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11-0579 (AR)_4 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 A_ppljcatjon Number: 11-00000579' Property Address: 77245 AVENIDA ARTEAGA APN: 658-210-024- - - Application description: ADDITION - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 220000 Applicant: 4Z�_-O-v-Mcrac c&'ty/ 4 4 Q" I/ Architect or Engineer: 3 3r�7 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: QUINN JOHN 1165 MADRA PASADENA, VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 ,IIllate: 7/26/11 DIS B CA 91103 ,�;� 28 f�j0 f ITy OF LA OWNTA FINANv4.1r. �?-1pl_ ..___._.o Contractor: DESERT BUILDERS INC 71537 HIGHWAY 111, SUITE A RANCHO MIRAGE, CA 92270 (760)568-1793 Lic. No.: 472150 ------------------------------------------------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION - WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License lass: B icense No.: 472150 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Date: 2 W.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 OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier BENCHMARK INS Policy Number CSTS001514 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section 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 3700 of the Labor Code, I shall forthwith c ly with those provisions. any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: Date: ( Applicant: (_ 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 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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 _ 1 I, 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: LQPERA11T 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 Ouinta, 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 state laws relating to building construction, and hereby authorize representatives ,of this qbunty go enter upon the above-mentioned property for inspection purposes. Date: Z 7 `f Signature (Applicant or Agent): 11:1110621!N_yra.v� Application Number 11-00000579 Permit . . . BUILDING PERMIT Additional desc . Permit Fee. . . . . 1059.50 Plan Check Fee 688.68 Issue Date . . . . Valuation . . . . 220000 Expiration Date . . 1/21/12 Qty Unit Charge Per Extension BASE FEE 639.50 120.00 --------------------------------------- 3.5000 THOU BLDG 100,001-500,000 ------------------------------------- 420.00 Permit . . . ELECT.- ADD/ALT/REM Additional desc . Permit Fee . . . . 112.65 Plan Check Fee 28.16 Issue Date . . . . Valuation 0. Expiration Date .. 1/21/12 Qty Unit Charge Per Extension BASE FEE 15.00 497.00 .0350 ELEC NEW RES - 1 OR .2 FAMILY 17.40 20.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 15.00 145.00 ------------------------- .4500 - EA ELEC -------------------------------------------------- DEVICE/FIXTURE >20 65.25 Permit GRADING PERMIT Additional desc . Permit Fee 15.00 Plan Check Fee'. .00 .Issue Date . . . . Valuation . . . . 0 Expiration Date 1/21/12 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE.FEE 15.00 Permit . . MECHANICAL Additional desc. Permit Fee . . . . 61.50 Plan Check Fee 15.38 Issue Date . . . . Valuation . . . . 0 Expiration Date 1/21/12 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 2.00 4.5000 EA MECH VENT INST/ DUCT ALT 9.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.0.0 3.00 ---------------------------------------------------------------------------- 6.5000 EA MECH VENT FAN 19.50 LQPERA1IT Applicati.on Number 11-00000579 Permit PLUMBING Additional desc . Permit Fee . . . . 178.50 Plan Check.Fee 44.63 Issue Date . . . . Valuation 0 Expiration Date . . 1/21/12 Qty Unit Charge Per Extension BASE FEE 15.00 11.00 6.0000 EA PLB FIXTURE 66.00 13.00 6.0000 EA PLB ROOF DRAIN 78.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB FIXTURE DRAIN/VENT REP/ALT 3.00 2.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 6.00 ---------------------------------------------------------------------------- Special Notes and Comments REMODEL OF EXISTING SLEEPING WING [3 BEDROOM 3 BATHS)(846 SF), ADDITION TO EXISTING SLEEPING WING (497 SF). PLANS PER ENGINEERED DESIGN. 2010 CODES. ---=------------------------------------------------------------------------ Other Fees . . . . . . .. ART IN PUBLIC -PLACES -RES 50.00 BLDG STDS ADMIN (SB1473) 9.00 ENERGY REVIEW FEE 68.87 STRONG"MOTION (SMI) - RES 22.00 Fee summary Charged ---------- Paid Credited ------------------------------ Due ----------------- Permit Fee Total 1427.15 .00 .00 1427.15 Plan Check Total 776.85 .00. .00 776.85 Other Fee Total 149.87 .00 .00 149.87 Grand Total 2353.87 .00 .00 2353.87 LQPERnIIT f3;r► # �,j �� City Of La Quints 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: 77245 Avenida Artea a Owner's Name: Shannon Quinn A. P. Number: 658-210-024 Address: 1165 Ma d i a Street Legal Description: Lot 20 Tract 21120 City, ST, Zip: Pasadena, CA 91103 Contractor::t Desert Builders Ine. ><:>::':<s»> <:<s;:;::•`• Telephone: 626-584-0198 «:,•»;>:..;>.