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AR (05-2700)77521 Los Arboles Dr 05-2700 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 05-00002700 Owner: Property Address: 77521 LOS ARBOLES DIANE AHLSTROM APN: 658-260-046- - - 77-521 LOS ARBOLAS Application description: ADDITION - RESIDENTIAL n LA QUINTA, CA 92253 Property Zoning: LOW DENSITY RESIDENTIAL D w Application valuation: 80000 JUL 14 2005 Contractor: Applicant: Architect or Engine r: PALM SPRINGS KITCHEN & BATH CITY OF LA QUINTA 72120 MANUFACTURING FINANCEOEPT THOUSAND PALMS, CA 92276 (760)343-5678 Lic. No.: 853080 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with . Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: 13 Lice a No.: 853080 ate: C ract OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she 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).: 1 _ 1 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, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). (_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERNIIT VOICE (760) 777-7012 FAX (760) 777-7011 ,INSPECTIONS (760) 777-7153 Date: 7/08/05 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier AMER HOME Policy Number 12422436 _ I certify that, in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I all Iforthwith comply with those provisions. Y e`f Oti cant: i WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and sta aws relating to building construction, and hereby authorize representatives of this county to enter upon t ove-mentioned property in pection pur oses. 11 Date: nature (Applicant or Agent): a . Application Number . . . . . 05-00002700 Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 549.50 Plan Check Fee .' 357.18 Issue Date . . . . Valuation . . . . 80;000 Expiration Date 1/04/06 Qty Unit Charge Per Extension BASE FEE 414.50 30.00 4.5000 ---------------------------------------------------------- THOU BLDG 50,001-100,000 -------------- 135.00 ---- Permit . . . ELECT - ADD/ALT/REM Additional desc . Permit Fee . . . . 30.00 Plan Check Fee 7.50 Issue Date . . . . Valuation . . . . .0 Expiration Date . . 1/04/06 Qty Unit Charge Per Extension BASE FEE 15.00 20.00 .7500 ---------------------------------------------------------------------------- PER ELEC DEVICE/FIXTURE 1ST 20 15.00 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 24.00 Plan Check Fee 6.00 Issue Date . . . . Valuation . . . . 0 Expiration Date 1/04/06 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 ------------------------------------------------ EA MECH APPL REP/ALT/ADD ---------------------------- 9.00 Permit . . . PLUMBING Additional desc . Permit Fee . . . 81.00 Plan Check Fee 20.25 Issue Date Valuation . . 0 Expiration Date 1/04/06 Qty Unit Charge Per Extension BASE FEE 15.00 10.00 6.0000 EA PLB FIXTURE 60.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB GAS. PIPE 1-4 OUTLETS 3.00 ---------------------------------------------------------------------------- Special Notes and Comments REMODEL KIT. BATH ,RELOCATE TOILETS AND LQPERAIIT . : 4C.6-. LQPERAIIT Application Number . . . . . 05-00002700 ---------------------------------------------------------------------------- Special Notes and Comments SHOWERS -------------------------- ------------------------------------------------- Other Fees . . . . . ENERGY REVIEW FEE 35.72 STRONG MOTION (SMI) - RES 8.00 Fee summary Charged Permit Fee Total 684.50 Plan Check Total 390.93 Other Fee Total 43.72 Grand Total 1119.15 Paid Credited Due .00 .00 684.50 .00 .00 390.93 .00 .00 43.72 .00 .00 1119.15 Bin # City of La Quinta Building 8T Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: 77 S f L t S S. Owner's Name:n/jwa AOL A. P. Number: 65 60—...0 Address: 1 ,p O Legal