab and building pad preparation. 124. Note on the foundation plan that "Prior to the Contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: 1. the building pad was prepared in accor- dance with the soils report: 2. the utility trenches have been properly backfilled and compacted, and: 3. the foundation excavations, forming and reinforcement comply with the soils report and approved plan." 125. Provide spread footings for concentrated loads designed for 1,000 PSF soil bearing • or per bearing value as determined by an engineer or architect. Chapter 29 V79 L/0 Show height of all foundation walls. Chapter 23 Show height of retained earth on all foundation walls. Chapter 23 Show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29 Mote on plans that wood shall be 6* above finish grade. Sec. 24l7(cJ 7. Mote on plans that surface water will drain away from building and show drainage pattern and key elevations. Sec. 29051f) Dimension foundation per Table 29A. TABLE NO. 29-A—FOUNDATIONS FOR STUD BEARING WALLS—MINIMUM REQUIREMENTS NUMBERorSTONES 1 2 3 THICKNESS Of FOUNDATION WALLKnelt*) CONCRETE 6 S 10 UNIT MASONRY 6 S 10 WIDTH OF FOOTINGiliichts) 12 15 IS TNICXHESS OF FOOTING (IflCfcK) 6 7 8 DEPTH OFFOUNDATION •ElOWNATURAL SIMMCEOF GROUND 6JUOE(iMiMf) (2 18 24 /• / Mote cross bridging or blocking. Floor joists and rafters more than 12* in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2506ig) Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Sec. 2506(g) Show solid blocking at ridge line and at exterior walls on trussed roofs. Sec. 2506{g) Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Sec. 2518Cd) S Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel. Sec. 2S18(h) 1*7. Show rafter purlin braces to be not less ' than 45 degrees to the horizontal. Sec. 25l8(h) L/6 I. NOTES: Where unusual condition* or frolt cooditioni ire found, footings and foundation* ihall be u required in Section 1907 (a). The ground under the Boor m»y be excavated to the elevation of thetop of the foot me. Show foundation sills to b« pressure created, or equal. Sec. 2517(cJ 3. Show foundation bolt size and spacing. Sec. 2907(e) Specify size, ICBO number and manufacturer of power, driven pins. Show edge and end distance and spacing. Sec,, 306(C) Show size, imbedment and location of hold down anchors on foundation plan. Sec. 2312(f) 6. Note on plan that hold down anchors muse be tied in place prior to foundation inspection. Sec. 2312(f) Show adequate footings under all shear walls. Sec. 231He) Show stepped footings for slopes steeper than 1:10. Sec. 2907(c) Show minimum 18* clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Sec. 2S17 Show pier size, spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of I8"x 24". Sec. 2517 Show minimum under floor ventilation equal to 1 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate- ly opposite sides. Sec. 2517 FRAMING * 1icen top f / V77, Show 1/2" minimum clearance between plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) Show double top plate with minimum 48* lap splice,. Sec. 2518(g)4 JJiJP»»naili,ng will be in compliance with Table 25-P. Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2S17(f) Show stud size and spacing. Maximum allow- able stud heights: 2"x4"3 16" is 14'; 3"x4"t2"xS-a I6"o.c. is 20'. Sec. 2518fg)2 Note an A.l.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection. Sec. 306(fl Detail all post to beam and post to footing connections. Sec. 2517{c) 4 Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables I,J,K). Show 3"x4" or 2"x6" studs in first story of three story building. Sec. 25l8(f) 7. Provide truss details and truss calculations. Provide roof framing plan. Sec. 302(a)7 Provide framing sections through Show all joists, rafters, beams, and posts 2" to 4" thick to be Mo. 2 Grade Douglas Fir-Larch or better. All posts and beams 5" and thicker shall be No. 1 Grade Douglas Fir-Larch or better. (Table 25-A-l) Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in brace or equivalent. Sec. 2S18(g)5 Section 302(a) 7 '0. Specify all header sizes for opening over 4' wide. Sec. 2518(g) 7 Provide calculations for Section 302(a) 7 In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by piers projecting at least 2" above the finished grade and shall bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar, sec. 2517(c)4 I a/ 18 Show location of attic access with minimun size 22" x 30". Sec. 3203 Show draft separation for attic areas in excess of 3,000 sq.ft. Sec. 3205 Show draft separation for apace between dropped ceilings and floor above in excess of I'.OOO sq.ft. Sec. 2517 Specify plywood grade and panel indenti- fication index. Table 25-J When roof pitch is less than 3:12, design ridge as a seam. Sec. 2519 (h) Wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in height. Sec. 25l6<b) Gypsum lath and plaster, gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete construction. Table 47-1 _ __ yA 1C. Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. Sec. 708 & 709 UMC Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 708 UMC Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Sec. 708 UMC Show details to comply with Section 409 for furnace under the floor, Section 708 for attic furnace, or Section 710 for roof or outside furnace. Note on plan, gas vents and non-combustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC Sec. I706(a)6 ELECTRICAL (National Electrical Code) If cripple wall studs are less than 14", framing shall be solid blacking. See.25lB<g)6 All wiring shall comply with the National Electrical CoeCode zrf. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Sec. 25iatg)6 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Sec. 25l7(g) 3 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Sec. 4706leJ Provide an approved waterproof building paper under wood siding. Sec. 1701(a) 19$. Specify an approved flashing for exterior / openings and parapet walls. Sec. 3208 19«. Show corridor width to be minimum 36". / Sec. 3304tb) / . Specify truss layout for 30" x 30" attic access. 198. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sec. 2S13(h) 3 199. Provide metal straps across ridge beam and rafters. J. MECHANICAL 1. Note on the plan the amperage of electrical service. If the electrical installation is more than 200 amperes, show panel location and provide a single line diagram and load calculations including: a. Wiring method employed. b. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. c. Approximate length of service feeders. d. Provide plot plan showing services, all panel locations, circuit arrangement and load distribution on panel busses. e. Provide typical panel schedule(s). Dwellings require minimum 100 amp service. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in _______^^___ All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 206. show the size, location and type of *11 / heating and cooling appliances or systems. 101. Show source of combustion air for furnace ' will comply with Chaper 6, CJ.M.C. Every dwelling unit shall be provided with heating facilities capable of maintain- ing a room temperature of 70° F. at 3 feet above the floor in all habitablerooms. Show basis for compliance. UBC Sec. 1211 Show minimum 30" deep unobstructed working space in front of furnace. Mote on plans,clearances to be per manufac- turers listing. Sec. 704 CJMC Furnace shall not be installed under any stairway. Sec. 704 UMC Furnace shall not be installed in any bedroom, bathroom, closet, or -,n confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heacing appliance Sec. 704 UMC Show IC3O approval for prefab fireplace and provide approved installation instructionsat job site. L. At least one receptacle shall be installed ouCdoors, in basements and attached garages, other than laundry outlets. Art, 210-25(b) Show minimum dwelling lighting (NEC Art. 210-26(a) and GFI'S in garage, baths and outdoors. NEC Art. 210-8(a). Note "UFER" ground to be provided (NEC). Art. 250-81 PLUMBING tUnifora Plumbing Code) All plumbing shall comply with the Unifrom Plumbing Code. Show water heater size, type and location on plans. Show method of providing combustion air to fuel burning water heater. Sec. 1307 yt. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1309 Provide adequate barrier to protect water heater from vehicle damage. Sec. 1310 Show T and P valve on water heater and show route of discharge line to exterior Sec. I007tel Provide dryer vent to outside. UMC Sec. 1903 Note on the plan that hose bibbs and lawn sprinkler systems shall nave approved backflow prevention devices. Sec. 1003 Shower stall shall accomodate a JO"circle and have a minimum floor area of 900 sq.in. UPC 909(d) m. Show Jetiili of iuplex cownon .par=yi - ind floor. =eiUna jjs»»oiies :o icnuive a Sound TransausJion CU*« 'STCI racing in -all* at 10 <leciui.'S -»«<» -"> f*P*«* tnaul*cion Class ittCl racing on tloor. ceiling 3( 10 Uecinle*. Title IS Shaw sow penetration of assemblies for piping. aleczricaU devices, cecessed Satntuos. aaffits, <sr weeing ventilating.or exnause duets snail be sealed, lined, oc insulated so Mine*in required sound transmission fiting. Title 13 Provide insulation in walls *«d ceiling CO achieve STC of 50 b«ew«*n garage •"•living irea if garage uaet is noe controlled by resident Tlele 23. PmtCY COmSgaVATIOHi Pleaeet Bead New State Mandated Regulations(Calif. Admin. Code) became effective June 16, 19*3 and require that thedesign satisfy ana of the alternativeenergy packages (*•« attached package* A. B. C, 1, 2, 1, 4 and AS 162). Th* law also r«quir«» that many mandatory conservation ieans b« * in yf. Copies of the Residential Energy Conservation Manual may be obtained from) Publications Unit. California Energy Commission, 1111 Howe Ave, HS-SOSacramento, California 95325, (Tel. (916) 920-621O). California Building Officials also maintain a telaphone•hotline" between 10:00 A.M. and Noon and ItOO P.M. to 4iOO P.M. at (91*) 454-3123. . Show on the title sheet of the? plans, the alternative energy package that was selected i.e. A, B, C, 1, 2, 3, 4* or AS 162 to show compliance, and provide calculations and other data, appropriate to that selected package.301. The responsible designer should sign a statement, on the plan title sheet,•The design submitted substantially conforms to the Energy Regulations for Residential Buildings". Show the "B* value for the walls and ceiling and related areas. Nate Chat the insulation used shall comply with California Quality Standard*. Note the insulation installer shall post a signed certificate, in a conspicious place in the building, s.tating the insulation complies with Title 24, Chapter2-53 and Title 20. Chapter 2. Subchapter 4, Article 3. Note doors and windows, including skylights, between conditioned and non-conditioned space shall be fully weatherstripped. Note on the framing plan that weather- stripping, caulking or sealants must be used to limit filtration in the building envelope at the fallowing location*!Exterior joints around windows and door frames; between wall sole plates and floors,and butv««n «xc«rior wan panels; penetrations in walls, ceilings, and floors for plumbing, electricity, and gas l;n*s; openings in attic floors; and jll otner openings in the buildingenvelop^, Note *,n*t doors and windows to be certified and tdceled as complying with tne Energy Regulations. Note fans txhausting air to have back draft dampers. w€. Note at the exterior wall fireplace "Fir-place to nave minimum six square inches of outside air: co have glass or metal door covering the entire openingof Che firebox; to have eight-fitting: damper with readily accessible control and should not have a continuous burning pilot lignf. Nate ducts shall comply with Chapter 10, 1976 UMC and shall be tightly sealed with mastic or tape. Note at the water heater location "water heater to have wrap of R-12 externalinsulation". Note, where water heater is in unconditionedspace, the first five feet of outlet pipe to have R-3 wrap. Note all circulating hot water pipes in unconditioned spaces shall be insulatad. Nate that all gas fired heating and cooling appliances, showers and faucets shall comply with the Energy Efficiency Standards. Show, at bath and kitchen, that the general lighting shall have an efficiency of not less than 25 lumens per watt i.e. florescent. Note that heating or cooling systems (except heat pumps) shall have an automatic* thermostat witn mechanism which can bet manually programed to automatically set back the thermostat set points for ac least two period* within 24 hours. Show the size, type and location of the apacu heating (or cooling! system outputJTU/Hr 43,3 Show Mke and nodal far NU1 aiwi water heater are on State appmved Use. Outdoor pools wten fosatl fuel .lea earsrequire pout cavers a* w«il «• oeaer energy laving device* tuen a* cue eiocxs. *ee. 720-1 *0« HISCSLLAKBOgS Show a niniaum 2* air space and flashing between planter and building walls. Sec. 2517<«) Specify material co be used under site shower tile. Sec. 1707 (ti Specify lath and plaster co comply with Chapter 47, USC. Two 3/4" copper pipes must be installed from water heater location ca convenient location of future solar panels (City Ord.) Provide sleeves (roof jacks) in roof for two future 3/4" copper pipes to cunvenient location of future solar panels (City Ord.) Mote t.iat solar va:sr piping is to be insulated in areas cf.a? ac* not ^eatsd or cooled. !Ciey Ord. I Q Building plans are substantially correct and complete. •yi Date i. G Building plans would be substantially correct and complete is minor corrections ar« made ae counter. By: Date: uilding plans require major corrections andcomplete plan racheck, by plan check engineer, is required. i -— By; *J IvVl Datet ^ ^A ^ "* It you have any questions regarding this plan check, please call. at C^l^ ) *-a GaO we would also be pleased to meet with you. at no charge, if additional aesistanci is needed. MOU O TUlfl CAP Or 3 gpg \-Kps i u •; u M *• M -a 3 € ci ? J £ =| I ill!-» 3 * £ *!•»!W =S ° *5 » TlSlSsS!11*13-« '3 -a £ *s «> «•* 5SE'S'S-g9 _ uv f? ^S I-Mft covered by Ite No. 6 whichnd the lowest edge is less thanalking surface within 36 inchech glazed panels may be prote1 Vi inches in width when locg-sa-sum - ti % t vc the walking suiAu)ween 24 and 36 inche: exempt from the5 | s products, material!on '*EXCEPTION: The folkve hazardous locations:5* -"f *•" *"• si.-f. M e * *. *" "O -~ » V o m WA -8S 0Jt •—•a ° IIi -°i SQ. Mft M JI .2U M)-S -am £ " *•g-2 •5 o* «•c £an i 3 W . Openings in doors (hro:. Assemblies of leadede ' |- a i<ft i Ti J*on or in locations-TWO- *O«A.]S M d for decorative purposenNo. 6 or 7, above.E"j»"3 t B rved glazed panelso 3 >. Glazing materials usedi net glazed doors..0M^j •gi& "5 |3 0U 1 = I*.e^1 — ^s^- °u T3 M wardrobe doors,5 Me'i5 diI 2 ?•g at/j forth in U.B.C.a•*tOJ .B.C. Standard3 <—o M BU H5o-e VIO 1 U w :nts for safety glazingi glass must also metPart II.i breakage occurs£V. 9 i I shall be modifiedMS 3 IXCEPTION: The imp;lies, the test shallinches is reached.*3 = *^ia!>ped from the hei{inches until the mvE" —f£' 0.2 <*:n the impacting object :gress in height incrementhall open outwarM j/1i >hower Doors07. Hinged shower dcGLASS AND GLAZINGSec. 