><>:•>:<=•><:;•>: Address: 71537 Highway 111, Suite 'A Project Description: Remove existing master City,ST,Zip: Rancho Mirage, CA 92270 bedroom and bath. Replace with Telephone: 760-568-1793 3 bedrooms and 3—baths State Lic. # : 472150 CityLic. #.: 107616 Apok.,-BRU., Designer Jonathan Weston Address: 1916 Walcott Way City,ST,Zip: Los Angeles, CA. 90039 Telephone:3.23-350-2359<:>:>;:<;:z:: >:a::;<;:<::<><z:>•. p j`'?`::.;;;;;'>..;:;>:;;:;:.;;:;:.;>::<>.:•;; State Lic. #: '•>.:< ;::; :;:::::; Construction Type:V Occupancy: - Project type (circle one): New Add' Alter Repair Demo Name of Contact Person: Mark Davis Sq. Ft.: # Stories: 1 # Units: 1 Telephone # of Contact Person: 160-275-9395 Estimated Value of Project: $220,000 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets ,� Plan Check submitted � Item Amount Structural Calcs. Reviewed, ready fo co rectiom 7,J Plan Check Deposit Truss Calcs. Called Contact Person �p Pian Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2". Review, ready for correction /issue tl Electrical Subcontactor List Called Contact Person 1 Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:-. '"' Review, ready for correctionsfissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue iAA'% 41K School Fees E-2 Total Permit Fees .3 5; 3 -671 a 4QUM�r� . Building & Safety Department 78-495 Calle Tampico PO Box 1504 La Quinta, CA 92253 ` J) 777-7012 voice — (760) 777-7011 fax RTIFICATION OF BUILDING AREA STREET ADDRESS OF JOB: 77-245 AVENIDA ARTEAGA APN: 658-210-024 DESCRIPTION OF SQUARE FOOTAGE: 497 OWNER'S NAME.: SH 77-245 LA QU Coachella Valley Unified 83-733 Avenue 55 P0Box 847 Thermal, CA 92274 (760) 398 5909 Desert Sands Unified Schi 47-950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 Please Please 3 BEDROOM ADDITION TO EXIST. SFD 3F CONDITIONED AREA IN QUINN i VENIDA ARTEAGA ._____w TA, CA 92253 CITY O�' jA QUINTA UILDING & SAFETY DEPT. )ol District APPROVED FOR CONSTRUCTION DA : -Al -AI 2611 BY District tote: This Letter Verifies Conditioned Square Footage. all your School District to Verify School Fees, nent for Cashiers Check or Money Order and Hours of in. i For questions regarding this letter, please call.- Philip all:Philip Juarez, Counter Technician (760) 777-7012 Bin # , y;,oN �` �` • . . City of La Quin to q Building 8L Safety Division P.O. Box 1504, 78-495 Calle Tampico ' La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and ?racking Sheet Permit # Project Address: 772+r 0s. -4d4 l 4 Owner's Name: A. P. Number: Address: Legal Description: City, ST, Zip: Contractor: �C�'' UrAw •rN,l'.. Telephone: Address: `f I T3 % qwy I IIC.4�ko A Project Description: J,54(b-x;w P-04 ��.W S� 0 City, ST, Zip: gQ^G� r�•tii4 Ca. 1 z Z % I t�A A. �j I A� blQ:W ?. �d64 Tele hone:? O '�/j/]M(^ 7 ice✓ .:;<:<>; �:::.::i<:i;:,v,:.^555>;,•:::.:«; •::; <>:#;::;'::::;>'>::»:><:S;t:: »:<::< ,•«:::: ^>i::i:5:`'`':5.5:`:.5:.55?.::..:'.:.5:4.::3:::::::<:':� /� 1 � - � � State Lic. # :4,12-f S 0 City Lie. #.: 2=6k e � Arch., Engr., Designer: 0"%4#1% �/� � 1..� �• r `0 1 SR— Address: 116 W01co+t G q., 4,qC r.Y `10 .,c t City, ST, Zip: L fst Cf Q m0� 9 Telephone: 0 9 P ..3,5 ,�3�'/ >:<:«<:::<'>v::::;:?>:r>:<>:<<;::<:.:::.;<;:.;: :5::<::::,:.;:;;: :;::>:a;:>:;•°:'ris '''':,•5;:,.>.,«•:<• "`<"'<`°"" Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: r ` (ytr �G , a V s Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: T 60 74 3 Tr Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd I - TRACKING It PERMIT FEES Plan Sets z Plan Check submitted APA4 Item Amount Structural Cales. 7. Reviewed, ready for corrections Plan Check Deposit Truss Calts. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan on 2°. Review, ready for correction/issue �l Electrical Subcontactor List Called Contact Person 11 Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Pians resubmitted Grading IN HOUSE:- '"' Review, ready for corr Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue It School Fees Total Permit Fees (i y • t?>7 S r �p/.L✓ � y��,I� �tsC. 11�7�1� /0/a7 SJ*� ")P- ® ALLOWABLE HOLES 1%" knockouts at approximately 12" For rectangular holes, L2 is the longest on -center available In most joist horizontal or vertical measurement series. Joists may be oriented with knockouts at top or bottom. D D2 L2 t.1 Joist depth Web Area see Table 1 ° ° °0 ° O ° ° ❑ ° ° ❑ ° ° ° Face of Bearing joist support Minimum distance 2xo. from Table 2 min How to determine hole location L Determine the Joist gepth and desired hole size and find hole factor (letter) or hole location (distance) in Table 1. If the table reports a hole factor, proceed to step 2. 