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9512-029 (HOTL)q5/2-1 02-1 P.O. BOX 1504 APPLICATION ONLY Building itC� _ (� L{_r-� � 7&105 CALLS CALIFORNIAESTAD9 Address u t +rr.E.J LA QUINTA, ORNIA 92253 Owner ` 1-tw-a-0A I +ARWFT A80> Is BUILDING: TYPE CONST. V-6 OC'C: GRP. Mailing T I' �-7OCj Address A.P. Number G City ]Zip ]Tel. / (Y „ - L) o- o ll Legal Description }�7�) �/ V Cont actor Project Description ( J2� pR21r_rAST It EQYVA C-11AZIL.C5. L. Address �-�'�� No (4 111 City Zip .. I . Dc�-�- zveb a ((014m% State Lic. I City & Classif. ��'� (1 Lic. # Arch., Engr. Designer Address - t I` � TV; V,.� Zip State l ` w/;�r ' Lic. # 7a:7 L. LICENSED CONTRACTOR'S DECLARATION I hereby affilm that I am licensed under provisions of Chapter 9 (commencing with Section 7000j`af Diviston.3 of the Business aiid?Pr"ofessjon Code, and my license is in full force and effect K %i�� _(� SIGNATURE` rt> DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also' requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of -Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). [; I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. •7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) I 1 I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractor's License Law.) 1-1 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company .0 Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration it work thereunder is suspended for 180 days. I certify that I have read this application and state that the ab;;',!J�' nformation.is correct. I agree to comply with all city and county ordinances and stat; .aws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip BUILDING DIVISION Sq. Ft.No. Size �12.�� Stories 2 No. Dw. {. Units New;< Add ❑ Alter ❑ Repair0 Demolition ❑ L153 �� -� ✓--7 >timated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL % ki)n /T REMARKS ZbN E: BY: ,Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback�fror,,Property Line FINAL DA' Issued by: Validated Validation CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL. SO. FT. (, $ UNITS SLAB GRADE 2ND FL. SO. FT, @ BONDING YARD SPKLR SYSTEM POR. SO. FT. Com' MOBILEHOME SVC. BAR SINK GAR. _ SO. FT. POWER OUTLET ROOF DRAINS CAR P. I S0. FT. GAS (ROUGH) DRAINAGE PIPING WALL SO. FT. � ;r, • . DRINKING FOUNTAIN SO. FT. @ - URINAL ESTIMATED CONSTRUCTION VALUATION GROUT WATER PIPING NOTE: Not to be used as property tax valuation FINAL INSP. FLOOR DRAIN MECHANICAL FEES ''i. ` WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN] .:.. WASHER(AUTO)(DISH) APPLIANCE DRYER FINAL INSP. GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB SO. F. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESIO @ II V. c SEWAGE DISPOSAL GAR. FIREWALL SO.FT.GAR @ 3/ac HOUSE SEWER LATHING GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEECONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING r ` ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING !UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB, BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ -Plus-X$-=$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING r REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH "= INSULATIONISOUND' - - FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL 4 78-495 CALLE TAMPICO — LA OUINTA, CALIFORNIA 92253 - (760) 777-7000 FAX (760) 777-7101 TDD (760) 777-1227 Mr. and Mrs. Harold Harris 78-120 Caleo Bay La Quinta, Ca. 92253 Re: Temporary Certificate of Occupancy Dear Mr. and Mrs. Harris: Please find attached a Temporary Certificate of Occupancy for Two Angels Inn issued today November 17, 1997, for conditional operational use only. This certificate is issued as temporary, and is good for a maximum of thirty days pending the completion of the outstanding final' inspection correction items. Should the correction items not be completed within the thirty -day time frame the certificate will be considered expired and suspended. At that time your City Business license would also be suspended until a new Certificate of Occupancy is issued. This Temporary Certificate places limitations upon Two Angels Inn as follows: 1. Cold preparations use for commercial kitchen only, per Riverside County Health and Fire Department inspection corrections. 2. Swimming pool and spa may not be used -until Health Department and City final approval. A permanent Certificate of Occupancy will be issued only upon the receipt and acceptance of the following items: 1. Completion of outstanding building and safety inspection corrections. 2. Written Community Development Department approval. 3. Written Public Works Department approval. 4. Approved and accepted Fire Marshall plans and installation of kitchen range extinguishing system. 5. Receipt of Health Department final Inspection. 6. Completion and receipt of as -built plans by architect depicting all changes made during construction as discussed and agreed upon with the architect. Please feel free to contact me with any questions you may have regarding any of these items during this next month. Sincerely, '4 mmy' Rm'o-& Mark Harold Building and Safety Manager MAILING ADDRESS - P.O. BOX 1504 - LA OUINTA, CALIFORNIA 92253`�� 0, MWZ18 I r- apa- 78-495 CALLE TAMPICO — LA GIUINTA, CALIFORNIA 92253 —. (760) 777-7000 FAX (760) 777-7101 TDD (760) 777-1227 December 15, 1997 Mr. & Mrs. Harris 78-120 Caleo Bay La Quinta, CA., 92253 Re: Temporary Certificate of Occupancy Revocation Dear Mr. and Mrs. Hams: Two Angles Inn Temporary Certificate of Occupancy certificate will expire and be suspended on December 17, 1997 as.indicated by Mr. Mark Harold's letter accompanying your temporary certificate issuance November 17, 1997. At that time your City Business license would also be suspended until a Final Certificate of Occupancy is issued. As to date no inspection request has been initiated nor has the permanent Certificate of Occupancy correction items been completed as addressed November 17th. A permanent Certificate of Occupancy will be issued only upon the receipt and acceptance of the following items: 1. Completion of outstanding Building and Safety inspection corrections. 2. Written Community Development Department approval. 3. Written Public Works Department approval. 