5401. (a) General. The provisions of this chapter apply to:1 . Exterior glass and glazing in all occupancies except Groups R and M notover three stories in height; and2. Interior and exterior glass and glazing in all occupancies subject to humanimpact as specified in Section 5406.(b) Standards. Standards for material shall be as specified in this chapter andU.B.C. Standard No. 54-1.Standards for glazing subject to human impact (hazardous location) as spec-ified in Section 5406 shall be as specified in U.B.C. Standard No. 54-2.(c) Other Provisions. See Part IV of this code for additional glass require-ments where openings are required to be flre protected and Section 5204 foropenings glazed with plastics.IdentificationSec. 5402. Each light shall bear the manufacturer's label designating the typeand thickness of glass. When approved by the building official, labels may beomitted, provided an affidavit is furnished by the glazing contractor certifyingthat each light is glazed in accordance with approved plans and specifications.Identification of glazing in hazardous locations shall be in accordance withSection 5406.Ares LimitationsSec. 5403. Exterior glass and glazing shall be capable of safely withstandingthe loads set forth in Tattc*ae6?3* acting inward or outward. The area ofindividual lights shall bcjnot more than set forth in Table No. 54-A or as adjustedbyTableNo. 54-B. *!b«..t-0i£*ilGlazing SupportSec. 5404. Glass firmly supported on all four edges shall be glazed withminimum laps and edge clearances set forth in Table No. 54-C. for glass notfirmly supported on all four edges, design shall be submitted to the buildingofficial for approval. Glass supports shall be considered firm when deflection ofthe support at design load does not exceed '/ITS of the span.Louvered WindowsSec. 5405. Regular plate, sheet or patterned glass in jalousies and louveredwindows shall be no thinner than nominal T/u inch and no longer than 48 inches.When other glass types arc used, design shall be submitted to the building officialfor approval. Exposed glass edges shall be smooth.Wired'glass with wire exposed on longitudinal edges shall not be used injalousies or louvered windows.Ssfety GlazingSec. 5406. (a) General. Glazing subject to human impact shall comply withthis section.EXCEPTION: Louvered windows or jalousies complying with Section 5405need not comply with Subsection (c) of this section.(b) Idenlificallon. Each light of safety glazing material installed in hazardousjocations as defined in Section 5406 (d) shall be identified by a label which willspecify the labeler, whether the manufacturer or installer, and state that safety Jurisdiction Prepared by: VALUATION AND PLAN CHECK FEE Q Bldg. Dept, 0 Esgil PLAN CHECK NO. BUILDING ADDRESS 2? <?/$ APPLICANT/CONTACT BUILDING OCCUPANCY PHONE NQ. -^> . /V DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION ^/V//U6- <^&?'<3&tf& Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA Jf>J>f~j* c3/ ^>7Z # Q VALUATION MULTIPLIER S'S.ec* ^ /3* 06 = @ @ @ VALUE Z05;?65~ 74&C> 2/%5W Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1) Q Handicapped Regulations (Fee x 1.065) •_•• t Building Permit Fee $_ Plan Check Fee $ COM ME NTS; 8/4/82 PLAN CHECK HUM8ER ADDRESS^? 0 Received PLANNING!TYPE OF STRUCTURE ZONE: CIIY OF, CARLSBAD REVIEWERSCHOOL FEES: SAN DIEGUITO.. CARLSBAD % COVERAGE ENCINITAS SAN MARCOS BUILDING HEIGHT_ FENCES/WALLS / \ / TWO CAR GARAGE \\) REQUIRED SETBACKS, FRONT SIDE REAR COMMENTS: ins»:oM Q(_. L,J O 0£ U! (—i OS r3o:o(_> REDEVELOPMENT APPROVAL REQUIRED: : o* I I3 UlJQ: | 1 LANDSCAPE PLAN COMMENTS: ENVIRONMENTAL REQUIRED: ADDITIONAL COMMENTS: OK TO ISSUE:DATE:OK TO FINAL:DATE: \ IX. ENGINEERING P.F.F. R.O.W: A//V LEGAL DESCRIPTION VERIFIED? _ PARK IN LIEU _ IMPROVEMENTS: * A.P.N. CHECKED?^? E.D.U: LATERAL:DRIVEWAY : So a: =)o: cyo LUo ae GRADING PERMIT: DRAINAGE: EASEMENTS:COMMENTS/ ^-^) OK TO ISSUE:DATE: * ENGINEERING INSPECTION REQUIRED: 4fe PUBLIC WORKS INSPECTOR:_ FINAL OK: ^M^~DATE: IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite 8 SAN MARCOS. CALIFORNIA 92069 (619) 744-0111 joa.&£$ I &GAJC& SHEET NO..or. CALCULATED BY. CHECKED BY SCALE DATE. DATE. &£> &-£2*0 2-i 'f*f ft? 7 **F -—-*—•>^/>-^^ * 0- - o - 2- . PL " LL * SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Or. Suite B SAN MARCOS. CALIFORNIA 92069 (619) 744-0111 JOB- SHEET NO. -Of. CALCULATED BY. CHECKED BY SCALE DATE. OATS. = '9...?} // SAN MARCOS ENGINEERING Civil Engineer* 380 Mulberry Dr. Suite B SAN MARCOS, CALIFORNIA 92069 (619)744-0111 JOB- SHEET NO. CALCULATED BY. CHECKED 8¥ SCALE — OF — DATS. DATE- yy*y BH , Vt'SJ/lnc. SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS, CALIFORNIA 92069 (619) 744-0111 JOB- SHEET NO..OF./9 CALCULATED 9V. CHECKED BY SCALE DATE. DATE. //v r - • SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Or. Suite B SAN MARCOS. CALIFORNIA 92069 (619)744-0111 SHFST MO ,. .„ 4" CMCiK.«i«r0 BY pwprKcn av SCALE — n»re tu- SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite 8 SAN MARCOS. CALIFORNIA 92069 (619) 744-0111 JOB- SHEET NO. CALCULATED 9Y- CHECKEO 8Y SCAL6 or — OATC. DATS- rf y, ^ ^ - I- JT ./ TV SAN MARCOS ENGINEERING Civil Engineer* 380 Mulberry Or. Suite 8 SAN MARCOS. CALIFORNIA 92069 (619) 744-0111 JO8- SHEET NO..Qf. CALCULATED BY. CHECKED 8V__ SCALE DATE. DATE- 9)7 J SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS. CALIFORNIA 92069 (619) 744-0111 SHEET MO .., . , ' r»irni irep ^v «r.»i f / & n*r« - /. SAN MARCOS ENGINEERING Civil Engineer* 380 Mulberry Dr. Suite B SAN MARCOS. CALIFORNIA 92069 (619) 744-0111 JOB. SHEET NO..or. CALCULATED BV. CHECKED BY SCALE DATE. DATE. f> SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Or. Suite B SAN MARCOS, CALIFORNIA 92069 (619) 744-0111 JOB- SHEET NO. -OF. CALCULATED BY, CHECKED BY SCALB DATE. DAT€. (JO V- . 0) SAN MARCOS ENGINEERING Civil Engineer* 380 Mulberry Or Suite B SAN MARCOS, CALIFORNIA 92069 (619) 744-0111 JOB. SHEET NO.. CALCULATED BV, CHECKED SY SCALE OF — OATB. DATE. X -X- J>/Kecf7*fiJ r ^ 10 ft y SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Or. Suite B SAN MARCOS, CALIFORNIA 92069 (619) 744-0111 JOB. SHEET NO..Of- CALCULATED 8V. CHECKED BY SCALE DATE. OAT6. *<* "WP »W ._5H*'*. &*» *• I SAN MARCOS ENGINEERING Civil Engineer* 380 Mulberry Dr. Suite 3 SAN MARCOS, CALIFORNIA 92069 (619)744-0111 JOB. SHEET NO.or. CALCULATED 8Y- CHECKED BY SCALE DATE. DATE. F r « -2,7* SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Or. Suite B SAN MARCOS, CALIFORNIA 92069 (619) 744-0111 JOB- SHEET NO.. CALCULATED BV. CHECKED DV - OF_ QATf, DATE. SCALE = 1*70 SAN MARCOS ENGINEERING Civil Engineer* 380 Mulberry Or. Suite B SAN MARCOS. CAUFORNIA 92069 (619) 744-0111 JOB. SHEET NO.or. CALCULATED SV. CHECKED BV SCALE DATE. DATE. 2- - **Bg IBM t^cUg m. GMK «« UUL SAN MARCOS ENGINEERING Civil Engin«0rs 380 Mulberry Dr. Suite B SAN MARCOS. CALIFORNIA 92069 (619) 744-0111 JO*. SHEET NO. CALCULATED 8V. CHECKED BV 3CALC Qt—. DATE. DATE. = £707' (*> 9 /*' SAN MARCOS ENGINEERING Civil EngiriMrs 380 Mulberry Dr. Suite B SAN MARCOS. CALIFORNIA 92069 (619} 744-0111 JOB. SHEET NO. CALCULATED BV. CHECKED BV SCALE Of — OATC- DATE. .- /-£3 T <^ iitn. SAN MARCOS ENGINEERING Civil Engin««fi 380 Mulberry Or. Suite 8 SAN MARCOS. CALIFORNIA 92069 (619) 744-0111 JOfl- SHEET NO.. CALCULATED BY. CHECKED BY SCALE OF — DATE. OATC. SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS, CALIFORNIA 92069 (619) 744-0111 JO8- SHEETNO../Of.f / CALCULATED CHECKED BY- SCALE DATE. OATB. W f* n Mi 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 IS 19 f •nrea WTERIAL i" Gypsun Board (5/tf') Vf Gypsun Board (5/8") : i" Gypsun Board (Blkd) 5/8" Gypsun Board (Blkd) i" Gypsun Board <5/8") (&!