Description: Contractor: City, ST, Zip: QA)t4TA ChtS Address:'? b Q Project Description: City, ST, Zips' '08-LTI)S—30"a-7 0. - Telephon 0 1&4'5 - ! _, ^::<;.c,v tri: > <%:<:».:. , ;;::«:,; ::;> State Lie. # : D Q City Lie. Arch., Engr., Designer: o1 Ti. Oil_ Jt}O t..fZ Address: L0 C •-T- DP S3 R City., ST, Zip: S f. ✓(y — % JL'CI DJ • Telephone: ::•:<..... : State Lie. #:<#;+r'`s' •:.:.:::::n.:::::,:::,,w,.. Name of Contact Person: K,2vi /a V. SM iT4 Construction Type: Occupancy: Project type (circle one): New Addt n Alter Repair Demo Sq. Ft.: # St 'es: i# Units: Telephone # of Contact PersonOfbo 348 Estimated Value of Project: U0, 0 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Z Plan Sets Plan Check submitted Z/j of Item Amount Z Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person 7113 Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- "d Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of per it issue 1 School Fees Total Permit Fees 1! 1 ,wTv U C. - +-(0 o f1Z AM S9ty rte- A cvvect YOUNG ENGINEERING SERVICES *Engineering *Architecture -Surveying• Building & Safety Services Letter of Transmittal To: City of La Quinta Date: 07/12/05 Project: 77-521 Los Arboles Attn: Ed Randall PC#: 05-2700 Tel No.: (760) 777-7012 Tract No.: We are forwarding: X By Messenger By Mail Your Pickup No. of Copies Description: 1 Plans 1 Struct Comments: Structural contents are approvable. Thank You. This Material Sent for: Your Files Per Your Request Your Review X Approval Checking At the request of: Other By: N@lin P@chunuri Phone # (760) 360-5770 EXT. 108 77-804 Wildcat Drive, Suite C, Palm Desert, CA 92211 (760) 360-5770 Bronz Young . ,.MAY -30-2005 2135 May 25, 2005 Diane Ahlstrom 475 Vahnonte Sia Palm Springs, CA 92262 Re: Arcbitecousl Variance / 77-521 Los Arboles Dear Ms. Ablstrom: Your architeottttal request dated 5/9/05 regarding: 1) The replacement of your courtyard entry gift and the replacement of your front door has bear approv6d is _ sutbmitoed. 2) lteplacemest of windows have been approved as submitted• 3) The h>stalhufron of lights under the garage doors have been approved- Please be sune'tl►e d o chouical is -tied up to your own electrical supply. All modifications above ere approved with the following stipulations: • Actual modific&on must vmfuum to the plans and Wwfficafiow submitted and approved. • Comp*w and licensed proftsioffils ftV do all vx* in s wedmmnh'ke msaucr. • Any dw0Wto the conmroa area resulting from " ntodificadcm and its conmrcrim droll be repaired at the Owner's expense. Please contra the Association office once your modifications arc complete for a t please oa A copryr of the approved variance will be mailed to you ager the inspection. Ifyoo have my quesdoM P Very truly t; c1>ristma Pbrimr Association Manager On Bebalf of the Architectural Cowmiftm SANTA ROSA COVE ASSOCIATION 494YA 16=boW9r Drive tem Owl yM"21 ftV (760)7r767622 POUoS03011 zo Perm Dwz;t, CaBfomia 9255 SANTA ROSA COVE ASSOCIAnON i R N STRUCTURAL CONSULTANTS, INC. 75-153 MERLE DRIVE, STE. B, PALM DESERT, CA 92211 PHONE (760) 836-1000 FAX (760) 836-0856 E- MAIL R. FRANGIE@VERIZON.NET June 30, 2005 Palm Springs Kitchen Bath 72-120 Manufacturing Road Thousand palms, Ca. 92276 Tel. (760) 343-5678 Fax (760) 343-793 Attn.: Mr. Dino Theissen Re.: The Ahlstron Residence 77-521 Los Arbolas LA Quinta, Ca. 92253 Job no.: 4326 Subject: Remove bearing wall Dear Mr. Dino In regard of the above mentioned project, and as per our conversation on June 19, 2005, we submit the following: To remove the roof load bearing wall at the master bathroom, follow the attached partial framing plan and detail "A", `B", and "C" for the added glu lam beam and isolated concrete pad Verify the above information with the building department prior to construction. If you have any questions please do not hesitate to contact our office. Zeyad Faqih P.E. attachment (5) 173 005 OQROFESS/pd, M9 F l<2 ` No.57958 Exp. 06-30-0 6, \J'T CI VII P \ FCF CAI-WC ' CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROV D FOR CONSTR TION D,1111U(30 sir -7/ • I I I N m D HA ; I f &F X -50W DFAD-F.