2. Refer to Table 2. The dimension shown where the Joist span row and hole factor column from Table i Intersect Is the required minimum distance from nearest edge of hole to.lnslde face of support. min Joist General Notes DO NOT cut, drill, or notch flanges • Tables are based on; • Multiple holes require spacing 2 times the length of the Simple spans. largest hole. -More restrictive of either uniform loads or • For Joists continuous over a support, add 1" to distance code -required concentrated loads (2000 lbs over 23'2 shown In table for each foot of joist span (see Example feet square and over two Joists) with 25 psf dead and below). 20 psf partition load. • Holes may be located vertically anywhere In the web. • The sizes given In the table are hole sizes, not duct sizes. Leave %" of web (minimum) at top and bottom of hole. Rectangular hole sizes are based on measurement of the • Do not cut holes In cantilever area without consultingyour longest side. RedBulltTM representative. - (1) Bold Italic Indicates that for Red-190HSTM Joists, hole factor (letter) values must be Increased by one letter and hole locations (distance) must be converted to Hole Factor A. No holes are allowed with Hole Factor E for Red490HSTM Joists. (2) Rectangular holes based on measurement of longest side. Table 2 - Table 1- Hole Size Factors and Locations(1) Engineered Wood Products Joist Span Round Hole Size Rectangular Hole Size 117/8" 14" 16" Joist Depth 18" 20" 22" 24" 26" 28" 30" or 32" 2" 13a" A A A 4" 4' 4" 4" 4" 4" 4- 3- 13/" A A A 13" 13" 1'-3" 4" 4" 4" 4- 4- 21/4° B B A A A 11-3" 13" 13" i'3" 4- 5- 3" C C B A A A A A 13" i'-3" 6" 33/22" E C C B B A A A A V-3- 7- 4" 33" D c C B B A A A A 8" 43/4" 2'-3" E D C C B B B A A 9" 51/4" 281 2'6" E D C C B B B A 10" 6" 8--3- 30' E E D C C B B B 11" 61/2" 7'-3" 81A" 32' E D D C C B B 12" 7" 6'-3" 7'-9" 9--6- E D D C C B 13" 73/4" 5'-0" 6'6" 8'-3" E E D D C C 14" 82/4" E E D D C. 15" 9" E D D C 16" 932" E E D D 17" 10" E E D 12" 103/4" E E 19" 111/4" E E 20" 12" E (1) Bold Italic Indicates that for Red-190HSTM Joists, hole factor (letter) values must be Increased by one letter and hole locations (distance) must be converted to Hole Factor A. No holes are allowed with Hole Factor E for Red490HSTM Joists. (2) Rectangular holes based on measurement of longest side. (1) For Red-190HS— Joists, add 2 feet to table value. EXAMPLE: Find minimum distance from Inside face of support to nearest edge of hole. 7" round hole 7" 61/2" rectangular hole 5" W °° 'For: concentrated Red -1651" ° Web Area ❑ ° 63z' (t.2) loads and ottier: ' exceptions, I ' 4 6,-1" 4 L, m 7,-3" k: Cantilever or contact continuous span joist span = 22'-0" i-1. `�...13edBUiltTM' bearing location - ROUND HOLE For a 7" hole, find L. RECTANGULAR HOLES: For a 61/2" hole, find Lb and L° Representative Do not cut hol� In�� L From Table 1 hole factor Is C L From Table 1, hole factor Is E cantilever without�rfi t•~', 2. From Table 2, distance Is 4'3" 2. From Table 2, distance Lb Is 73". Hole Is nearest to an end coiisu(tjngyour rr'±ty, ' 3. Increase for joist continuity- one Inch for each support, so no distance Increase is required. RedBuilt11 representative foot of span - 22"; L. - 41-3"+22"- 6'-1" 3. Minimum distance 4 between holes ® 2x12; 4 e 2x(61/2") - 1'-1" Reda45TM, Red -165-, Red -190"', Reda901-1TM, Red -1901-[S", Red -LTM, Red -Mil Red -S-, Red -M-, and Red -H— are trademarks of RedBullt Rev 11/09 I ` Table 2 - Hole Locations(1) Engineered Wood Products Joist Span A B Hole Factor c D E 14' 13" 2'-0" 2'6" 3'-9" 5'-0" 15' i'-3" 2'-0" 3'-0" 4'-0" 5'-3" 16' 1'-3" 2'-3" 3'-3" 4'6" 6-9- 171 i'6" 2'-9" 3'-9" 5'-0" 6'-3" 18' 1'6" 3'-0" 413" 5,6" 61-9- 19, 11-9" 3'-0" 4,-3" 5'6" 7'-0" 20' 11-9" 3'-0" 4'-3" 516" 7'-0" 21' 2'-0" 3'-0" 4'-3" 5'-9" 7'-3" 22' 2''4" 3'-0" 4'-3" 5'S" 7'"3" 23' 2'-0" 3'-3" 4'-3" 5'-9" 7--6- 24' 2'3" 33" 4'6" 5'-9" 7'6" 25' 2'-3" 3'6" 4,-9" 5,6" 7,-9" 26' 2'-3" 3'-9" 41-9" 6'-0" 7'-9" 27' 2'6" 3'-9" 5'-0" 6'-3" 71-9- 281 2'6" 4'.0" 5'-3" 6'6" 8'-0" 29' 2'6" 4'-0" 5'6" 6'-9" 8--3- 30' 2'-9" 4'-3" 51-9" 7'-0" 8--6- 31! 