4. Approved and accepted Fire Marshall Plans for the installation of the kitchen range extinguishing system. 5. Knox Box installation required by Fire Marshall. 6. Completion and receipt of as -built plans by architect depicting all changes made during construction as discussed and agreed upon with the architect. ** Note: Final pool and spa prior to public use. Please feel free to contact me with any questions you may have regarding any of these items. Your immediate attention is requested in this matter. Sincerely, Tom Hartung Build', g & Safety Directo Daniel P. Crawford Jr. Building Inspector I cc: file dpc MAILING ADDRESS — P.O. BOX 1504 — LA OUINTA, CALIFORNIA 92253 FROM : KNAPP ARCH'L ENGR'S PHIDNE NO. : 909 883 7543 Sep. 12 1996 10:29AM P1 I u ' lines y t. I �'• �:� IOU jJ ClAARLrt--S MAR'tltl $ Assop,I TWO ANM5 lNN REASON: V � a SHEET. FROM : KNAPP ARCH'L ENGR'S PHONE NO. : 909 383 7543 Sep. 12 1996 10:30AH r04 o AAJ104 /OJ?J W { �4-piJG, 6L-c:, LJALL Palo! s Z4" r.. W6 44, ja EAC IF it 04 s prp-4 (.a,rr,40� .��*�y .W Ira FAGF- ba Lw4. �lf� D r '7:p &PC j 0 G ml °1 r MOM: WNEA R044, oWO caaeat PA-,VlAj� AP044-9 &ci r. 4,I-rl4 Nib. 43" t,,IA, /4rm La e�ul4A 1 2'fw7rY �#C Zq"^% "Al2. f" Z. �till� a 3" e-M TYP. FAININS NAi ! 5EEG i iONS it C 14AIRLE-5 MAR-TIt Assoc, nh PROM : KNAPP ARCH'L ENGR'S PHONE NO. : 909 883 7543 Sep. 12 1996 10:30AM P2 u, •A?o 4 je,Q a04 i 4L R �TA�NtNr. w Ala. mL '1i164 C �ARL�S 1V�ART1tS �r /�SSaG, 'two Atr-Ms (ciN REAWN: New ITS VkArLI. 4'i►�1�"`' IT 0 Cj �sr03 5HEE'T, M Y5- fe < A5' - 4- wA GC . Iror,C � r� o AA4eL /tJtJ . 14 G t f jr o* I, A Q G/ I N PA . oe�oRssla,�� No. 30577 v,,4 C vp f G %r vie WALL Exp. 3-31-96 IQF CALF BLOC. W ALL w 0S cz4"ge, v64r. Lfw.f .9 4c24 ./ 140,41t. 501WO AAedr ALL �' Pry ✓to O Z ea. f`f✓ Pi legas 1Ifp IZ.a 15 + x •c coNf Pvc Pt� fok�►r�o � !9 P+PE (sc/,% 4oi PE�t�14gT)oN t Ace Do w#j Aap To Par �+cONr r5 c `' inl /CieTia4 /Z.• �.�� a 2 YCa. PoA ►2 . EEE WALL. — N in 3 -+�sf s G E3oTTo�'1 — �� ovTlNlq a -A) M ,war i I M 3" G Lit. T7,P. RE T AININCS NALL SECTIONS 1i KNAPP ARCHITECTURAL ENGINEER, INC. Title: TWO ANGELS INN 2105 NORTH ARROWHEAD AVE. Descr: 5'-0" RETAINING WALL SAN BERNARDINO, CA 92405 Page of TEL: (909) 883-4974 Job #: CHARLES By:CT Date: 5/15/96 FAX: (909) 883-7543 RetainPro 3.1B(c)1994 File:RETAINPR.RPF CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 ------------------------------------------------------ -____----- SOIL DATA ----------___ Allowable Bearing = 1,500 psf Active Lateral EFP = 35.0 psf ....Slope Active = 0.0 psf ..Active Press Limit = N/A psf Bkfill Slope(0=level)= 0.0:1 Passive Lateral = 200 pcf Soil Density = 110.0 pcf Soil Ht over Toe = 6.0 in - ADDED LATERAL LOADS ------- Lateral Load Acting On Stem Above Soil = 0.00 psf Add'1 Lateral Load = 0.0 plf ...height to stop = 0.00 ft ...height to start = 0.00 ft ---------------------------- WALL & ADDED VERTICAL LOADS Axial DL on Stem = 0 plf Axial LL on Stem 0 plf ..Ecc Left of Stem CL = 0.00 in Surcharge over Toe = 0.0 psf Surcharge over Heel = 0.0 psf Using Surcharge to resist overturning @ Heel No @ Toe No -------- ADJACENT FOOTING ------------ Vertical