-L, ------- ------T i A d 8 3-5 R -KB - - - - . I - --------------- I 7 1, I r •1. I, I a ER RsO Z-13-1101 U, — — -- ---- - ----- 8' lo.. ---- . 0" --- -- - - - . ..... ...----- 1 I , 1 r C OF F p bp _ CT'DO -- — .. .!; R F STRUCTURAL CONSULTANTS, INC. 75-153 MERLE DRIVE, ATE. j3, PALM DESERT, CA 92211 PHONE (760) 836=1,000 FAX (760r) 836=0856 E- MAIL RAYMOND@RFSTRUCTURAL.COM CONNECTION DETAIL 1- NEW BEAM PER PLAN 2- EXISTING R/J W/ JOIST HANGER 3- EXISTING ROOF SHT'G. 4- E.N. CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTLCTIO DAT B N M M R F STRUCTURAL CONSULTANTS., INC: 75-153 MERLE DR_NE, STE. B, PALM DESERT, CA 92211 PHONE (760) 836-1000 FAX (760) 836-0856 E= MAIL RAYMOND@RFSTRUCTURAL,.COM CONNECTION DETAIL 1- FLUSH BEAM, SEE PLAN. 2- TS22 BEAM TO POST W/ 1 Od x 1 1/2" NAILS. 3 - DBL TOP PLATE. 4- POST, SEE PLAN. 5- 2x STUD W/ 16d's 8" O/C. TO POST. w QUINTA BUILDING & SAFETY DEPT. APPR VED FOR CONST UCTI TE_ m • C' a R F STRUCTURAL CONSULTANTS, INC. -------------------------------------------------------------------------------------- 75-153 MERLE DRIVE, STE. B, PALM DESERT, CA 92211 PHONE (760) 836-1000 FAX (760) 836-0856 E- MAIL RAYMOND@PFSTRUCTURAL.COM v M z u- 1- PAD FOOTING PER PLAN 2- EXISTING SLAB SEE PLAN FOUNDATION DETAIL f -c BUILDING & SAFEY'DEPT. APPR VED FOR CONST CTION DATE BY L' COMPANY PROJECT ` : .KS.<n: ,R F STRUACTURALCONSULTANTS INC . Y.7 -­'Irvrcn a v' n bvi'i c c • SPALM DESERT, CA 92111 1 snr'nv rrEroew nnr,'rcx J.une.23.2005.15;28;01 J Design Check Calculation Sheet sizer' kw2a LOADS;'j Ibs, psf, or plf,) :Load Type Distribution Magnitude Location [f=Patt.,n Bendf, 1n DeadDef1'n Total Defl1n ( 0.16 L/950 1223 10.43 L/346 I -Fb' 2900- 10.83 = L/160 Start End Start En Load21Live (Full Area I` 20.00(10.00)* 1No -i1r1DULary wiaLn (rt) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : l l Live Total 0' ,Aftfi 1250 2256 Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x9" Self WetQht. Of .10. 96 Alf. automat)cally,inC.luded:in;loads; Lateral support: top= full, bottom= at supports; Load combinations: ICBO-UBC; -G C-7iO ,—zi-'"v"E rv`COvim'' VLJS=1yy /t ("SLTeSSSp51, "art6'lil' j 12'-6" n,,A 1250 2256 1.0 Criterion Anal sis Value Design Value Analysis/Design I fb/Fb' = 0.51 I 0.52 I I Bendf, 1n DeadDef1'n Total Defl1n ( 0.16 L/950 1223 10.43 L/346 I -Fb' 2900- 10.83 = L/160 Af;7''i71iiO`NAL Dl1TA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# I 8)• s= 7h nn t hn 7 . nn• Y , nn -r nryn' Y nn Y olw) k An- t., AA Fv' = 190 1.00 1.00 1.00 2 j Fcp'= 650 1.00 1.00 - Bending(+) LC# 2= D+L, M 7050 lbs -ft T I Deflection: LC# 2 = D+L EI= 560.91e06 lb in2^ k Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection (All LC's are listed in the Analysis output) D'E51GN NOTES 1. Please verify that the default deflection limits are appropriate for your application • r a'. 1 - TV. w- k :_..a 1/t J.). i;-..n-..1 .ti ..t n. J l- s ,IL .- . - T4 ... .. . by P 'a O.• -:..._ ..v w . .. ., .q . .- ... ....., s j .... .......c.... ....... ._ .v,xa..:.. e '. ...vv . ....r... .,fis:•:, I. loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. k. Giuram'beanis snail'ae i2tetaiiy supporteli according to the provisions 61 -NUS Uause 3.3:3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). (SFT Q5 +;s c Ap p R0 ED FOR STR ,r o DA .. IM lMkFheFinesst :N the tchen Bath Indasby . STANDARD SPECIFICATIONS FOR KITCHEN DESIGN AND INSTALLATION Name: DIANE ABLSTOM Home Address:. 