3'-0" 4'-3" 5'-9" 7'-3" 81A" 32' Y -O" 4'6" 6'-0" 7'6" W-3" 33' 3''O" 4'-9" 6'-3" 7'-9" 9--6- 341 3'-0" 5'-0" 6'6" 8'-0" 91-9" 35' 3'-3" 5'-0" 6'6" 8'-3" 10--0- 361 3'-3" 5'-0" 1 61-9" 816" 1013" (1) For Red-190HS— Joists, add 2 feet to table value. EXAMPLE: Find minimum distance from Inside face of support to nearest edge of hole. 7" round hole 7" 61/2" rectangular hole 5" W °° 'For: concentrated Red -1651" ° Web Area ❑ ° 63z' (t.2) loads and ottier: ' exceptions, I ' 4 6,-1" 4 L, m 7,-3" k: Cantilever or contact continuous span joist span = 22'-0" i-1. `�...13edBUiltTM' bearing location - ROUND HOLE For a 7" hole, find L. RECTANGULAR HOLES: For a 61/2" hole, find Lb and L° Representative Do not cut hol� In�� L From Table 1 hole factor Is C L From Table 1, hole factor Is E cantilever without�rfi t•~', 2. From Table 2, distance Is 4'3" 2. From Table 2, distance Lb Is 73". Hole Is nearest to an end coiisu(tjngyour rr'±ty, ' 3. Increase for joist continuity- one Inch for each support, so no distance Increase is required. RedBuilt11 representative foot of span - 22"; L. - 41-3"+22"- 6'-1" 3. Minimum distance 4 between holes ® 2x12; 4 e 2x(61/2") - 1'-1" Reda45TM, Red -165-, Red -190"', Reda901-1TM, Red -1901-[S", Red -LTM, Red -Mil Red -S-, Red -M-, and Red -H— are trademarks of RedBullt Rev 11/09 I ` Engineered Wood Products -JOIST INSTALLATION INFORMATION h ATTENTION. BUILDER Enclosed Is IMPORTANT information on how to safely and properly install RedBuiltm Joists Personal injury or, death. may result from failure to read and follow this.' formatlons� v, F11 PRODUCT HANDLING THIS NOT THIS Lift I joists from underside only. DO NOT lift I joists by DO NOT lift I joists in DO NOT dump or drop from truck. top flange the flat orientation F2-] PRODUCT STORAGE THIS NOT THIS Store and handle Wrap,is. Slippery in t joists vertical when wet'or'icy". - orientation. Leave Joists banded together j • Protect products from sun and water. until ready to install. DO NOT store I joists • Use support blocks at 10' on -center to in the flat orientation ' t keep products out of mud and water. Workers should stay�clear. when cutting the banding to ; �.... wt - ,,Y avoid possible injt ryifrom fiyfng banding or.toppling ts: ;, RedBuilt1m Red -10 Product Sections Refer to plan for series and depth ai �� � ����- a �.;�r— �21/2' 31/1�.� 3/e" 7/16" 7/16" 7/16" q Red -145- Red -165- Retla90'"' Reda901-1TM Red-190HS- If you have questions or concerns: Call your RedBuiltTm Representative directly, or for general customer service call (866) 859-6757 Sheet of NO EXCEPTION [)MAKE CORRECTIONS TAKEN NOTED []REJECTED [ ] REVISE AND RESUBMIT [ j SUBMIT SPECIFIED ITEM Checking is only for general conformance with the design concept of the projed and the general compliance with the kdormation given in the contract documerft Any action shown is subject to the requirements of the plans snd specifications. Contractor Is responsible for dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work with that of other trades; and the satisfactory performance of his work. B.G.STRUCTURAL ENGINEERING, INC. BSEP 2 2 ?_011 By / J m' ! { sv�ca0 0 ax k!", 11 t ---- • i k! F31 GENERAL INFORMATION • All nails specified in framing package to be "common" nails unless noted. otherwise. Use proper size nails to fill all nail holes in bearing clips, bridging clips, bracing, etc. • Do not scale drawings: written dimensions take precedence. • Manufacturer's responsibility is only for the design of the RedBulltTM products and not for any supporting structure or loads other than Indicated herein. All materials shall be supplied by others, unless specifically noted as "by RB" or "by RedBuiltTM" herein. F41 WEB STIFFENER REQUIREMENTS Web Stiffener Size and Material Flange Width Web Stiffener Size Web stiffener Material %"X2s%is' Sheathing (with face grain vertical) that meets the requirements of PSI. or PS2 234" 1"x2%r" 33'2" 2x4 Construction grade or better Nailing Quantities for Web Stiffener Attachment Load Transfer at Concentrated Loads Use solid 2x blocking under post to transfer load around joist Cut blocks 1/16" longer than joist depth. r5 -]FLANGE AND BEAM NAILING Nailing pattern to be per contract drawings and specifications. In addition, nail spacing shall comply with the criteria listed. IMPORTANT Nailing closer than specified may cause the flange to split. Top of Flange Closest spacing Abbreviation Red -145— Joists Red465^" Joists Redd90TM & Reti49OH*" Joists Red­190HSTM Joists De ltPh 8d (21/2") Nails 8d (21/2") Nails 16d (332") Nails 16d (31/2") Nalls DL End or Intermediate End or Intermediate ediate End Intermediate End or Intermediate OW O I A N/A N/A NtA l.IW a a a a 4 14" 3 5 3 3 6 16" 3 6 4 4 6 18" 3 7 4 4 8 20" 3 8 5 5 10 22" N/A 9 6 11 10 24" N/A 10 6 13 :2 26" N/A 11 7 14 14 28" N/A 12 1 8 1 1.5 14 30" N/A 13 8 1 17 16 32" N/A N/A 9 is is r5 -]FLANGE AND BEAM NAILING Nailing pattern to be per contract drawings and specifications. In addition, nail spacing shall comply with the criteria listed. IMPORTANT Nailing closer than specified may cause the flange to split. Top of Flange Closest spacing Abbreviation