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Home My WebLink About2227 BOCA ST; ; 80-17; Permit1 I INSPECTIOF\ VAL1 DATED INTERDEPARTMENTAL INFORMATION SHEET RECEIVED ;\' \ ~ 4' BUILDING DEPARTMENT PARKING SPACES REQUIRED PROVIDED ,/ % COVERAGE ALLOWED PROVIDED BUILDING HEIGHT ALLOWED PROVIDED FRONT SETBACK: SIDE SETBACK: REAR SETBACK: PROVIDED -j-- 17 INTRUSIONS LANDSCAPE 6 IRRIGATION PLAN COMMENTS: w]A ADDITIONAL COMMENTS: 4 , I, 1 Tr *OK TO ISSUE: OK TO FINAL ENGINEERING DEPARTMENT R. 0. W T~R~R\UF~~\&Y INDUSTRIAL WASTE IMPROVEMENTS ," 'i SEWER CONNECTION fl GRADING PERM1 ASEMENTS s#O&jN LEGAL DESCRIPTION $6 f 216*3V0-20 ADDITIONAL COMMENTS n DRIVE AY LOCATIONS 0-K DRAINAGE Wdw wp & CLRHIt pMD. TO ISSUE:-I,& DATE 1 ??b DATE / -I ,'IRE DEPARTMENT S\P P I L;KL I N G s Y s T EM FIRE PROTECTION EQUIP. FIRE ALARMS EXITS FIRE HYDRANTS ADDITIONAL CO i BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 0040 RUPFIN ROAD SAN DIEGO, CALIFORNIA 921 23 PHILIP HENKING BENTON PRESIDENT - CIVIL CNCINCER November 6, 1979 TLLLCHONL 1714) 181-1911 Mazone Developments and Investments 1131 East Main Street Tustin, California 92680 Subject: Project No. 79-10-30F Inspection of Lots 30 and 31 Spanish Village Unit No. 1 Carlsbad , Ca! ifornla Gentlemen: In accordance with the rcqucst of the Building Inspection Department of the Cfty of Carlrbd, we have made an inspection of the soil conditions existing on the subject lots. An inspection was made by a representative of our organization on November 2, 1979, and it is concluded that the soil conditions are essentially the same as presented in our report on the grading of this subdivision dated January 8, 1975. The soils in the upper three feet below finished grade on both lots were classified as non-expansive with respect to volumetric change with change in moisture content. Therefore, special design for expansive soil conditions will not bo required for buildings constructed on these lots. If there are any further questions concerning the soil conditions on these lots, please contact us. Respectfully submitted, BENTON ENG I NEERl NG , I NC. By RE & R. C. Remer Reviewed by Philip H. Bhton, RCE No. 10332 Distribution : (3) Addressee RCR/PHB/c ITEM ONE TR CO. OIV. PRODUCER POLICY NUMBER - DECLARATIONS LIABILITY INSURANCE POLICY LG 806-9140 05 1 53 55882 ORANGE, CALIF. 92666 PREM ADJUSTMENT PERIOD INDICATED B CODE 1 -ANNUAL 2 SEMI ANNUAL BELOW 'i FROM TO AT 12 01 A M STANDARD RENEWAL OF . TOR 3 4 5 OUARTERLV 6 MONTHLY 0 NONE BUSINESS BUI WING OF INSURED POLICY MO DAY YR MO DAY YR TIME AT THE ADDRESS 3F PERIOD 6-1-79 6-1-80 AS STATED HEREIN LG789-1018 THE NAMED INSURED PRODUCER bo PA& ma *w P.0, BOX 799 COMPANY USE ONLY PAP EAP GOV CODE AA GG RG RATE 17 1 2376 1514 0 4 0 COVERAGE IS PROVIDED IN THE COMPANY DESIGNATED A STOCK INSbRANCE COMPANY (HEREIN CALLED THE COMPANY) LIMIT OF LIABILITY $ $ aggregate each occurrence PROPERN DAMAGE WUTY $ $ aggregate $ $ $ $ $ 5 COVERAGE AND TYPE A (Separate Limit Plan) B (Separate Limit Plan) 500,000 e each occurrence A GENERAL LIABILITY each Occurrence BODILY INJURY LIABILITY a 500,000. aggregate (Single Limit Plan) each person PREMISES each accident E MEDICAL PAYMENTS each occurrence ' LIABILITY each person PERSONAL PERSONAL MEDICAL PAYMENTS $ each accident COVERAGE PARTS AND ENDORSEMENTS 11 2 10 COMPREHENSIVE GENERAL COMPREHENSIVE PERSONAL 1L3 18 R1 CONTRACTUAL MANUFACTURERS 6. CONTRACTORS' OWNERS' LANDLORDS & TENANTS' OWNERS h CONTRACTORS' PROTECTIVE JU.23 R3 PERSONAL INJURY