load = 0 plf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) - 0.00 ft Face Top Stem to Ftg. CL= 0.00 ft Ftg. Base Above/Below Soil At Wall Face [+/-] = 0.00 ft Footing Type Line FOOTING DATA ------------ Retained Height = 5.00 ft Toe Width 0.92 ft Wall Ht. above soil = 0.33 ft Heel Width = 1.59 ft Total Wall Height = 5.33 ft ------- Key Depth = 12.00 in Total Width = 2.51 ft Key Width = 12.00 in Thickness = 12.00 in Key Dist. to Toe = 0.920 ft ------------------------�_�__- SUMMARY Pressure @ Toe = 1,458 psf Factors of Safety: Pressure @ Heel = 0 psf Overturning = 1.83 :1 Allowable Press. = 1,500 psf Sliding = 1.69 :1 Eccentricity = 6.83 in Allowable Shear = 76.03 psi Resultant Outside Middle Third 1-Way Shear @ Toe = 11.7 psi Note: Pv Not Used for Soil Pres. 1-Way Shear @ Heel = 7.9 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.250 Tot Lateral Force*1.5= 885.9 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 625.0 # Factor of Safety = 1.69 (-)Friction = 375.2 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------- (Using ACI Factors) --- Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 2,041 0 psf Fy = 60,000 psi Mu - Upward = 993 0 ft-# Upward soil pres negl'd on heel Mu - Downward _ 169 582 ft-#---------- Rebar Choices -------- Mu - Design = 824 582 ft-## Toe (bot) Heel (top) One -Way Shear: #4 @Not Reqd in Not Reqd in vu = 11.71 7.94 psi #5 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= 76.03 76.03 psi #6 @Not Reqd in Not Reqd in Rebar CL To Edge = 3.00 2.00 in #7 @Not Reqd in Not Reqd in Depth to steel = 8.50 9.50 in #8 @Not Reqd in Not Reqd in Ru = Mu/bdA2 = 0.0 0.0 #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0018 #10 @Not Reqd in Not Reqd in Y-5- KNAPP ARCHITECTURAL ENGINEER, INC. Title: TWO ANGELS INN 2105 NORTH ARROWHEAD AVE. Descr: 5'-0" RETAINING WALL SAN BERNARDINO, CA 92405 Page of TEL: (909) 883-4974 Job #: CHARLES By:CT Date: 5/15/96 FAX: (909) 883-7543 RetainPro 3.1B(c)1994 File:RETAINPR.RPF _______ _____-___-_ --- STEM DESIGN ------- (Values shown for concrete stems have been factored) Pg 2 of 2 I- Descending Stem Sections, Highest @ Left -� Stem Construction Data Highest (use columns from left to right) ------------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. Masonry Thickness (nominal) = 8.00 in Rebar Size = # 5 Rebar Spacing = 24.00 in Rebar Placed at Edge DESIGNDATA.............. ................................................ fb/Fb + fa/Fa 0.795 Lateral Load @ Design Ht = 433 # MOMENT..... Actual - 728 ft-# Allowable = 916 ft-# SHEAR...... Actual = 7.59 psi Allowable - 19.36 psi Embedment Length Req'd 6.00 Wall Weight = 78.0 psf Rebar Placed at Depth 'd'= 5.25 in MASONRYDATA ............. ....................................... ........ f'm = 1,500 psi Fs = 20,000 psi Grouting Full Special Inspection No n : Es / Em = 25.78 Short Term Increase = 1.00 CONCRETE DATA............ ............................................... f'c psi Fy psi ------------------------- SUMMARY OF FORCES & MOMENTS -------------- -- I- Overturning Moments Resisting Moments -� Origin of Force: ## ft ft-# # ft ft-# ------------------------- Heel Active Press. = ---------------- 630 2.00 1,260 ------- ----- --------- Soil over Heel = 508 2.05 1,040 Toe Active Press. _ -39 0.50 -20 Soil over Toe = 51 0.46 23 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 0 0.00 0 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 416 1.25 521 Earth Behind Stem = 0 0.00 0 Added Lateral Load = 0 0.00 0 Footing Weight = 376 1.26 473 Key Weight = 150 1.42 213 Vert. Componant of = 0 0.00 0 Active Press. --------- --------- -------- _---___-- TOTALS = 591 1,240 1,501 2,270 Totals used for Soil Pressure, Pv Not Included= 1,501 2,270 s-'�� 'r�. rP�Sr,��Nv�D ��TA►N�n�� wA�.�, S pat Two AWerel i�itJ tN al?ja-,O_F LA eN841A WAGL AA-Ov6 sego PGdN . *'SGvrJf Tor WALL — SLAG 5E4 I ".I dmlr ' ; � ! ; • _ ! . 'fir+, rs LoG. WALL bjIW15 6 r1 s Z49� V6 A% 4 ExE * a Zr4" lZr,t/t. SoLID 4A&aoT ALL. ZyGtJ� PA• vro E Z 4o. rr✓f`r of t.gv�Afp )z-cK 4 "40 c .@*) r. Pyc pex fogwrtp PrPe (Sc/{ 4a) P&A tv- AA-voN FAcE OAY t-►cv Nr �i�Tia fj /Z 1 1 v in 3-lr4 drF PCo oTrN6 1-*'4 GsNT 007'E : VINErer, 9040DoWa o ceat MeA(ag eo t r. ►o ►-rN HW. Ia7O rfp sJN1Ly' w a L L . u M TY w �OoiF S c X4 "V VeKr t t.oGE, 21,4a. 1 Z *4 c �,� u'�s. uoA )2 . c G�arrr� of WALL. i . Rl -A I\IIklo- [Al A I r r'►".40-r.P,tl.- KNAPP ARCHITECTURAL ENGINEERING, INC. 2105 N. ARROWHEAD AVE. SAN BERNARDINO, CA 92405 fir' PHONE: (909) 883-4974 Date: 08/07/96 Page: RESTRAINED RETAINING WALL DESIGN I. -)a tL WALL DATA FOOTING DATA SOIL DATA Retained Soil Ht. = 5.00 ft Footing Thickness = 12.00 in Allow. Soil Bearing �= 1500 psf Toe Width = 0.92 ft Active Fluid Press = 55 pcf Ht. Above Top Support = 0.00 ft Heel Width 1.59 ft Design Fluid Press 55.00 pcf Dist: Ftg. To Top Support 5.00 ft Total Footing Width = 2.51 ft Backfill Slope = 0.00 :1 Total Wall Height = 5.00 ft Passive Lateral = 200.0 psf Fixity a Base of Wall = 0 % Key Depth 12.00 in Soil Density 110.0 pcf VERTICAL LOADS Key Width = 12.00 in Soil Ht Over Toe = 6.00 in Axial DL on Stem = 347.0 plf Key Dist. to Toe = 0.75 ft Axial LL on Stem = 136.0 plf SUMMARY ....Eccentricity = 2.00 in Pressure @ Toe 1039.1 psf Ecc. of Resultant = 1.73 in Surcharge over Toe = 0.0 psf Pressure a Heel = 507.0 psf Kern Distance = 5.02 in Surcharge over Heel = 0.0 psf Allowable Press. = 1500.0 psf Footing One -Way Shear: - LATERAL LOADS Sliding F.O.S. = 1.77 :1 a Toe 1.83 psi Lateral Load Acting on is Heel - 0.37 psi Stem above soil = 0.0 psf Restraint Force Req'd Allowable Shear - 76.0 psi Add'l Lateral Load = 0.0 plf at Top of Wall = 245.0 # Footing Overturning ....Top Ftg to load start 0.00 ft Additional Restraint Stability Ratio - 4.85 :1 ....Top Ftg to load start 0.00 ft Req'd at Bottom = 0.0 # SLIDING CHECK a BASE FOOTING DESIGN --- Soil Press. Mutt. Toe Heel f'c = 2000 psi Ftg/Soil Friction = 0.300 by ACI 9-1 = 1477 720 psf Fy = 40000 psi Soil to Neglect = 0.00 in Mu - Upward = 586 347 ft-# Min. Asteel % = 0.0014 % Factor of Safety = 1.77 :1 Mu - Downward = 121 418 ft-# Lateral Pressure = 683.1 # Mu - Design = 464 -71 ft-# Rebar Choices - Passive Pressure = 625.0 # One -Way Shear: Toe Heel - Friction Pressure = 582.1 # Actual = 1.8 0.4 