Term AFP Approved for Production AOR Architect of Record CL Centedine DBL Double DL Dead Load EOR Engineer of Record FBO Framing by Others FOC Face of Concrete FOS Face of Stud GC General Contractor LL Live Load LSL Laminated Strand Lumber LVL Laminated Veneer Lumber OFA Out for Approval OW Open -Web Trusses by RedBuilt– PLT Plate PSL Parallel Stranded Lumber RB RedBuiltTM • Web stiffener requirements vary. based on joist series and depth;. they are always,requiredat bearing on joists 20". in depth or greater. • See plan/details for, requirements specific to the joists'being, used on this project.. .; • !f web stiffeners.are require&at hanger locations', they, must be attached before, placing joist in. Gap: 1/8" minimum 23/,"maximum 11/2" maximum Gap Web stiffeners4 Space minimum palls must be tight equally 2 4" maximum against bottom flange —Snug fit 11/z maximum Web Stiffeners at Bearing Points Nailing of sheathing Nall Type Load bearing wall or other compritr8ted Web Stiffeners laud above (exceeaing sJWU itis). See .LiW x 2i/" plan/details for specific requirements. at Curlcentraled 8d14n Loads Within both sides - must Webfight 3- agaer inst be tight against top flange. e. the Joist Span 2" r Attach to joist per chart Gap: 1/8" minimum 23/,"maximum 11/2" maximum Gap Web stiffeners4 Space minimum palls must be tight equally 2 4" maximum against bottom flange —Snug fit 11/z maximum Web Stiffeners at Bearing Points Nailing of sheathing Nall Type Nail Sue Closest On -Center Spacing Per Ro Woist Flange12) LSL, LVL, and PSLf31 X. .LiW x 2i/" 2" 3" 8d14n 4060 4" 40'60' 2" 3- 3 .128"x3" 2" 3- ".148"x 10d .148"x3" 3" 4- 12d .128" x 3 a 2" 3- ".148"x31/4" shown in the .148"x3%" 3" 4" 16d -0F_x33 2" 3" 4- .148"x3%" 3" 4" .162-,3 " 4" 6" (8" ® LVL) (1) If more than one row of nails Is used, the rows must be offset at least % and staggered. (2) Sheathing must be nailed to the full length of the top (or compression) flange on the Hoist wlth the maximum nail spacing as follows: • 18" OC for Hoists with flange widths less than 2". • 24" OC for Hoists with flange widths greater than 2". (3) For nails Installed on narrow face. (4)14gauge staples may be a direct substitute for 8d (2%") nails If a minimum penetration of 1" Into the flange Is maintained. r6-] 'INSTALLATION BRACING DO NOT walk on the joists until all joist bearings and bracing have been permanently attached. Injury may result. WARNING Without correctly installed bracing, joists can buckle sideways or roll over, causing death, serious personal injury, or property damage. NOTICE Installation bracing and procedures, as well as the safety of workers, are the responsibility of the installer. The installer should make sure that this installation information is understood by all persons involved in the joist installation. IMPORTANT Strut lines must extend to braced end wall, beam or sheathing. Strut lines (3x4 minimum) • 6' oncenter for joists with 13/4" wide flanges • 8' oncenter for joists with 2%6". 25/ys", and 21/2" wide flanges • 10' on -center for joists with 31/2" wide flanges Strut lines are required at all bearing locations where joists are not otherwise braced. Cantilever bracing may be required. See plan. Ends of cantilevers must be IatePally litebllize a whit blocking, bracing or rim joist Hoist blocking panel (or equal) required at each side of Hoist for lateral stability and to transfer wall load above (as occurs) to bearing wall below. See plan/detalls for specific applications. Blocking attachment: Minimum 10d (7) nails at 12" 00 each side of Hoist blocking panel. Where used for shear transfer, nail to bearing plate with connections equivalent to sheathing nail schedule. 4' (minimum) strip of sheathing (temporary or permanent) If there Is no braced end wall. If permanent, fasten per plans and specifications. If temporary, use ad (0.11.3"x2%") nails at 12" OC. Fill all nail holes with the proper nails Slack building materials over walls or beams only Two 8d (0.11.3"x21/2") nails minimum per joist JnLst attachment: Minimum of nne 12d (0.128"x3%) nall each side of Hoist at bearinminimize spl minimum from end to minimize splitting. F7 -]STANDARD INSTALLATION DETAILS Slotted truss clip by Others each side of Hoist Do not nail dip to Spacing of dips and blocks per EOR /— wall. Nonaoad bearing partition wall I I 2x blocking by others �j Attach to joists with 1-10d each side of Distance "X" (gap block (similar with between wall & Joist) Hoist blocking) Distance "X" Under Roof Under Floor Span "X" SPAN X. 0'-20' 11/4" 0'-20' 3/4" 20'-40' 21/2" 20'-40' 13'4 4060 4" 40'60' 2" Recommended Attachment for Non -load Bearing Partitions 1/6" gap min Suspended 2x filler by others (12" 