77521 LOS ARBOLAS City: LA QUINTA State CA Jobsite Address 77521 LOS ARBOLA By PCzIn S _VTCE 10 _ i: l "11 Hereafter called "Kitchen Specialist" Phone (Home) 760 320-8566 (Office) (Office) Qobsite) Kitchen Specialist will supply and deliver only such equipment and material as described in these specifications. Labor connected with this kitchen installation will be supplied by the Kitchen Specialist only as herein specified. Any equipment, material and labor designated here as "Owner's responsibility" must be furnished and completed by the Owner, or the Owner's Agent in accordance with the work schedule established by the Kitchen Specialist. Equipment, material and labor not included in these specifications can be supplied by the Kitchen Specialist at an additional cost for which authorization must be given in writing by the Owner, or the Owner's Agent. All dimensions and cabinet designations shown on the floor plan, which are part of these specifications, are subject to adjustments dictated by job conditions. All surfaces of walls, ceilings, windows and woodwork, except those of factory -made equipment, will be left unpainted or unfinished unless otherwise specified. if specifications call for re -use of existing equipment, no responsibility on the part of the Kitchen Specialist for appearance, functioning or service shall be implied. For factory -made equipment, the manufacturer's specifications for quality, design, dimensions, function and installation shall in any case take precedence over any others. 01996 NM 8102 (over) t► n Two Cabinetry (as per approved drawing) Manufacturer Cabinet Exterior &( Wood ❑ Steel ❑ Decorative Laminate ❑ Other Cabinet Exterior Finish ARTIC WH11MMISTRESSED Cabinet Interior Material MRT.RMiNiE Finish NATURAL Door Style DATONA WjMATCHING DRAWER HEAD Hardware BY OWNER Special Cabinet Notes KTTCHEN,GUEST, & MASTER BATH SAME AS ABOVE (MATCHING WOOD FRONTS ON REFER & DISHWASHER) ULTRA CRAFF Furnished By V Kitchen Specialist ❑ Owner ❑ Owners Agent Installation By V Kitchen Specialist ❑ Owner ❑ Owners Agent Countertops (as per approved drawing) Manufacturer Material Design Details Deck Thickness -1-10— Color-TE—LE Edging Thickness' Color Backsplash Thickness Height Color End Splash Thickness Height Color Special Countertop Notes TILE BY OWNER (ROUGH TOPS BY K.S.) Furnished By ❑ Kitchen Specialist GY Owner ❑ Owners Agent Installation By ❑ Kitchen Specialist ❑ Owner V Owners Agent Fascia & Sort (as per approved drawing) Construction ❑ Flush ❑ Extended ❑ Recessed N/A (Open) Finish Material wooD HOLLOW BEAMS 1"X8"X2o Special Fascia/Soffit Notes HAND SCRAPED, DISTRESSER, AND STAINED (SEE & SIGN SAMPLE TO FOLLOW) Furnished By C( Kitchen Specialist ❑ Owner ❑ Owner's Agent Installation By W Kitchen Specialist ❑ Owner ❑ Owners Agent Lighting System Model Number h lamp Fumshed B Installed B Description Qty RM. K.S. I 0/OA K.S. 0/OAS KITCHEN UNDER CABINET 6 G.E. WHITE FLOU Kftb=S $;Dun=s mWist KITCHEN PENDANT ROUGH -IN 3 FIXTURE BY OWNER TBA °"° ate°`° s KITCHEN REC.CAN LIGHTS 6 4" I.C. 60 WATT WHITE INCD. K=vnm S Kitchens mwia KITCHENDIIvIIvIERS/SWITCHES 3 DECORA WHITE N/A Yjwh°S "-s ' aud owner owl rt LIVING ROOM REC. CAN LIGHTS 4 6" LC. 60 WATT ATE INCD. g"e°m BiOe°ms DD&AER/SWTTCH 1 DECORA WHITE N/A K&bms HimbmS ' GUEST & MASTER REC. CAN LIGIM 8 4" LC. 60 WATT WHITE INCD. Kha= Ownce GUEST & MASTER WALL SCONCE 4 FIXTURE BY OWNER TBA INCD. owmf Khcbm MASTER BATH VAPOR REC. CAN 2 6" I.C. 60 WATT WHITE INCD. rrmraee s $i0t°m S Special Li htin System Notes SEE LIGHTING PLAN FOR LOCATION OF FIXTURES & DDQdERS/SWITCHBS. OUTLETS AS PER PLAN BhWl2 KEY K.S. = Kitchen Specialist 0 = Owner