psi #4 a 15.87 15.87 in Addn'l Force Req'd = 0.0 # Allow*.85 = 76.0 76.0 psi #5 a 24.60 24.60 in Cover over Rebar = 3.00 3.00 in #6 a 34.92 34.92 in Ru = Mu/bd' = 6 1 psi #7 @ 47.62 47.62 in As Req'd = 0.15 0.15 in2 #8 @ 48.00 48.00 in #9 a 48.00 48.00 in STEM DESIGN DATA STEM SECTION DESIGNS Stem Material Masonry NOTE !! Maximum Moment Occurs at 2.01 ft above Top of Footing Em = f'm * 750 Too .8 Ht .6 Ht .4 Ht .2 Ht Bottom n Modular Ratio = 25.78 OK OK OK OK OK OK Allowable Fa = 149.1 Dist. above Ftg 5.00 4.00 3.00 2.07 1.00 0.00 ft Nominal Wall Thick. = 8.00 in Bar Size 5.00 5.00 5.00 5.00 5.00 5.00 f'm = 1500 psi Rebar Spacing 24.0 24.0 24.0 24.0 24.0 24.0 in Fs = 20000 psi Rebar Location Edge Edge Edge Edge Edge Edge Load Duration Factor = 1.00 Rebar 'd' Dist. 5.25 5.25 5.25 5.25 5.25 5.25 in No Inspection Required Tension Face Earth Front Front Front Front Front Grout All Cells Moments: Actual -80 152 335 407 314 0 ft-# Use Medium Weight Block Allowable 916 916 916 916 916 916 ft-# Shears: Actual 2.7 2.4 1.5 0.1 2.1 4.8 # Allowable 27.4 27.4 27.4 27.4 27.4 27.4 # Wall Weight 78.00 78.00 78.00 78.00 78.00 78.00 psf Masonry Stem Data..... Interaction Value 0.123 0.207 0.412 0.496 0.401 0.064 Actual fa 5.3 6.2 7.0 7.8 8.7 9.6 psi Actual fb 5.3 41.0 90.4 109.9 84.7 0.0 psi V4.4C1 (c) 1983-96 ENERCALC Che Tang, kw0601567 RUG 06 '96 04:03PM AT&T FAX 9015PF P.1 FROM : KNFFP AWN' L ENGR' S PHONE NO. : 909 893 7543 Aug. 06 19% GPM ILlMW ARCHITECTURAL ENGINEERS, INC. 2105 N. ARROWHEAD AVENUE SAN BERNARDINO, CA 92405 (NW) 888.4974 Fax (2014) 883.7543 August 6, 1996 To; Building & Safety Department c/o Charles Martin, Architect 73 733 Highway I I I Palm D=rt, CA 92260 Re: The Two Angels Inn As the engineer of Record on the subject project, I am directing that the 4" discmeter _ drain pipes may be omitted at the retaining was adjacent to the lake and the cottages. The drain litre is not necessary in -so -far as there are concrete slabs adjacent to theses walls precluding water from saturating the soil adjacent to the retaining walls. Respecttllyl 31 1996 01:42Ph1 FROM : KNRPP RRCH'L ENGR'S PHONE NO. 909 S83 7543 Jul. _ No. c 3"77 Exp. 3-31.98 �AG4 '440vG see f I'AA) s lA► , , ; ,,u�d 2-4" Y of lt�r, 9 Ete. e 24 �f gout. lotto ApG#'i A" } e-66 S. vi A-4k 'r!c by w0j.PAY 1-►�pNT E ` b i s c-f 1 I.F..7 z"G t.4- t eD491 +s . c j:gf-JITA Die �v l KNAPP ARCHITECTURAL ENGINEERS, INC. 2105 N. ARROWHEAD AVENUE SAN BERNARDINO, CA 92405 (909) 883-4974 Fax (909) 883-7543 Date: August 7, 1996 Re: Two Angel Inn Bed / Breakfast Caleco Bay/La Quinta, California. Dear Dennis Wish, The trusses were designed by Valley Truss Bar. The manufactured truss calculations, layouts, drawings, and diagrams are in accordance with my design intend. These trusses are engineered, stamped and signed by a licensed engineer in the State of California, Redong Vu. If you have any questions, please do not hesitate to call me at the phone number above. Attached are the calculations for retaining and restrained retaining wall designs. Two copies of wet stamped sets will follow up in a couple days. Thank you, Che Tang Engineer of Record