2 4-10d framing or long by support 2/a" gap min 2-16d 2 member depth min.) 3 6-S6d Attach Nall through web Into 2x or 4x support Clinch filler by others (50# member with hangers nails for each 8d nail) by others attached to shown in the filler. Locate support Load member vertically as required. Note: Use this detail for loads exceeding 250 lbs. per Hoist. A 250 lb. load can be supported on each side of the joist's bottom flange at 5'-0" on center, provided the load Is Included In normal design loads. Support Detail for Loads Supported from Hoist .6 DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. WARNING • All blocking, hangers, rim boards, and rim Jo/sts .at the end supports of the 1 -joists must be completely installed and properly nailed.• ' ' • 1 -joist flanges must remain straight. within 1/2" from true,alignment. • Sheathing must be completely attached. to each foist before.. additional loads can be places on Without bracing, buckling -'sideways or rollover is highiy;pr, ble under light construction foods like a " .y worker orstacke.d sheathing: Slotted truss dip by others each side of Hoist - Do not nail clip to was Non -load bearing partition wall (gap between wall & joist) Hoist per plan A Framing nails - nails per EOR specifications Suspended 2-1od 2 4-10d framing or 6-106 5 2-16d 2 4-164 3 6-S6d Attach braces as Braces shown in the to Fillers construction documents A Filler Nailing Chart 2x filler by others (each Specified Framing Nails Req'd Filler Nails* (each side) 2-1od 2 4-10d 3 6-106 5 2-16d 2 4-164 3 6-S6d 5 • Filler nails shall be 16d sinker or 12d common (0.148.0, 31/4 long) side), refer to "filler nails" section of nailing chart for required nalling Filler by others 3'e gap min Nails per "filler ,/s" gap min nails" section of chart Section AA Suspended Framing from l joists 1KMLT Engineered `.foul Prouucts RB Number 073482 Project Name Quinn Residence Location La Quinta, CA Delivery I D1: Floor & Roof Plant Chino Latest Revision 1. Material List OperatorlPalmarin Agacia office Chino Comment Status Approved For Production Report Type Customer I -Joist Products Joists Quantity Type Series Depth Length End Blocks Custom Depth Knockouts Notes Quantity Type Series Depth Length Profile Bevel Cut WS A". Knockouts Camber P.E.T. Footage Notes 12 Al Red -145 11.88 114--6.00"1 None No 174.0 10 i A2 Red -145 11.88 8'400" None I No 80.0 2 j A3 Red -145 11.88 5'-0.00" None ; No 10.0 5 A4 Red -145 11.88 3'-0.00" None No 15.0 16 8 A5 I A6 Red -145 Red -145 11.88 11.88 16'-0.00" 111-0.00" None None I No No 256.0 88.0 13 A7 Red -145 11.88 9'-6.00" None I No 123.5 4 A8 I Red -145 11.88 8'-6.00" None No ( 34.0 14 61 Red -165 14 20'-6.00" None No 287-0 3 ! 82 Red -165 14 14'-0.00" None No I 42.0 8 C1 Red -145 1 14 T -0.00"I None I No 24.0 70 Red -145 11.88 " " " " " " ' " " " ' " " ' .. " ' " " ' .. " ' Total 780.5 17 Red -165 14 "" """"' """' ""' ""' ""' ""' Total329.0 8 " Red -145 I 14 "" """"' """' ""' ""' ""' ""' Total 24.0 I- Joist Products Blocking Panels Quantity Type Series Depth Length End Blocks Custom Depth Knockouts Notes 11 I Red -165 14 16.000 None 22 Red -145 11.88 24.000 None 48 Red -145 11.88 22.188 None 18 Red -145 11.88 14.188 None 13 i Red -165 14 13.438 None ! I -Joist Products Backer Blocks Connectors Quantity Type Quantity Type Series Depth Standard Material Thickness Height Length Notes 68 Red -165 14 Std PWD, OSB I 1.000 10.250 11.880 1 1 278 Red -145 11.88 Std PWD, OSB 0.625 8.125 11.880 1 32 Note 1 Red -145 14 Std PWD, OSB 0.625 Used backer blocks as web stiffeners, see detail sheet where occurs. 10.250 11.880 1 TeamBuilder v2.17 D1: 073482 Quinn Residence 1 of 2 2 073482-MaterialList.xls Approved For Production 9/12/2011,1:47 PM Connectors Quantity Type Model Top Face Member Slope Skew Fig. Slope Fig. Angle Fig. Offset NetH Finish Notes 17 2 U314 16-N10 6-N10 _ 65 1 MIU1.81/11 20-N10 i I 2-N10 I 1 3 HUC412 16-N10 6-10d 2 4 U410 14-N10 6-10d TeamBuilder v2.17 D1: 073482 Quinn Residence 1 of 2 2 073482-MaterialList.xls Approved For Production 9/12/2011,1:47 PM RedLamM Products Hardware LVL Beams 17.0 IbN10 Quantity Type Size Length Grade Footage Notes 2 RA1 11.75x11.88 28'-6.00-' 2.0E j 57.0 i 2 RB1 j 1.75x14 21'-0.00" 2.0E 42.0 i 1 RC1 2 ' ' , 3.5x14 1.75x11.88 � 16'-0.00"1 2.0E ; ....... . ..... ......... ....... ..... ..... ..... ..... i 16.0'_ Total ; 57.0 2 1.75x14 I ........ __ __ ..... .... ....... ..... ..... ..... ..... Total 1 42.0: 1 I 3.5x14 ........ ..... ......... ....... ..... ..... ..... ..... Total 1 16.0 TeamBuilder v2.17 D1: 073482 Quinn Residence 2 of 2 3 073482-MaterialList.xls Approved For Production 9/12/2011, 1:47 PM Hardware Quantity Type Description Notes 17.0 IbN10 10dxl.5 Nails 0.5 Ib 10d 10dx3 Nails TeamBuilder v2.17 D1: 073482 Quinn Residence 2 of 2 3 073482-MaterialList.xls Approved For Production 9/12/2011, 1:47 PM 1 ds Project: Quinta Residence Type: Al PEC Location: La Quinta, CA AZ_�Oc1 538 Date: 8/18/11 11:06 AM PASS RedSpec'" by RedBuilt'" Designer: Palmarin Agacia 5856 v7.0.12 Comment: DEFLECTIONS (in) % Allow. 11.875" Red -145 TM @ 24" O/C This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 30% 538 1775 125% - All Loads PASS Positive Moment (ft -Ib) 33% 1907 5856 125% - All Loads PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass/Fail Span Live 19% 0.132 0.708 L / 999+ L / 240 PASS Span Total 26% 0.250 0.945 L / 680 L / 180 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL%) 283 (125) 283 (125) Dead Reaction (lb) 255 255 Total Reaction (lb) (DOL%) 538 (125) 538 (125) Bearing Flush Bottom Support Ledger Wall HANGERS Model Top Face Member Header Size t l Left MIU1.81/11 20-10dx1.5" 2-10dx1.5" Sawn OF 2x14 SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.25/12 v 14'- 2.0" APPLICATION LOADS TypeUnits DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 20 18 0 24" Roof Joist ADDITIONAL LOADS TypeUnits DOL Live Dead Location from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\CustomEng\Production\073000\073482 Quinn Residence\Designs\Sizing\A1. red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt'", RedSpec", Red -I", Red -I45'", Red -165'", Red -165T'", Red -190'", Red -190H", Red-I90HS'", Red -LTM, Red -LT'", Red -W'", Red -S'", Red -M'", Red -H'", RedLam'", FloorChoice" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright 0 2010-2011 RedBuilt LLC. All rights reserved. HANGERS Model Top j7.1 Left MIU1.81/11 l; SPANS AND LOADS Dimensions represent horizontal design spans. Face Member Header Size 20-10dx1.S" 2-10dx1.5" Sawn OF 2x14 14'- 2.0" Member Slope: -0.25/12 u ............................................................................................................................... APPLICATION LOADS TypeUnits DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 20 18 0 24" Roof Joist ADDITIONAL LOADS TypeUnits DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -5.1 0.1 0'-0.0" to 14'-2.0" Replaces Net wind uplift NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\Custom Eng\Production\073000\073482 ,Quinn Residence\Designs\Sizing\At.red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt- recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt", RedSpec", Red -1'", Red -145", Red -165'", Red-16ST'", Red -190'", Red -190H'", Red-190HS'", Red -L'", Red -LT'", Red -w'", Red -5'", Red -M'", ✓ Red -H'", RedLam'", FloorChoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2011 RedBuilt LLC. All rights reserved. Project: Quinta Residence Type: A1 -uplift P Location: La Quinta, CA listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Date: 8/18/11 11:07 AM 3% RedSpec'" by RedBuilt'" Designer: Palmarin Agacia PASS v7.0.12 Comment: 5 4216 HANGERS Model Top j7.1 Left MIU1.81/11 l; SPANS AND LOADS Dimensions represent horizontal design spans. Face Member Header Size 20-10dx1.S" 2-10dx1.5" Sawn OF 2x14 14'- 2.0" Member Slope: -0.25/12 u ............................................................................................................................... APPLICATION LOADS TypeUnits DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 20 18 0 24" Roof Joist ADDITIONAL LOADS TypeUnits DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -5.1 0.1 0'-0.0" to 14'-2.0" Replaces Net wind uplift NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\Custom Eng\Production\073000\073482 ,Quinn Residence\Designs\Sizing\At.red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt- recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt", RedSpec", Red -1'", Red -145", Red -165'", Red-16ST'", Red -190'", Red -190H'", Red-190HS'", Red -L'", Red -LT'", Red -w'", Red -5'", Red -M'", ✓ Red -H'", RedLam'", FloorChoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2011 RedBuilt LLC. All rights reserved. 