•£> i" Gypsun Board (Ea.F.) (5/8") i" Gypsun Board (Ea.F.)(Blkd) 5/8?' Gypsun Brd. (Ea.F.) (Blkd) 3/S" Plywood (Std) 3/&" Plywood (Std) 3/S" Plywood (Std) 3/8" Plywood (Std) 3/8 " Plywood (Struct. I) 3/tf ' Plywood (Std) (Ea.F.) 3/8" Plywood (Std) (EA.F.) b/S" Plywood (Std) (EA.F.) ijfl^rior Face- jtucco/fnta-ior >ypsun Board ict. Face-Stucco [ntfrCyp.Bcard ict. Face-Stucco Cnt^Gyp. Board yfe Q<*£M NAILBC O/C/E* 5d C.N.97"(6X6d) 5d C.N.9 ft"- (6)(6d 5d C.N.9 4" id C.N. 9 4" a C.N. @ ro.c.(6d a C.N. @ »"o.c. 6d a C.N. e 4" id C.N. 9 4" W@6" o.c. a@4" o.c. ttea" o.c. 8d@2" o.c. sder o.c. 8d@4" o.c. 8d^2i" o.c. 8d@2" o.c. 5d C.N.@ 7" O.C. (6d) 5d C.N.@ 4"o.c.6d 6d C.N.@ 4" o.c. g»/^- A-BCUSeRC. ^R 3CARWAIL i"rf x ior AB. ^72" J"rf x ItT A.B. §72" l"rfxiorA3. §72" i" i x IQT A.B.$&* i" ^ x UT A.B. §4BT i" rf x icr A3. C48T1 5/8" rf x 1(T A.B. @ 48" 5/8" i x IQT A.B. 9 32" 5/8" rf x l<r A.B. @ Atf' 5/8" i x 10T A.B. @ 32" 5/8" i x Itf1 A.B. @ 24" 5/841 «i x 10T I.B. § 24" 3/4" ^ x 12" *.B. $ 24" 3/4" * x 12" I.B. @ 24" 3/411 rf x 12" I.B. $ 16" 3/4" 4 x 12" A.B. @ 16" t" i x Itf' l.B. $ AS" r" ^ x io^( A.B. @4S" 5/8" ^ x 10 ' A.B. 9 32" ;. Ft&J>- POtB IRIVQf ANOOS9SII1 RarBec*3348 924" %nBetJ3348 924" • RaiBetl3368 924" Ranset 13368 916" W/4xA 9 E^ges W/4x4 9 Edges ( SUL NAIL. 0/C I6d9l2" O.C. 16d9l2 o.c. I6d9ar o.c. J6d@8" o.c. I6d96" o.c. L6d 9 6" o.c. \(A 9 4" o.c. L6d 9 4" o.c. 6d96" o.c. 6d94" o.c. 6d 9 5" o.c. L6d 9 2i" o.c. 6d 9 2-f(2 *owStagR.; 6d 9 T(2 low Stagg.i 6d 9 li" 2 RowStaf 6d 9 li" Row Stags 6d@6" o.c. 16d 9 6" o.c. 16d 9 4" o.c. T.N.OOXNAIL. OA; I6d 9 6"o.c. I6d 9 6" o.c. 16496" o.c. 16d 9 6" o.c. 16d96" o.c. L6d 9 6" o.c. aljnpson U5924" >infison O5 9 16" linpson (35924" >impaon K35 9 16" iimpecn O5912" )impson 05912" >iflfjson G59&4' >infGon A3598f* >impson A35 )9 12"«.si linipscn A35 $12"ea si 6d 9 6" o.c. 16d 9 6" o.c. Simpscn A35 9 16" ffmr. SffiAR/llFv-ioo V-125 V-150 V-175 V-200 V-250 V-300 V-350 V-265 V-385 V^92 V-635 V-730 VW770 V-1135 le V-1210 e V-200 V-250 V.350 <*4*'2A we 4*+ 2/28 JJG re 85-44 Client was mistakenly told he could comply with Type A expansive requirements and not have to supply soils report. Told him he would need a soils report and eliminated the page in our files you see (so mistake will not occur again) duplicated on his plans./ He will get soils report but states loan is funded and requests you recheck and let me check soils report requirements at counter. Seems fair and I will do when you return these. Carter Preliminary Soils Investigation Report and Foundation Recommendations of Lot $5 La Costa Estates North Map 7637, AP# 215-490-33 2910 Candil Place Carlsbad, California for Ed Hughes Construction SAN MARCOS ENGINEERING Civil. 3SO SAN MANC3*. CA T44-OI 1 I March 9, 1985 R.E. Hughes Construction Company General Building Contractor P.O. Box 1146 Vista, Ca. 92083 Re: Lot #5, La Costa Estates North Map 7637, AP# 215-490-33 2910 Candil Place Carlsbad, California Gentlemen: As per your request, we have performed a preliminary soils inves- tigation at the above referenced site and this report is presented as regards our opinion of the site soils engineering factors that may affect your project. Description of Site The project site is located off the cul-de-sac of Candil Place in Carlsbad, California, specifically Lot 5 of the La Costa Estates North development. The site is on a slight sloping terrain towards Candil Place. The back side of the lot slopes towards a canyon. The lot is vacant. Wild vegetation, chaparral grow at the site. Some rock outcrops were observed in the lot. Plate 1 shows the Vicinity Hap. Some loose surface shale rocks were observed scattered at the site. SAN MARCOS ENGINEERING CIVIL. ENOINCCA*. 3oii_* » FOUNDATION _ nPage 2 Hughes Soils Report, Cont'd... Description of Project The project is for the construction of a single family residential house structure of frame construction with tile roof and stucco wall. No heavy loadings are expected at the project site. The house will be two stories. There will be minimum grading of the site to form a house pad. Purpose of the Soils Investigation The purpose of the soils investigation is to determine the physical characteristics of the existing site soils and to make a report and foundation recommendation. The Soils Investigation Program The soils investigation consisted of ocular observation of the site soils and the conduction of a field subsurface exploration. The ocular observation is to detect any obvious surface cracks or soils failure, landslides or erosion problems that may affect the site soils stability The subsurface exploration is to determine the subsurface soils stra- tification and identify the soils and its characteristics. Findings The existing surface soils appear to be stable. No obvious signs of soils cracks or failure were observed. No erosion problem was observed. It appears that the site is properly drained. Some trash pile was ob- served. A motorized backhoe was utilized to excavate 3 test pits, Plate 2 3QO SAN MAHCOS. CA 3SO9* 1019) 7-1A-Q1II SAN MARCOS ENGINEERING CIVIL. CNOINCCMS. 3oiu* A ^OUNOATIOM PflCrp "\ Hughes Soils Report, Cont'd... shows the site and plot plan of the proposed project. Plate 3 indi- cate the location of the test pits excavated for exploration purposes. The pits are marked T-l to T-3, inclusive. T-l was excavated to a depth of 5* while T-2 & T-3 were excavated to 41. The test pits exca- vated were under the supervision and observation of a soils engineer. The soils encountered at the test pits were visually identified and classified in the field in accordance with the Unified Soils Classi- fication System as shown in Appendix E of this report. The soils encountered were logged and the boring logs are shown in Plates 4 to 6, inclusive. Bulk samples were procured and brought to the laboratory for further identification, classification and tests. A generalized soils profile of the existing soils can be inferred from the log of the soils encountered and can be described as fairly uniform and consisted of about 1.5 feet to 2 feet of brown to reddish brown, dry to moist, compact to very compact Sandy Clay, some shale rock bits and overlying disintegrated Shaly rock which is rippable to about a depth of 4 to 4.5 feet below surface. It was observed that the deeper rock has less cleavages for ripping. No water was observed in all the test pits. A clay seam which appears to be wet was observed at the interface between the clay stratum and the rock as indicated in T-l log at a depth of 3.7*. The vertical and horizontal limits of the rock can not be ascertained at this time without a more detailed subsurface exploration. It is possible to find rock at shallow depths in some areas as some rock 3SO MuLae^sv CJwivs. auire a SAN MAKCO9. CA 12O«« <o19l 744.Olll SAN MARCOS ENGINEERING ClVII. gNOINCKRS. 3OI<-» A FOUNDATION _. ,Page 4 Hughes Soils Report, Cont'd... outcrops have been observed within the project site as indicated in Plate 3. The sandy Clay appears to be expansive in our estimation. Laboratory Soils Testing A maximum dry density test was made of the reddish brown to brown sandy Clay material and the result indicate the soil to have a maxi- mum dry density of 117 pcf at an optimum moisture content of 1270. A field density test was taken at location D-l as indicated in Plate 3 and the result is shown in Plate 7 which indicate a relative den- sity of the near surface soils at 91.5%. Conclusion and Recommendations 1. It is our opinion that the existing soils can safely support the proposed structure planned for the site, however, the following recommendations should be observed during the design and construction of the structure. 