PREMISES MEDICAL PAYMENTS FARMER'S COMPREHENSIVE PERSONAL STOREKEEPER'S INSURANCE LIABILITY EXTENDED COVERAGE The only insurance afforded is contained in those coverage parts and endorsements listed below which are preceded by a form number, subject to the General Liability Insurance Provisions made a part of this policy. The limit of the company's liability under each coverage shall be stated herein, subject to all of the terms of this policy and the coverage part having reference thereto. , each occurrence ?' $ $ 500,000. aggregate PHYSICAL DAMAGE TO PROPERTY PERSONAL INJURY LIABILITY $ 2,376. 1L252 R1, 6604 (7-66) 1L370 (10-74) ITEM THREE 1 ST 2ND $ ON EFFECTIVE DATE, $ ANNIVERSARY; $ ANNIVERSARY [23 AUTOMOBILE COVERAGE IF INDICATED BY SEE BUSINESS AUTO SUPPLEMENTAL DECLARATIONS GARAGE COVERAGE IF INDICATED BY SEE GARAGE SUPPLEMENTAL DECLARATIONS 0 TRUCKER'S COVERAGE IF INDICATED BY SEE TRUCKER'S SUPPLEMENTAL DECLARATIONS ITEM FOUR TOTAL ADVANCE PREMIUM I IF POLICY PERIOD IS MORE THAN ONE YEAR, THE PREMIUM IS PAYABLE: COUNTERSIGNEQ ,AT OWE. :&IF* ON 6-22-79 NB BY AN /!vL.c Ld-I AUTHORMED REPRESENTATIVE IN WITNESS WHEREOF, THE COMPANY HAS CAUSED THIS POLICY TO BE SIGNED BY ITS UNDERSIGNED OFFICERS, BUT THIS POLICY SHALL NOT BE VALID UNLESS COUNTERSIGNED ON THE DECLARATIONS PAGE BY A DULY AUTHORIZED REPRESENTATIVE OF THE COMPANY. I 'I . ROJECTI Structural calculations for Mazone Developments and Investments, to bt? built on Lots 30 and 31, Spanish ' Village, Unit No. 1, Carlsbad, California I\ CLIENT; Frank Gonzales & Associates, Inc. DATE: Novc.mbr?r 8, 1979 4 bb hkm Sk, STE. 267, COSTA MESA, CA 92626 PhoNE (714) 957-1811 . I 0 Roof: __I Tile Pi tch : 4: I?, Livp; Load 16.0 Roofing Mtl. 10.0 Build-up --- Sheathing 1.5 Roof Rafters z.5 Ceiling Joist 1.5 Drywall 2.5 !disc. 1.0 D. L. ltl. 0 Total Lorid 34.0 ~~/1.25 +' DL 30.8 CRITERIA : Timber: 4x or 2X 6x or gr: Concrete : oor : - wlo conc . --- Live Load 4 :I . 0 D.L. fo F.F. 5.0 Shea thing 1.5 Floor Joists 3.0 Dr,pall Total D.L. 2.5 12.0 Total Load 52.0 .1376 Uniform Duilding Code, West Coast Dcuglas Fir. No.1: fb=1500.psi/1750.psi;fv=95.psi;F=l8O'OOOO.ps~ 1J0.2: fb=1250.psi/14~0.psi;fv=95,psi;E=l7OOOOO.ps~ No.1: fb-1350.psi;fv=85.~si;E=l6OOOOO.psi S.S.: fb=~600.psi;fv=85.psi;E=l6OOOOO.psi Foundation: 28-day strength, f9c=2000.psi continuous i n s p c c t i on no t re qu i r e d . Unlcr;:; othcrwisc riotcd all cxtcrior walls to be secured with 1/2" dia. x 10" A.B. 'sat 72" o.c.; all interior walls with shot pins (Ikmsct #3348 or equivalent) at 36" O.C. at bearing walls and 48" O.C. at non-bearing walls iinlcss otherwise noted. .' i @ EM. 0 : use --- \I - D.L. of bean ................. = I ,C w L = l2.S = -_I_ ZGZ plf = 211 t '. :. Use 0 P ", --y" Use A= L/ 240 = -3 inches c P P D.L. of beam .......... ;.......- - 1s i *. b , w = $90 plf - A = 1.5 V/ - *psi = . . sq.in. bl = 3092 ft-lbs = 31Oc19 in-kips S = M/IZcio psi = 26.13 ir,3 i. r- L/240 = / inches . ENW IRONME NTAL STRUCTURES I W: D.L. of beam ................. Pl f P e . I '3 .. a *. i: _. . .- .- ..~ ____ ........_ __ _.______-_._I._-- .. - - -- --e- -. .... 0' . n +--- L-- IG' ' D.L. 1 :. ' . e. t . 1 , .