OA = Owner's Agent Page Three ietevururr Radio N/A owner rd VCR N/A owner Washer N/A owner Dryer N/A owner nt Special Appliance Notes: Fixtures and Fittings Item Brand Name Model Finish Furnished B Installed Hook U B Fuel K.S. I 0/OA K.S. I O/OA K.S. I 0/OA Kitchen Sink #1 ROHL SHAWS owner Mom SjvdaU Kixnms ' No. of Holes UNDREMOUNT owner Kitch— Sfdabst KW.s ' Faucet TO FOLLOW owner in l— s Kim s ' Strainer TO FOLLOW owrrer nt Kitchen Sink #2 N/A owner Kucem KucLm No. of Holes N/A owner owrreran Faucet N/A owner nt Strainer N/A ower ant Hot Water Dispenser N/A oWAef oMmeren ord Chilled Water Disperser N/A o"1B' ownwM am Lotion Dispenser N/A owner Water Purifier I N/A owner o"eE7 Special Fixtures and Fitting's Notes: Page Four Windows and Doors Item Brand Name Model Finish Hardware urr►is ed edby K.S. O/O K.S. O O FRENCH DOOR, 8/0 X 6/8 COBB FRENCH DOOR, 3V6/8(2)COBB INTERIOR DOVARIOUS N/A N/A N/A COBB iTAINIPAIW xhcbm COBB iTAIN/PAIN' VARIOUS PAINT owns► Dwner Kbch=s s s M N/A N/A nt N/A owrrer M Special Window.and.Door Notes: . Flooring umished By Installed B K.S. O/OA K.S. O/OA Removal of Existing Floor Covering N/A owner Preparation of Floor for New Surface N/A o` m 4nt Installation of Subfloor/Underlayment N/A owner New Floor Covering Material Description: N/A owner ant Manufacturer Pattern Name N/A owner am Pattern Number Pattern Repeat N/A owner i ant Floor Covering Installation N/A owe Baseboard Material 4" CORONADO PRUdED rs Kbch=S ed -list Transition Treatment N/A owner Remove and Repair Water Damaged Area N/A °w'erowrmM rd Special Flooring Notes Decorative Surfaces (wall, ceiling, window materials) Removal Work: Wall Ceiling Window Preparation Work: Wall Ceiling Window Description Brand Name Material Model Finish Quantity Fumished By d B K.S. O/OA K.S. O/OA SCRAPE ACUSTIC CEMJNGS s S ed -list TEXTURE DRYWALL PER Uchea h. APPROVED SAMPLE Khchen s ' N/A owrer ownerM ent N/A o— N/A o rd N/A owe N/A owner Special Decorative Surface Notes: ,a Page Five Electrical Work (except as described above in specific equipment sections) Famished Heating System Alteration N/A Owner N/A owns► New Service Panel owlrer N/A Code Update Details B Installed B K.S. O/OA K.S. O/O M rd MOVE AND ADD OUTLETS AS NEEDED -- MOVE 220V FOR RANGE —PROVISION FOR yqy A PIUMbing (except as described above in specific equipment sections) Fumtshed By B KS. O/OAO OHeating System Alterations N/A New Rough -in RequirementsN/A Modifications to Existing Lines PERPLAN NL, d o °"'" ` s n< Details MOVE SUPPLIES AND DRAINS PER PLAN IN KITCHEN GUEST BATH AND MASTER BATH— S General Carpentry (except as described above in specific equipment sections) Furnished By Installed B K.S.10/OA K.S. 0/0Aj Demolition Work PER PLAN ° g'hE6 s Existing Fixture and Equipment Removal sW:bm > Trash Removal xftcbm Kiwl—s Reconstruction Work (Except as Previously Stated) Kjhtcbm Khch=s cddiU Windows N/A Owner owner ownerm am Doors N/A o.r 0 M Interior Walls DEMO AND REBUELD MASTER BATH AND KITCHEN CEILING PER PLAN— "l- siocIlm s mWist ---ARCH OPININGS FORTED APJEA OwrMard Exterior Walls PATCH STUCCO AS NEEDED AROUND DOORS FACING INTERIOR PATIO— KW- rKhch=S FINISH ED APPR — B srocem Details DEMO TILE AROUND FIREPLACEJUMU"ING FIREPLACE TO BE ADDITIONAL CHARGE Bff12 PaRe Six Miscellaneous Work Responsibility po K.S. 0/OA K.S. Trash Removal DAILY Kftchm S OCWW 4 DAILY jobsite/Roorn Cleanup INCLUDES DRAWINGS Building EPermit(s) "t( t NIA tructural Engineering/Architectural Fees Structural Kfth. S Kftcbm S ovma Inspection Fees jobsite Delivery KfthmS ed.1; Kms oddist Other ow=?