2. The site should be cleared of all weeds, trash, vegetation and other deleterious materials within the limits of construction prior to grading operations. The Earthwork Specifications found in Appendix A of this report forms part of these recommendations, 3. We recommend the proposed structure to be founded with standard soil bearing footings with an allowable soil bearing pressure of 1800 psf. The bottom of the footings should be founded to at least 24" below existing ground surface or adjacent finish grade. Perimeter wall footings should be at least 18" wide and continuously reinforced SAN MARCOS ENGINEERING CIVIL.. SOILS 4k Page 5 Hughes Soils Report, Cont'd with at least l-#5 bar placed 3" above the bottom of the footing and l-#5 bar placed 2" below the stem of the footing or floor slab. Isolated footings should be at least 24" square and reinforced with 2-#5 bars placed each way. 4. Slabs on grade should have a minimum thickness of 4" and reinforced with welded wire mesh placed at midheight of the slab. The slab should be underlain by at least 4" of sand placed over a 6 mil vapor barrier which is underlain by an inch of sand placed over the prepared sub- grade. The subgrade should be wetted to at least 470 above the moisture content(optimum) of the soils prior to placing the sand over it. 5. In areas where rock are found to be at shallow depths, it is reco- mmended that the disintegrated rock be removed. Footings should be at least 12" into good competent rock. 6. Footings placed in fill areas should be positioned-as indicated below: X"Finish Grade 5 ' min .t -Footing 7. Cut and fill slopes should be no greater than 2:1 horizontal to verical ratio. 3SO MULBE^HV Dnivc. 3AN MARCOS. CA 92O«« SAN MARCOS ENGINEERING Civil. eN<3i(-t«i«». Son-S & FOUNDATION Hughes Soils Report, Cont'd... 8. The San Diego County Standard Drawings & Specifications for design of retaining walls maybe used in the construction of retaining walls for the project. 9. Blasting of near surface rocks maybe necessary to achieve the designed pad. The limits of the rock are unknown at this time. 10. All surface water runoff should be directed away from the found- ation system positively. If you have any question about this report, please call 744-0111. Very truly yours, SAN MARCOS ENGINEERING Distribution: (4) Addressee 33O Muuaenw SAP* MAfatcas. CA SAN MARCOS ENGINEERING Ovii_ eisQ North PLATE 1. VICINITY MAP Project: Residence 2910 Candil Place La Costa, Carlsbad No Scale Reference: Thomas Bros. Map Page 20 C-4 33O Q_ Q LlJ to 03 O V)<S> O SAN MARCOS ENGINEERINO ClVtt_ pLATE sao SAN MAHCO*. CA *aa««ifl 191 74A-OI 1 1 Soring No._ . . / .of. SWFMSON BORINGS FOR CAMDIL P CONTRACT NO.PURPOSE j LA CQgTA SAN MARCOS ENGINEER,N<3 pLATE 5. BORINGLOG Civn. EN<ZLNCIM». Sotua 38O MUU««WV OMlVI. • AM MAHCO*. CA *aO«« Soring No._ Sheat No.___L_of 1-2 BORINGS FOR SWENSON RESIDENCE, CANDIL PLACE. LA COSTA 'ffytG fi^ jTi'C^& t^+4/i ^'St'/fr e2^ /_ 0 *~n ^sT/^y^^ztT^e^C ^f/C ^~7 SAN MARCOS ENGINEERING .. so.,.* ft FouNo*r.<w PLATE 6. BORING LOG 3SO Soring No..T~ j CONTRACT NO. BORINGS FOR SWENSQN RFSTDENCF. PANFUL Pi Af.F . tA PURPOSE SAN MARCOS ENGINEERING Civil Engineers. Soils & Foundation PLATE 7, FIELD DENSITY TEST Date 3-5-35 * REPORT OF SOILS COMPACTION TEST Project 4t Address SI/Q Location of Test Test No.*••/ Height of Fill <g . Depth of Test Below F, G. U Bulk Density of Test Sand.)Cf 2. Weight of Soil Taken From Test Hole, W2 3. Moisture Content of Soil. Calculated * gms, 4. Dry Weight of Soil From Test Hole, W3 = 0.2205 W2/ (100 + v 5. Weight of Sand Used in Test, W4 » 8. Weight of Sand in Funnel, We - gm. 7. Volume of Test Hole. V * (W4 - W5)/ 453.6xWt 8. Dry Density of Soil Tested. \- w3/ v =pcf 9. Maximum Dry Density of Soil From Lab Tests. W.majc pcf At O. M. C. 10. Relative Compaction ?» * W , / W . x 100ad max Remarks: So a Type : Sketch of Test Location: (No Scale) Other Comnients: 380 Mulberry Drive San Marcos. Ca. 92069 744-0111 Prepared By: * Per ASTM D1556. Sand Cone Method SAN MARCOS ENGINEERING Project! SWENSON RESIDENCE PLATE ft. MAXIMUM HRY DENSITY TFST Moisture vs. Dry Density Curve Soil Type: BROWN TO RFDDTSH RRQWN SANDY CLAY, TRACES OF SHALE BIT Locations 2910 CANDIL PLACE A rOSTA 14VJ 1 JU 0- 120 _ *> _::.":_::::e-t•— •en 2 -__ ._ X1(J CC ~ " Q 1UU go _ -„ __ _i_ L „_..__ -_T j i^ _ • r 7 \ , 1 ' ~t 4 l ? 1 Jj L •* ^ * *" "" k Mb. "* * 2' s^ S ~f t *,-*- -»-. -,;^ , --3" :^^2 > i . LLJ 1 <?;';'"!:?' - a? "'L.BJ 2^•i^', * Z * • ' *£*- ^ 0 4 8 12 16 MOISTURE CONTENT, % Remarks: Test as per A.S.T.M. Designation D 1557-78 Method 20 24 OB DC QD |0< At 7-**-OI i 1 SAN MARCOS ENGINEERING Civil Engineer* 380 Mulberry Or. Suite B SAN MARCOS. CALIFORNIA 92069 (619) 744-0111 APPENDIX A RECOMMENDED EARTHWORK SPECIFICATIONS 1. General Description. The objective is to obtain uniformity and adequate internal strength in filled ground by proven engineering procedures and tests so that the proposed structures may be safely supported. The pro- cedures include the clearing and grubbing, removal of existing structures, preparation of land to be filled, processing the fill soils, filling of the land, and the spreading and compaction of the filled areas to conform with the lines, grades, and slopes as shown on the approved plans. The owner shall retain a Civil Engineer qualified in Soil Mechanics (herein referred to as Engineer) to inspect and test the filled ground as placed to verify the uniformity of compaction of filled ground to the specified 90 percent of maximum dry density. The Engineer shall advise the owner and grading contractor immediately if any unsatisfac- tory conditions are observed to exist and shall have the authority to re- ject the compacted filled ground until such that as corrective measures are taken, necessary to comply with the specifications. It shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction. 2. Clearing, Grubbing, and Preparing Areas to be Filled. (a) All brush, vegetation, and any biodegradable refuse shall be re- moved, piled, and burned or otherwise disposed of so as to leave the areas to be filled free of vegetation and debris. Any uncompact- ed filled ground or loose compressible natural ground, shall be removed unless the report recommends otherwise. Any unstable, swampy, or otherwise unsuitable areas shall be corrected by draining or removal, or both. (b) The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least six inches (6"), and until the surface if free from ruts, hummocks, or other uneven features which would tend to prevent uniform compaction by the equipment to be used, (c) After the natural ground has been prepared, it shall then be brought to the proper moisture content and compacted to not less then 90 percent of maximum density in accordance with the A. S. T. M. D1557-70 method which uses 25 blows of a 10 pound rammer falling 18 inches on each of 5 layers in a 4 inch diameter 1/30 cubic foot cylindrical mold. Page 2 RECOMMENDED EARTHWORK SPECIFICATIONS (CONT.) (d) Where fills are made on hillsides or exposed slope areas, with gradients greater than 10 percent, horizontal benches shall be cut into firm undisturbed natural ground in order to provide both lateral and vertical stability. This is to provide a horizontal base so that each layer is placed and compacted on a horizontal plane. The initial bench at the toe of the fill shall be at least 10 feet in width on firm undisturbed natural angle of repose or de- sign slope. The Engineer shall determine the width and frequency of all succeeding benches which will vary with the soil conditions and the steepness of slope. 