- w: Roof = Wall = Y I 0 . .. use I=& E A-.. G, 'z' I r, ?KDF #\ , . .. I lateral analysis LI -----=? T 9- K L .. . . . . . L -7 L b nT-- F 'I . , <- FRAMING NOTES: 1976 Uniform Duilding Code (All studs to be 2x4's at 16" o.c., unless otherwise noted on plans) A-- 1 x 6 Let-In Braces A\-- 1/2" drywall with Sd cooler nails @ 7" O.C. edges and h\-- 5/8" drywall with 6d cooler nails @ 7" O.C. edges 4 A-- 1/2" drywall with 5d cooler nails C! 4" O.C. edges 4 A -- i/8" drywall with 6d cooler nails @ 4" O.C. edges 4 A-- 1/2" biocked dry-,call with Sd cooler nails C! 4" O.C. /72-- 5/8" blocked drywall with 6d cooler nails @ 4" O.C. A-- 7/8" stucco over paper backed lath w/16 gauge staples at 6" Q.C. at top 4 bottom plates, edge of shear wall and on field (ICBO Report No. 1823, Flay 1972) A-- 7/8" stucco over paper backed lath w/16 gauge staples \ at 3" O.C. ai: top 6 bottom plates, edge of shear wall t and 6" O.C. on field (ICBO Report No, 1823, May 1972) field (Table 47-1 UBC) 100. #/1 field (Table 47-1 UBC) 100. #/1 field (Table 47-1 UBC) 125.#/1 field (Table 47-1 UBC) 125.#/1 edges 4 field (Table 47-1 UBC) 150.#/1 edges 4 field (Table 47-1 UBC) 175.#/1 or (IC130 Report No. 131'8, Feb.1973) 180.#/l or (ICRO Report No. 1318, Feb.1973)- 325.#/1 A-- 3/8" Structural I1 Plywood with 8; nails at 6" O.C. at edges 12'' O.C. field (Table 25K UBC) 264. #/I (Use CDX or Std. Vi. Ext. Glue In-Lieu of Str. 11) A-- 3/8" Structural I1 Plywood with 8d nails at 4" O.C. . at edges & 12" O.C. field (Table 25K UBC)- h-'- 3/8" Structural I1 Plywood with 8d nails at 2-1/2" 0.k: at edges 4 12" O.C. field (Table 25K UBC) 564. #/1 kA-- 3/8" Structural I1 Plywood with 8d nails at 2" O.C. at edges 4 12" O.C. field (Table 25K.'UBC) 636 .#/I Structural Plywood with d'nails at O.C. at edges 6 12" O.C. field (Table 25K UBC) 4 .. - -584.#/l .I k7 .: ! 0 *. .. LOAD = ( I14 LB/FT)(21 FT/2) = ZG31* -* -. J SHEAR = LOAD/q FT =226.?LBS/FT .. I LOAD = (230 LB/FT)( 23 FT/2) = 2'G4S4' SHEAR = LOADIZI FT = /zs.? LBS/FT I L = 10 r SHEAR = .LOAD/IG FT = hTq-'I LBS/FT 0 WALL L= LOAD = ( LB/FTI( FT/2) - ,&* - .* SHEAR = LOAD/ FT = LBS/FT J ,* i SimDson \ .. I' I -7 I *SEE PLAN LJ . foundation analysis Assume3 Soil Bearing Prc3sure = 1000 psf. to be verified by Soils Heport or by HlQ. Department prior to construction. 0 use 0 3) Continuous Footing Desic?. iLI =.Is' = y.35" dng = 721 plF (IGCG - 7s 1 12" ]E 12" deep continuous footing 1 story 15" x I S'' deep contimious footinc .2 story .* . a Orange, California, 92667 __ ..... ~- ..... owc>cr Spanish ... Village, Tract .... __ 7224, I,a Costa, Cal.i.fol-niLi . ~~ FAU - Cas Ned L. Oltlioff ..... -. project Plan HI, El. C (Worst- Case) ................. .... ~~ .... IyrlPrll IYI>F Novt71ril)(? r 9 , .I 9 7 9 .. ~ _. . docu,nrnl at ~OII ~tith~r d at e Forin I ..... .... -. .. __ ......... cherkrd by ........... .... date - ...................... .- 79/1135 SITE INFORMATION Or . . Pr-day ................... 2092 Heating Dqree Day (from Ap[ii'ii(f;x (1) ............. tii)r) 1 Outside Dr5;gn TerripeSrJrure (froiri A~{>I!II~IX C or A;)rit:o(fjh (;I T,, 2. .. .-.3?- OF ..................... PROPOSE 0 R U I L D 1 NG E NV E L.0P E IN f 0 R MAT I ON 2191 Gron Floor Area if Low.Rka (from Calcuiarionr) ............................................ A1 3 - ~- h2 Gross Wall Area if High-Rise (from Calctil;rtionr) A, 4 .... - fr2 Basic Glazing Area (16%of Line 3 if low-rise or 60% of Line4 if high-rise) ........ ............................................ ...................................................... Designrd Glazing Area (from Calculations) A9 5 .... ? 3L - fr2 20%~ -4.3~ fr2 De 5 cr i p I ion o f A s'L P rn 13 I y PROPOSED SPACE HEPTING SYSTEM (Chapter 7) : Gas Furnace Building Design Hourly Hear Lorr (from Form 2) .......................... )r ......... qh Maximum Al!dwed Bonner CapacityxX x Line 18 ............................................... Propored FAnace 1.3 Make ..... Model Deicriprion - .... -~ - Rared Ronn1.t Capacity ..