&A pw I have read these specifications and approve: Accepted: Accepted: Date: `` ``O Authorized Company Representative By: 01 0 ( Alfelk- By. Date: FJUL 1 2005 CITY OF LA QUIIVTA BUILDING 0- ' SAFETY DEPT. AP °QED FOR CONST hUCTION . N_ N, C 1--j loo a y— .0 O U, orN y `z w iP 717 CITY OF LA QUIIVTA BUILDING 0- ' SAFETY DEPT. AP °QED FOR CONST hUCTION . N_ N, C Z D `z w iP CITY OF LA QUIIVTA BUILDING 0- ' SAFETY DEPT. AP °QED FOR CONST hUCTION . N_ N, C F -I _ - S fo` N Q F -I Simonson Strong -Tie PC/EPC Post Caps Page 1 of PRODUCTS 'LITERATURE TRAINING NEWS TCUSTOMER SERVICE ...................................................... Search About Us Where to Buy For Your'Home International >> Home > All Products_- Alphabetical List Printer version (catalog PDF) PC/EPC Post Caps © Ernail thisp- g a e to a friend A custom connection for post -beam combinations at medium design loads. Material: PC -12 gauge; PC -16 -16 gauge.' Finish: 'GalVahiied. Some products available. ih ZMAX; see Corrosion Resistance. Installation: Load Table • Use all specified fasteners; see General Notes. Gallery of images • If 9/16" pilot holes are bolted, no additional load is achieved. Code Reports Drawings Options: Related Catalogs Related Categories . . . . _ . . . Technical Bulletins . • For end conditions, specify EPC post caps, providing dimensions are in accordance with table; Help for downloads see illustration. • Some PC and EPC models are available,in rough sizes. • For heavy duty applications, see CC and CCQ series. Gallery: top roll over images below to see larger image PC i Typical EPC End Post Ca Typical PC Post Ca YP P YP P F , Y •. Installation Installation Ods Q >{N. . r r Load Table: Avai7aKe witlr ad&Wjv of cvno w pn*dma. On* witfr factory. W. 1. Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2. Lateral loads are in the direction parallel to the beam. 3. Allowable loads are for nails only. 4. Uplift loads do not apply to splice conditions. . . . . . . 5.. Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by. means other than the post cap.. . . . . . . Code Reports (PDFs) See table above for specific product code references t ICC NER Reports (formerly NES Reports) about the ICC Code Ref. 7: NER443 (1.5mb) CWB, GH, GLTV and HGLTV, LPC4, LS, LSTA/MSTA, LTB, MA, PB, PC/EPC, SP/SPA, THM-2, WBNVBC, DJT14Z, DBT1Z, DPTZ,DRT8 City of Los Angeles Research Reports Code Ref. 90: RR25149 (1.7mb) Framing connectors: CWB, EPC, GH, GLTV/HGLTV, LS, LSTA, MA, MSTA, PB, PC/EPC Florida Statewide Product Approvals Code Ref. 121: FL474 View the products covered in FL474 Drawings (DWGs) To download drawings, right -click or Ctrl -click on the link, then choose "Save Target As..." tog Perspective Download the Simpson AutoCad EPC PC Menu Orthographic PC44-16 PC44-16-F PC44-16-R PC44-16-T PC44 C44- PC44-R PC44-T PC46-16 PC46-16-F PC46-16-R PC46-16-T PC46 PC46-F PC46-L PC46-R PC46-T PC64-16 PC64-16-F PC64-16-L PC64-16-R PC64-16-T PC66-16 PC66-16-F PC66-16-R PC66-16-T EM Pte. F PCf6RCC66 -TT Related Catalog Pages (PDFs) tog ` C-2005 (Wood Construction Connectors) (166k) To order free catalogs by mail visit the C HW05-R High Wind Resistance (Post and Column Caps) (107k) Literature order Form Related Categories Steed 8 Skewed Connectors for Solid Sawn Lumber High Wind Resistance: Post and Column Caps i"://www.strongtie.com/products/connectors/PC-EPC.html t9A 6/23/2005 6irs t38 Z)1 Loth Now itA11t no 6 ' Subtes UPM MM., tat f PC r He. Sine W9 { LT La RIL (133) 4160 1033"60111 4=0501 PC44-16 4x4 3IX-a 34 ill 7AA 4-164 646d 4-16d3433 10'30 10W 925 ION 4x4 Us 3A his i 11 7 {5 4-16d 6-11W 4-16d 4933 1470: 171001 925 1070 j K4646 4x6 3% `tea; 113 3jt 4' 184 6464 4.16d 3433 144411000 925 1000 PC46 4x6 3A 5,9 2% '1 13 9 4-160 6-168 4-116d 4933 1470 11744 925 1070 PC48.16 4x8 31%. 7X 2A $ S . t f}+ 4-16d 8464. 6-16d 3433 1400 ;1000 147r5 1285 PC48 4x8'ir a 7K 11yd 4-160 8460. 