3. Materials and Special Requirements, The fill soils shall consist of select materials free from vegetable matter, and other deleterious substances, and shall not contain rocks or lumps greater than 6 inches in diameter. This may be obtained from the excavation of banks, borrow pits or any other approved sources and by mixing soils from one or more sources. If excessive vegetation, rocks, or soils with inadequate strength or other unacceptable physical characteristics are encountered, these shall be disposed of in waste areas as shown on the plans or as directed by the Engineer. If, during grading operations, soils are found which were not encountered and tested in the preliminary investigation, tests on these soils shall be performed to determine their physical characteristics. Any special treatment recommended in the preliminary or subsequent soil reports not covered herein shall become an addendum to these specifications. The testing and specifications for the compaction of subgrade, subbase, and base materials for roads, streets, highways, or other public property or rights-of-way shall be in accordance with the standards of the governmental agency having jurisdiction. 4. Placing, Spreading, and Compacting Fill Materials. (a) When the moisture content of the fill material is below that spe- cified by the Engineer, water shall be added in the borrow pit until the moisture content is near optimum to assure uniform mix- ing and effective compaction. (b) When the moisture content of the fill material is above that spe- cified by the Engineer, resulting in inadequate compaction or un- stable fill, the fill material shall be aerated by blading and scarifying or other satisfactory methods until the moisture con- tent is near optimum as specified. (c) After processing, the suitable fill material shall be placed in layers which, when compacted, shall not exceed six inches (6"). Each layer shall be spread evenly and shall be throughly mixed during the spreading to insure uniformity of material and mois- ture in each layer. (d) After each layer has been placed, mixed and spread evenly, it shall be throughly compacted to not less than the density set forth Page 3 RECOMMENDED EARTHWORK SPECIFICATIONS (CONT.) in paragraph 2 (c) above. Compaction shall be accomplished with sheepsfoot rollers, multiple-wheel pneumatic-tired rollers, or other approved types of compaction equipment, such as vib- ratory equipment that is specially designed for certain soil types. Rollers shall be of such design and maintained to such a level that they will be able to compact the fill material to the specified density. Tamping feet of sheepsfoot rollers shall be maintained such that the soil will be compacted rather than sheared by the roller. Rolling shall be accomplished while the fill material is at the specified moisture content. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient trips to insure that the specified density has been obtained. Rolling shall be accomplished in a planned procedure such that the entire areas to be filled shall receive uniform compactive effort. (e) The surfaces of the fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compacting operations shall be continued until the slopes are stable and until there is no appreciable amount of loose soil on the slopes. Com- pacting of the slopes shall be accomplished by backrolling the slopes in increments of 3 to 5 feet in elevation gain or by other methods producing satisfactory results. (f) Field density tests shall be taken for approximately each foot in elevation gain after compaction, but not to exceed two feet in vertical height between tests. Field density tests may be taken at intervals of 6 inches in elevation gain if required by the Engineer, The location of the tests in plan shall be so spaced to give the best possible coverage and shall be taken no farther apart than 100 feet. Tests shall be taken on corner and terrace lots for each two feet in elevation gain. The Engineer may take additional tests as considered necessary to check on the uniformity of compaction. Where sheepsfoot rollers are used, the tests shall be taken in the compacted material below the disturbed surface. No additional layers of fill shall be spread until the field density tests indicate that the specified density has been obtained. (g) The fill operation shall be continued in six inch (6") compacted layers as specified above, until the fill has been brought to the finished slopes and grades as shown on the accepted plans. 5. Inspection, Sufficient inspection by the Engineer shall be maintained during the filling and compacting operations so that he can verify that the fill was constructed in accordance with the accepted specifications. 6. Seasonal Limits. No fill material shall be placed, spread, or rolled if weather conditions increase the moisture content above permissible limits. When the work is interrupted by rain, fill operations shall not be resumed until field tests by the soils engineer indicate that the moisture content and density of fill are as previously specified. Page 4 RECOMMENDED EARTHWORK SPECIFICATIONS (CONT.) 7* Limiting Values of Nonexpansive Soils, Those soils that expand 3. 0 percent or less from air dry to saturation under a unit load of 150 pounds per square foot are considered to be nonexpansive, 8. All recommendations presented in the attached report are a part of these specifications. SAN MARCOS ENGINEERING Ctvu. £N<3iNccn«, Soil-* * FOUNDATION Natural Ground Surface Stripping Depth: Remove All Topsoil HSlope Ratio= Fill V Notes: 1. Width W should be at least 10' . 2. The outside edge of bottom key shall be below topsoil or loose surface material. 3. Keys are required where the natural slope is steeper than 10 percent gradient or 10 horizontal to 1 vertical* TYPICAL KEY BENCHING FOR SLOPES No Scale 3SO MULBERRY DRIVE. SAN MARCOS. CA 92O«* SAN MARCOS ENGINEERING CtviU CMOINCKMS. Sotuft • F"OUNOATIOM APPENDIX B. RECOMMENDATIONS FOR EXPANSIVE SOILS For soils that are expansive with respect to change in volume with change in moisture content, there is no economical way to absolutely prevent movement If there is a change in soil moisture content. Insofar as it is practicable, a stable soil moisture content should be established and maintained throughout the life of the structures. It is usually not practical to maintain a completely stable soil moisture content. Therefore, in order to minimize the undesire- able effects of the expansive soils on the structures, if these soils are placed or allowed to remain within the upper three feet below finish grade, it is re- commended that the following special precautions be exercised in design and construction of slabs and foundations. a. Avoid the use of isolated interior piers where possible. Continuous interior and exterior footings should be used throughout and these should be placed at a minimum depth of 2 feet below the lowest adja- cent exterior final ground surface. b. Reinforce and interconnect continuously with steel bars all interior and exterior footings with 2-#4 bars at 3 inches above the bottom of all footings and 2-#4 bars placed 1 1/2 inches below the top of the foundation — - stems for frame floors or top of slab for slab-on-grade construction. c. Insofar as practicable, maintain the moisture at 1 to 4 percent greater than optimum in the soil below the building to a depth of 3 feet below finish grade prior to placing concrete. It is to be noted that large