~. ~ .. . - .. Elrutric Re5i5tanre Alvne IS-CI~IC ~~r;~~t.ir~rv I Ifr <:y, I,. r,>..~ (iro+,it TI . ,I t-t-,: ....... I omt->t I ilr (.,< Ir (.r,ti 111 ituv (3itIri !;y..ii~~t~~. (fiolil I (III~I '>I %l (:Ck--l ?1 ~. .s No n - D e p 1 et ah I e E n r~ g y w/ E I e c t r ic R e si st d ric B B a & .lJ p Percenrdge of Annual Heat Lorr MPr by Non-DPplaable Energy .. ........................................................................ Source (from Calcul.ttioni) 22 -t% Heat Purnp wirh Elerlric Rmi>!.trtr e ~ll~J{l~~~r~~~'f~~~l~y t{r.it Percentage of Annual Hear Lor% MI.: by Flt-riric Rerisrarice (from Calculations) ........................................................................................... 23 _-____ ~ _._____ % PROPOSED WATER HEATING SYSTEM INFOnhPlATlON (Chapter 8) Electric Reilrtam Alone Elearic Resisrance Life Cycle Cart (from Form 61 ..... :-a: ...................... :.-.,,LCC, 24 . $ Lowesr Life Cycle Con of the Orher Synems (from Form 6)..: ,LCC,, 25 .__._ ___ 5 ................ PROPOSED SWIMMING POOL HEATING SYSrFM INFOfihlATlON (Chapler 9) Solar Life Cycle Cost (from Forrll 7) ............................................................. @LCC, Natural Gar Life Cycle &ST (frG,ct Forrrr 7) ................................................... 26 - - _~ S 1. ? LEUCADIA COUNTY WATER DISTRICT APPI-ICATION FOR SEWER SERVICE Wailing Address u- Q7.034 Service Address: R-wt Tract Description: lot 30-a Villagp BUILD!NG PERMIT MUST BE Assessor's Parcel No. 316 - 340 - 713 SEWER PERMIT ISSUED UPON RECZIPT OF BUILDING PERMIT. APPLIED FOR BY --a --. Type 'of Bui 1 di ng Sipglp Family No. Units 1 Connection Fee $moo Lateral Size: 4" - 6" Saddle - Easement Connection - ( pre-pd 200.00) 8" - - Extra Footage: @$ Extra Depth: 49 Lateral Fee Prorated Sewer Service Fee .Total $_Lrcc-. - Lk.2 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 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 macle to the service lateral. The service lateral is that part of the sewer system that extends from t 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 TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDEREG 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 ths fiscal year. There will be no additionaJ fee or refund if service actually comences on a different date, For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same maimer as property taxes, TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. '! \0~\9\ Account No. RESIDENTIAL INSULATION CERTIFICATE Permit No. 8OH17 Issue Date 7,1980 CERTIFICATE OF COMPLIANCE WITH ENERGY CONSERVATION INSULATION REQUIREMENTS CONTAINED IN ARTICLE 1, PART 6, TITLE 24, CALIFORNIA ADM. CODE , THE INSULATION APPLICATOR, HEREBY \ 57 1, Robert G. Oolev CERTIFY THAT INSULATION INSTUD AT $2- Drive, ~a costs , 21kJ - 340 - 20 Assessor’s Parcel No. AND WITH THE - REQUIREMENTS OF THESE REGULATIONS. Address ’ , IS IN CONFORMANCE WITH THE APPOVED PLANS State License No. 35 8627 C-2 Date June 16, 1980 ...................... WITH THE APPROVED PLANS AND WITH THE RE Signature Title ’ General Partner Name of Fin Mazone Development & Investments Date June 16, 1980 State License No. 358025 Post one copy on the building at completion of work and file one copy with the Building Department, prior to final inspection. _> >r .cI c Q, c .cI rc 0 tn @ 0 c m C .- n 0 m C .c n s E .- c - 4 W c 0 2