646d 4833 1470 g 17W 201'5 1610 PC64-16 4x6 SY 3% 4y, I' 11 7% 4-16d 6-ti6d 4-164 3433 1400 1000 825 1000 F, 90. r 4x6 SX 3X, 4'vfo .. 91 ,4-160 5-16d 4-16d 4933 1470 1700 925 1070_ PC66-16 6x6 SYS 5x 4K, 1 13 9,V. 4-11_Sd 6-1:66 6-164 3433_ 1000 ; tow 925 12_85 PC66~ 6x6 SX 5 4g(E 13 9}8 4-t6d &%d 6-1;6d 4833 1470 i 1700 825 1610 ' PC68 .. 6x8 . SY 7}4 . AM, .15 119..4-16d, 6-16d. 6-16dff4933 470. 17.00 .207.5. .1610.. PC84 4x8 7p- 33(, 6y6 t 1 7Y. 4-16d 6-164 6-16d470 i'1700 925 1610 PC86 6x8 7X 5)6 6%] 13 9 4-166. 6,t6d 6-IGEd47(1 1700 925 1610 PC88 8118 7y 7j1 6 t5 t1y 4-160 8.1611 6-t6d470 =17'00 2075 1610 1. Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2. Lateral loads are in the direction parallel to the beam. 3. Allowable loads are for nails only. 4. Uplift loads do not apply to splice conditions. . . . . . . 5.. Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by. means other than the post cap.. . . . . . . Code Reports (PDFs) See table above for specific product code references t ICC NER Reports (formerly NES Reports) about the ICC Code Ref. 7: NER443 (1.5mb) CWB, GH, GLTV and HGLTV, LPC4, LS, LSTA/MSTA, LTB, MA, PB, PC/EPC, SP/SPA, THM-2, WBNVBC, DJT14Z, DBT1Z, DPTZ,DRT8 City of Los Angeles Research Reports Code Ref. 90: RR25149 (1.7mb) Framing connectors: CWB, EPC, GH, GLTV/HGLTV, LS, LSTA, MA, MSTA, PB, PC/EPC Florida Statewide Product Approvals Code Ref. 121: FL474 View the products covered in FL474 Drawings (DWGs) To download drawings, right -click or Ctrl -click on the link, then choose "Save Target As..." tog Perspective Download the Simpson AutoCad EPC PC Menu Orthographic PC44-16 PC44-16-F PC44-16-R PC44-16-T PC44 C44- PC44-R PC44-T PC46-16 PC46-16-F PC46-16-R PC46-16-T PC46 PC46-F PC46-L PC46-R PC46-T PC64-16 PC64-16-F PC64-16-L PC64-16-R PC64-16-T PC66-16 PC66-16-F PC66-16-R PC66-16-T EM Pte. F PCf6RCC66 -TT Related Catalog Pages (PDFs) tog ` C-2005 (Wood Construction Connectors) (166k) To order free catalogs by mail visit the C HW05-R High Wind Resistance (Post and Column Caps) (107k) Literature order Form Related Categories Steed 8 Skewed Connectors for Solid Sawn Lumber High Wind Resistance: Post and Column Caps i"://www.strongtie.com/products/connectors/PC-EPC.html t9A 6/23/2005 PRODUCTS LITERATURE TRAINING NEWS CUSTOMER SERVICE .... ........... .............:............... .... ......... _ Search: About Us Where to Buy For Your Hame h Home > All Products.- Alphabetical List International Printer version (Catalog PDF? .B/ABA/ABE/ABU Adjustable and Standoff Post Bases ® Entail this page to a friend Also see additional standoff bases. gi The AB is a fully -adjustable post base which offers moisture protection and finished hardware appearance. N 1 P P .. .................. ;..... . . . . Post Bases provide tested capacity. They feature 1" standoff height above concrete floors, code -required when supporting permanent structures that are exposed to the weather or water splash, or in basements.` They reduce the potential for decay at post and column ends. Load Tables Material: AS -12 ga plates; 16 ga base cover, all others - see table. Gallery of images Code Reports Drawings Finish: Galvanized. Some products available in ZMAX; see Corrosion -Resistance. Related catalogs Related Products . . . . . . . . Related. Categories Installation: Technical Bulletins Filers • Use all specified fasteners. See General Notes. Help for downtoads • Post bases do not provide adequate resistance to prevent members from rotating about the base and therefore are not recommended for non top -supported installations (sunt as fences or unbraced carports). • Supplied as shown; position the post, secure the easy -access nut, then bend up the fourth side. • AB, ABA, ABE and ABU - for pre -pour installed anchors. For epoxy or wedge anchors, select and install according to anchor manufacturer's recommendations; anchor diameter shown in table. Install required washer, which is not included for ABAs. • See Simpson Anchor Systems for tested, load -rated anchors and see T-ANCHORSPEC for more information. Gallery: top roll over images below to see larger image W r - 7(.t'. e 5. 