amounts of moisture should not be added immediately prior to placing the concrete. This will result in expansion of the soil against the uncured concrete which could cause possible damage, d. In buildings where it is practicable to permit independent movement of slabs with respect to foundations, such as in garages and warehouses, these slabs should be separated from the foundations by 1/2 inch thick- ness of construction felt or equivalent. Special care should be exer- cised to assure that the separation extends to the full depth of the thick- ened edges of slabs and that door stops sttached to the building clear the slab by at least one inch. e. Use raised self-supporting floors that span between continuous footings or reinforce all concrete slabs on grade with 6x6-10/10 welded wire fabric. f. Provide a minimum of 4 inches of clean sand beneath all concrete slabs. Provide a moisture barrier 2 inches below slabs in areas that receive flooring which might be adversely affected by capillary moisture. f. 1 As an alternate to paragraph (d) above, if the project loan is to be _ guaranteed by the Federal Housing Administration, provide 4 inches of gravel overlain by a moisture barrier which in turn is overlain by I •' inch of sand under concrete slabs on grade. g. Provide positive drainage from all perimeter footings to a horizontal distance of at least 5 feet outside the building walls. 3«O Muu •€**>• Qmv«. flixr* * •AM MAHCO*. CA *ao«* <4t9t 7-*-*-Ol it SAN MARCOS ENGINEERING C>vii. ENGINEERS. SOILS A FOUNDATION 38O MUl-eCRMV OniVC. 3uir« • SAN MARCOS. CA 92O«« APPENDIX'S UNIFIED SOIL CLASSIFICATION* MAJOR DIVISIONS *. (1)FINE CHAINED SOILS 1 CO ARSE-GH AtNtO SOILSMurtt than hall ol maturidl is jinnilcf than No. 200 tiwvfj tiza. 1 Morn than hall ol mdiunal it Ijryjr man No. 200 SIM tin.Tht No. 200 snnt» tit* it iboui i/i» </»«//*< r particl* vtttOI* to th* ntttd «y«.(2)Gi*v«UMore Ihan hall of coarw tractionit l»fyar than No. 4 titvw tun.i. «/* nwy tut u**o* M njwKwtoift ti**t uti.tSand»Mom ihun half ol coarta Iraciionit JWilllW than No. 4 iisvi sit«.(for MUM/ cUttitieMion. lint H ito (tut No. '•>>» O •9e«• (A «t *J U •oe• CA Clwn Grawlt(Litiluorno tines)•5 ~ 1-1=1 II Ul3 a u a 0 < 1 3-|•A 3 5 1 J9 O ~ Mill!- Mr1 |53 = o- ifl "~ 3 3 ", ??J 21 Or -o — "3— c•a - Ml ^ HIGHLY ORGANIC SOILS GROUPSV WOOLS(31 GW GP CM GC sw SP SM sc ML CL OL MH CH OH Pt TYPICAL NAMES (4) Wtll -graded grav*li, grav*(-und mixturn, litt!» or no Finn. food V -gradffd gravcft, jravvl-wnd mixtures, lirtl« or no fine*. Silty gravtts. gfaw«H4nd-«il[ mixtures. Cavty graved, gravO -sand-clay mixtures. Well-graded sands, gravelly unds, littlt or no fines. Poorly -graded and, gravelly lands, lirtl* or no fines. S«lry sands, sandhill mixtures. C'ayey sands, sand-day mixtures. Inorganic t'lti and v«ry 'ine sandi, rock flour, iilty or clav«V 'int unds or c'ayev itlti with j light plasticity. inorganic clayi of low to medium plasticity, gravelly clays, sandy clay!, ulty clayi. lean clays. Organic silts and organic silty c'ayi of iow plasticity. Inorganic silts, micaceous or diatomaceous fine sandy or tilty soils, Blaitic silts. Inorganic ciayi of high plasticity, fat clays. Organrc clays of medium to high plasticity, organic I'1"!. Peat and other highly organic soils. FIELD IDENTIFICATION PROCEDURES (Excluding particles larger than 3 inches and basing fractions on estimated w«>9n:s) (5) Wide rangt m grain sites and iubttantial amounts of »H intermediate ^article sizes. Predominantly on* silt or a range of sizM w»th some intermediate nisi musing. Nonplastic fin«s or fines with low plasticity (for identification procedure* s«* ML below). Plastic fines (for identification procedurn iwCL belowl. Wide rang* in grain jiis and substantial amounts of all 'ntirmed'ate oarncle size*. Predominantly one sue or 3 rang* of sizes with iom« intermediate iim .-n«ing. Nonplaitic Mnes or fines with low elasticity (for identification procedures s«« ML b«iow). Plastic finej (for identification procedures sec.CL below). IDENTIFICATION PROCEDURES on Fraction Small*/ than No. *0 Sieve Sit* Dry Strength (Consiitancy near PL) None to slight Medium to high Slight to medium Slight to medium High to «ery high Medium to high O'latancy (3 Met ion to inakmg) Quick to slow None to *ery slow SJow Slow ~0 "one Non« None :o very slow Toughness (Crushing charjctec^t cs) N0n« Medium Slight Slight to medium High Sl.ght ro medium Readily identif ed by color, odor, saongy *e«l and frequently by fibrous texture. * - This is art abridged version of tht ubl*. For complet* ftbit and explanation so*: United States Corps of Sflqineen, Waterways Sxptrimtnt Station. Unified Soil Classification System, Technical Memorandum 3-3S7 (Vol. 1, 19531. i*» entire work. $e* also: United Starts Oeparvntnt of Defer*:*. Un,fied Soil Cfasitfi'cation System for floods. Airf,elds. embankment* and Foundations lM/L.-STO-€t99, 1968), s*» en tin #ork. COUNTY OF SAIM DIEGO DEPARTMENT OF PLANNING AND LAND USE COOES DIVISION ««, !WJ)ie£0 y?*. — North County Offic.5201 Ruff.n Road. Suit* 83 334 Via Vera Cru* **" 0i££'£5L92123 S*" M*'"'. CA 92069565-5920 741-4238 01 " sSTEf< C°MPL IANCE CHECKL l STJW-KliC (Except hotels and motels)CLIMATE ZONE 7 iTEP 1: Enter on this form the values and information for- each design element front your building plan and specifications sheet. Turn to the back of this sheet to determine point values for each design element. iTEP 2: Enter points on this page. Note that points for some construction elements will be the result of weighted averages between different assembly types (e.g. floor systems, walls). Calculated points may round to the nearest 0.5 point, Julldinq Shell Design Element Value Points •Total Floor Area _*2^££lft2 *Total Wall Area (excluding windows and doors) ft2 I. and 2. Floor System: Slab-on-ground Perimeter ft. Depth in. R- Ralsed floor R- Average of slab floor points and raised floor points (asapplicable): (Slab points x .. * Raised floor points x )-f- « .- / Slab Area Raised Are* Total floor Area fe. Ceiling insulation or construction asssembly, R- /9 — £" ft. Wall insulation or construction assembly. Wall 1 R- // Wall 2 R-Hai 13 R- mm Weighted Average of Wall Points: . ^ ( Ul x + (2) x * (3) ^ x >«*- . • & pointsi areai pointsg area2 pointS3 area3 total wall area Glazing Total X Floor, Area Single Double TrJpje . 6. East-Facing ..'... ~y!£jot £j3ft2 ft2 ft? 7. South-Facing ff•/j>"* •^^d/t2 ft2 ft2 8. West-Facing ft % & f tZ . ft2 ft2 9. Skylight f. -. . ft2 ft2 ftZ 10. Shading Coefficient ^~ (exclude overhang) a. East I SC o. South T~SC c. West . . d. Skylight / SC • / 11. Horizontal South Overhang Length ... y_g ft 12. Movable Insulation, X Floor Area i%.d>l 13. Infiltration (indicate Standard or Tight) 5TP ' NOTE: "Tight" construction requires sealed wall construction1 wltn mecnanicai ventilation and an air-to-air heat exchanger. 14. Thermal Mass Exterior Wall thermal Mass Area, Heat Capacity, R-Value .... ft2, HC, R- (NOTE: Use DPI Form 407B Interior Thermal Mass to calculate Ther- Area, Heat Capacity, R-Value . . . . "%&? ft2, ft HC. R- (7 mal Mass Points) HVAC System (Attach documentation for efficiencies and MSF) 15. ads /urnace Without Refrigeration .x Cooling (Seasonal Efficiency) n SE Q 16. Heat Pump (Energy Efficiency Ratio) £ER /I/A. 17. Gas Furnace with Refrigeration Cooling (Seasonal Eff<ciency (Si) Seasonal Energy Efficiancy Ratio (SEER) SE SEER X4r18. Active Solar (Net Solar Fraction, X). . . . . *NSF j/jj 19. Zonally Controlled Electric Resistance Space Heating (Yes/No) Mf Domestic Water Heating (Attach documentation for efficiencies and .