1i a. ABU44 ABE44 AS ABA44 F: (other sizes ABE46,46R,66 Can be (other sizes similar) and 66R installed on similar) 2' (ii WIMUM supplied with existing slab U.S. Patent SJDEWIVER washer. 5,333,435 Ig -- jT *1.. i;:x v "_im •N .." i' i., ; •a-. . 5 ABU88 Typical AS Typical ABE46R Installation for • ' > _ 2load transfer Installation rough lumber (ABE similar). L - plates supplied Anchor Bolt per K Engineer of Record, or consult T-Anchorspec catalog Load Tables: Ara&M we adWMW ate mm pn*dtm car litt'!{'f1 &X&Y Model i tensit" Archer A1loerable Fasteners nioalds No. W L H Diameter (100) ': 39/,r 39/1s 214 8-t0d 4065 AB R 4 4'/is 2 ':=`z -11 d ... ` . 2:fin _ f 3 5- 3 'iz a 8-1od ; 41i 82,121 'AB416R 4 6 2s/1s 4 - { .. 5',/2 W, F) : 2 s-IOd 55335 AB66R 6 6 21,Yis j 8-10d 53355 1. Loads may not be increased for short-term loading. It a Illlr a ti 1 aouao ola Pira dffly GIS *10 Ormy ........... " - - - lAatetial .. 0%peusiofAs - - ...... Fasteners Allowable Loath I Uplift ' Post ttptiti U1011 01113) Nominal ModelAvg Pad Sas-e Shap W L H NB A. tllacbirle Sods Ull Nails sells Hails talo. g {6a)) a) Din tails Qty Dia ABA44 4x4 16 16 3346 3 3Ke -- 6-10c1 -- • 2120 1893 556 -- 520 — 555 520 ABE44 4x4 16 . 16 3 3 a — 12 3 % 3 53 ! 6-10d — — 2 7833 2200 .1800 2200 ASU44 4x4 16 16 16 4 3 2' — - 1616d 2120- ABA44R RGH 4x4 6 4 3 23fs — 6-10d — — 1893. 400 400 ASE44R RGH 40 16 16 12 16 3/' 5X46 4' s — % 8-16d — 5l67 810 — 810 J _ARE46 4x6 . ABA46 4x6 14 14 3V- SW- 336 — U 8-16¢ g- -- 2255 2300 2300 ASU46 4x6 12 12 3Xs 5 7 12-164 2 y 8-160 — — .8633 5167 810 — 810 ABE46R RGH 4x6 12 16 '! $' 3 — ?.A — $-164 — — 2967 00 700 — 700 ABA46R RGH 4x6 14 14 4X6 5348 3%i 8 i6d 3030 720 _A$A66 6xfi 14 i4 M 5j s - $-164 — — 4 _ _ 900 ABE66 6x6 12 14 5X S', i 3% — S 6X6 1 2-1 64 2 18-164 2300 2, 0 - A8U66 6x6 12 10 5' : 6 &46 2% — — — 3050. 720 — 720 ABA66S RGH 6x6 14 14 ABE66R RGH 6x6 12 14 6X,& $Xe ^1A 3G 8-164 — -' 4$3;i 4JQ0 — -- 900 2320 ABU$$° 8x8 14 12 7 7 7 t289Ci 2320 AGU8W FIRM Z—M 14 Uplift and lateral loads have been increased 33% and 60% for earthquake or wind loading; no further increase allowed; reduce 1. where other loads govern. 2. Downloads may not be increased for short-term loading. 3. Specifier to design concrete for shear capacity. 4. ABU88 and ABU88R may be installed with 8-SDS1/4X3 wood screws for the same table load. Base download on column or 5. For higher downloads, solidly pack grout under 1' standoff plate before installing into croncrete. concrete, according to the code. • Code Reports (PDFs) See table above for specific product code references to ICC NER Reports (formerly NES Reports) about the ICC Code Ref. 2: NER393 (271 k) LU, LUP, LTT/LTTI, H1/H2/H2.5/H3/H4/H5, AB, EPB, LCB/CB, PA/PAI/PAT/PATMIPARIPARP, ETAITSS, MAB, HIT, JB/LB, PF, MPAI, HPA, HPAT28/35 Code Ref. 5:EN R422 (872k) LFTA, H6 and H7, PBS, CBS, LCBS, THJR-2/THJL-2, THGA, RCWB, ABA Code Ref. 6: NER432 (1.4mb) H10-2, H15, H15-2, HGT-2, HGT-3, HGT 4, LSSU, LTHMA, LTHJ, LTP4, LTT131, MSC, RSP4, SP, ABE, CBA, EPB44T, H2.5, SS, THG2A, TWB 6/23/200: ,__-j__-.&-/,.,., -, +.,Te/AR-ARA-ABE-ABU.html PROOUC$S LITERATURE TRAINING NEWS CUSTOMER SERVICE ....... ... .............. ._...._............_._:_ _._ w for Your Home Inleruationall ........... ..__. __... ............................ 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