*(SF) "XT. solar 'with Gas 3ackup (Met Solar Fraction, Z) *,SSr //4 21. Otner Water Heating (Describe type) frA$ S O " Compliance Total (must be greater than or equal to 0) _Il2_X ""$ •"ChecS.ITsY Hems; not a point system design element. CLIMATE. 2QME 7 POINT-SYSTEM DATACFi'oose <iiTT7ro5~fach numbered section vAlch corresponds to the building shell/HVAC system/domestic water heating elements on the compliance checklist of the opposite page. NOTE: These tables contain th« most common values encountered - some have been reduced In size to save space. Refer to TEST Publication P400-32-007 If more Information Is.needed. (1) Slab.Floor Points (2) Raised Floor Points Celling Points (4) Will Points Insl. Depth (in) 0-11 12-1516-19 20+ R-V*1 of Insulation o-z -1 -1 -1 -1 3-4 -I 0 0 0 5-6 -I 0 0 0 7+ -1 00 0 R-Value of Insulation up to 18 19+ Points -2 0 R-Val of Insulat 19 22 30 38 Pts -4 -2 -2 0a +2 R-Val Assby (NoAlrFUns) 15-19 20-31 32-53 +5* R- Values Frame Uninsulated R-ll R-19 R-24 R-30 Masonry Insulated Masonry Uninsulated Pts -12 0 +1 +2 +2 -4 -16 (5) North-Facing Glazing Points (6) East-Facing Glazing Points (7) South-Facing Glazing Points Total % of Floor Area No North G1 as up to 1.0 l.l - 3.0 3.1 - 6.06.1 - 7.57.6 - 10.610.7 - 12.712.8 - 14.714.8 - 17.0 Sluing Type Single,U •0.66 1.10 0-I -4 -8-11-14-17-21 Double,U •0.42- 0.65 +1 0 -Z-4-6 -9-10-1Z Triple, U •0.41 down +1 0-1-3-4 -6-7 -9 Totalt of Floor Are* No East Gl up to 3.0 3.1 - 5.Z 5.3 - 7.1 7.2 - 8.8 8.9 -10.6 10.7-12.2 12.3-13.8 13.9-15.5 Glazing Type Single, U »0.66- 1.10 Ui*-l -4 -8 -11 -14 -17 -21 -24 Double. U • 0.42- 0.65 0 -Z -4 -6-a -10 -12 -14 Triple, U « 0.41 down +1 -I -Z -4 -5 -7-a -10 Total * of Floor Area No South Gl up to 3.03.1 s.a 5.9 7.4 7.S 8.9 9.0 10.4io.s u.a 11.9 13.3 13.4 14.8 14.9 16.3 Glazing Type Single, U • 0.66- 1.10 0 -3 -6 -3 -11 -14 -17 -20-24 Double, U • 0.42- 0.65 0 -2 -4 -6 -8 -10 -12 -14 -16 Triple, U • 0.4Z down 0 -1 -3 -4 -6 -7 -3 -10 -11 (3) West-Facing Glazing Points (9) Skylight Points (10) Shading Coefficient Pts. Total X of Floor Are» No 'lest Gup to 1.01.1- 3.0 3.1- 4.24.3- 5.2 5.3- 6.1 6.2- 7.0 7.1- 7.8 7.9- 8.5 8.5- 9.2 9.3- 9,9 10.0-10.6 10. 7-11, S 11.7-12.4 12.5-13.4 13.5-14.4 14.5-15.4 Glazing Type Single. U * 0.66- 1.10 ast — +2 -Z -5 -3-11-IS -17 -20-24 -27 -30 -35-40 -45-50 -55 Double, U • 0.4Z- 0.65 _ *3«+20 -2-4 -6 -8 -10 -12-14-16 -13-21-24 -27 -30-33 Triple, U • 0.41 down +2 0 -I -3 -4 -6 -7 -8 -10 -11 -13-14 -16 -19 -21 -22 Total X of Floor Area NO Slcytlgfup to 1.0 1.1 - 3.0 3.1 - 4.2 4.3 - 5.25.3 - 6.1 6.2 - 7.0 7.1 - 7.8 7.9 - 8.5 8.5 - 9.2 9.3 - 9.9 Glazing Type Single, U • 0.66- 1.10 ts -1-5 -8 -11-13 -IS -20 -23 -27 -30 Double, U « 0.4Z- 0.65 0—-1-3 -5-7 -9-11 -13 -15 -17 -19 Triple U « D.41 down "-1 "-3 -4 -6 -7 -9 -10 -11 -13-17 EastSC 0 -.66 .67+ West SC 0-.22.23-. 66 .67+ Sky Ugh SC 0 -.22 .23-. 56 .67+ South SC 0 -.66 .67+ 0-l.S 0 0 .1- 1.5 0 0 0 0- .7 0 0 0 0- 3.1 0 0 X Floor 1.6-3.1 0 -1 X Flex l.£- 3.1 0 0 0 XFIoc .3- 1.5 0 0•-1 % Floe 3.2- 6.3 0 -1 Area 3.2-6.3 0 -2 ir Are 3.2-6.3 *Z0 -2 r Are 1.6- 3.1 +2 0-2 r Are 6.4- 7.9 0 -2 • 0.4- 7.9 +4 0 -3 , 3.2- 4.0 +4 0 -3 , 8.0- 9.5 0 -3 6.4+ 0 -4 (U)Horizonul South Overhang Points Length out from Mall (ft) 0-1.0 1.1-1.9 Z.O+ South Glazing (Xfloor) 6-3OR LESS -2 I More Than 6.3 1 1ON *(12) Movable Insul. Points (13)Infiltration Control Pts. Standard "Tight" 0 0 (14) ThermalJ4ass Pts. (15) Gas Furnacs Wo (Calculate asshown on DPI Form 407B) (16) Heat Pump Pts.(17) Gas Furnace mith (18) Active Solar Space (19) Keating w/Gas Net Solar(X) g_52 j* Pts. 0 +2 Zonal Elect. Resistance Spacs Htg. (ft/A) OPL »0. 408A (6/16/33) Seasonal Eff.(X) Pts. 71-89 SE 0 90+ SE +1 (20) Solar Water Heating (Single r-amily swelling using 5.0. County S1z1n< 70+ X NSF Floor Area 1.000 - 1,139 1,200 - 1,499 1,500 - 1.999 2,000 - 2,999 3,000+ Points +25 +20 +16 +11 +9 Energy Eff. Ratio 7.5 - 7.6 EER 7.7 - 7.9 EER 3.0 - 3.1 EER 3.2 - 3.7 EER 8.3 - 9.3 EER 9.4 - 10.4 EER Pts. -10 +3 +6 +9 (21) Other 'Jater ) Heating Points Gas/Heat Pump/ Solar w/Elec. Electric only 0 -40 Sefrlg. Cooling (SEER) 3. 0-3. 3 8. 4-3. 3 8.9-9.2 9.3-9.8 9.9-10.4 10.5-11.1 Gas F 65-70 -1 +1 +3 +5 +7 +9 irnace (X)71-35 0 +2 +4 3£ 36+ +4 +6 +10 +12 2/25/80 - LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name Robert Boston Phone No. Mailing Address 612 South Shatto Place Los Angeles, CA 90005 Service Address:Candll Place Tract Description: lot 5. Estates North Assessor's Parcel No. ^if-VGA ' 33 Type of Building single family No. Units 1 Connection Fee $lf500_,QQ Lateral Size: 4" 6" 8" Saddle Easement Connection _[pre-pd 200.00) Extra Footage: @ $ Extra Depth: @ $ 1.3on_nn Amount Rec'd $1500.00 Ck. Mo/Cash $2459 Date 8/1/80 Rec'd By $200 overpayment to be refunded 8/14/80 Lateral Fee Prorated Sewer Service Fee Total $1.500.00 The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer, system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC^ TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually comnences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll In the same manner as property taxes. The undersigned hereby agrees that the above Information given is correct and agrees to the conditions as stated. IDG. NO. SAN MARCOS UNIFIED SCHOOL DISTRICT PROJECT SERVICE AVAILABILITY LETTER (Applicant fill in - print legibly) . APPLICANT: f?. £ /TU&n-C & £*Qh£r. -Lfy£* Phone No. 72J7~ fy/2£~ Address: /?^?, /? 0* //Lj £ , f/l$T A £/9> OWNER: A, (S> S Address : 2. 7// t. PROJECT DESCRIPTION Project Name: 5. / Project located on Assessor's Parcel ( Attach legal d« if necessary) Census Tract No. Project Type (check j~~i Minor Subdivis Ll Nfejor Subdivis tts'f /?£&/{/ Phone No. V^Jc "" ?2-H n J&faa - ^/W?/< A/9/7 f /&. Project Address/Location 33/0 (^2?>7 C/i / /&£€ ^ P* C/3£t~ $ &/flt? £/£, Assessor's Parcel Nun±>ers No.(s): I'|2>l)l5il l^HTlf?'L5! 3, | | ) || I III! ascription 2. i i i it | f ni i f 4. i t i in i r i one or more) Housing Type No. of D.U.'s No. of Bedrooms jion (TPM) Single Family /\ ^^ >ion (TM) Multiple Family Mbbilehome Units 1. Owner/applicant agrees to reconfirm this project with the issuing school district every 6 months unless such action is not required by the district. District Phone 619-744-4776 2. Owner/applicant understand that the certification for school service contained in this Project Service Availability Letter is no longer effective if the nroject is disapproved or if the con- ditional project approval (subd^ision^permit, _or qfhep^eonditional use processes) expires. 3. The information I have provj APPLICANT'S SIGNATURE JZ' ^ s<* ^pt-i^SS- Date SAN MARCOS UNIFIED SCHOOL DISTRICT CERTIFICATION OF SCHOOL AVAILABILITY OR NON-AVAILABILITY Date: TO: DAY FROM: School District San MarCOS Unified Grades Served: 1. 2. K-12 Pj School services and facilities are committed for this project. Services will be available concurrent with project need based on a secured agreement with the developer which has adequate financing and clear intent. The termination date of the docunent is: _ . See attached copy. j~%) The undersigned school district hereby certifies that it will be able to provide adequate school services and facilities to the above described project concurrently with the need of such project. Owner /applicant has paid the required developer's fee. f~! ^e undersigned school district hereby certifies that it will not be able to provide adequate school services and facilities to the above described project concurrently with the need of such project because TITLE Business Manaqer DISTRICT REPRESENTATIVE'S SIGMA' WHITE-CIVIC ENTITY YELLOW-DISTRICT PINK-OWNER/APPLICANT 8?-t