11.875" Red -145 T11 @ 24" O/C This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 3% -71 2272 160% - All Loads PASS Positive Moment (ft -lb) 0% 5 4216 90% - Dead Load PASS Negative Moment (ft -Ib) 3% -251 7496 160% - All Loads PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass/Fail Span Live 5% -0.034 -0.708 L / 999+ L / 240 PASS Span Total 3% -0.033 -0.945 L / 999+ L/ 180 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL%) 0 0 Dead Reaction (lb) 1 1 Total Reaction (lb) (DOL%) 1 (90) 1 (90) Net Uplift Reaction (lb) (DOL%) -71(160) -71(160) Bearing Flush Bottom Support Ledger wall HANGERS Model Top j7.1 Left MIU1.81/11 l; SPANS AND LOADS Dimensions represent horizontal design spans. Face Member Header Size 20-10dx1.S" 2-10dx1.5" Sawn OF 2x14 14'- 2.0" Member Slope: -0.25/12 u ............................................................................................................................... APPLICATION LOADS TypeUnits DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 20 18 0 24" Roof Joist ADDITIONAL LOADS TypeUnits DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -5.1 0.1 0'-0.0" to 14'-2.0" Replaces Net wind uplift NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\Custom Eng\Production\073000\073482 ,Quinn Residence\Designs\Sizing\At.red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt- recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt", RedSpec", Red -1'", Red -145", Red -165'", Red-16ST'", Red -190'", Red -190H'", Red-190HS'", Red -L'", Red -LT'", Red -w'", Red -5'", Red -M'", ✓ Red -H'", RedLam'", FloorChoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2011 RedBuilt LLC. All rights reserved. edsLocation: y ._ RedSpec'" by RedBuilt'" v7.0.12 Project: F'aWer- Date: Designer: Comment: Quinta Residence La Quinta, CA '071""-2 8/18/11 11:11 AM Palmarin Agacia Type: AS. VioF Q L.. ` 11.875" Red -145 TM @ 24" O/C This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 32% 570 1775 125% - All Loads PASS Positive Moment (ft -Ib) 37% 2138 5856 125% - All Loads PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass/Fail Span Live 22% 0.163 0.750 L / 999+ L / 240 PASS Span Total 31% 0.310 1.000 L / 581 L / 180 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL%) 300 (125) 300 (125) Dead Reaction (lb) 270 270 Total Reaction (lb) (DOL%) 570 (125) 570 (125) Bearing Bottom Bottom Support Wall Wall SPANS AND LOADS Dimensions represent horizontal design spans. 15'- 0.0" APPLICATION LOADS Member Slope: -0.25/12 v TypeUnits DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 20 18 0 24" Roof Joist ADDITIONAL LOADS TypeUnits DOL Live Dead Location from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. 5:\CustomEng\Production\073000\073482 Quinn Reside nce\Designs\Sizing\A1.red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt", RedSpec'", Red -I'", Red -145'", Red -165'", Red-16ST'", Red -190'", Red-I90H'", Red-I90HS'", Red -L'", Red -LT'", Red -W'", Red -S'", Red -M'", Red -H'", RedLam'", FloorChoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2011 RedBuilt LLC. All rights reserved. dsPECProject: ' Quinta Residence Type: A7 Location: La Quinta, CA Fc'r r': '.0734C-!-- P?34C_Date: Date: 8/18/11 11:29 AM RedSpec'" by RedBuilt'"' Designer: Palmarin Agacia v7.0.12 Comment: 11.875" Red -145 T11 @ 24" O/C This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 16% 279 1775 125% - Simple Span PASS Positive Moment (ft -Ib) 6% 328 5856 125% - Odd Members PASS Negative Moment (ft -Ib) 7% -410 5856 125% - All Loads PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass/Fail Span Live 2% 0.009 0.367 L / 999+ L / 240 PASS Span Total 4% 0.017 0.489 L / 999+ L / 180 PASS SUPPORTS Support 1 Support 2 Support 3 Live Reaction, Critical (lb) (DOL%) 118 (125) 324 (125) 0 Live Reaction, Max. (lb) (DOL%) 118 (125) 324 (125) 38 (125) Dead Reaction (lb) 106 292 -61 Total Reaction (lb) (DOL%) 223 (125) 615 (125) 0 Net Uplift Reaction (lb) (DOL%) -167 (125) Bearing Flush Flush Support Ledger Wall Beam HANGERS Model Top Face Member Header Size Left MIU1.81/11 20-10dx1.5" 2-10dxl.S" Sawn OF 2x14 Right MIU1.81/11 20-10dxl.5" 2-10dxl.5" LVL DF/SP 1.75x18:875 DBL SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.25/12 u T- 4.0" 2'- 0.0" APPLICATION LOADS TypeUnits DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 20 18 0 24" Roof Joist ADDITIONAL LOADS TypeUnits DOL Live Dead Location from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. Min intermediate bearing = 3.5 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\CustomEng\Production\073000\073482 Quinn Residence\Designs\Sizing\Al. red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt'", RedSpec'", Red -I'", Red -I45'", Red -165", Red -165T'", Red -190", Red -190H—, Red-I90HS'", Red -L'", Red -LT'", Red -W'", Red -S", Red -M'", 7 Red -H'", RedLam", Floorthoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2011 RedBuilt LLC. All rights reserved. SUPPORTS Project: Quinta Residence Live Reaction, Critical (lb) (DOL%) Type: A7 -1c2 180 (125) Dead Reaction (lb) Location: Folder.: La Quinta, CA '073482 Total Reaction (lb) (DOL%) 342 (125) 342 (125) Bearing Date: 8/18/11 11:23 AM Support Ledger RedSpec'" by RedBuilt'" Designer: Palmarin Agacia �\ Left MIU1.81/11 v7.0.12 ( } Right MIU1.81/11 Comment: 20-10dxl.5" 2-10dx1.5" LVL DF/SP 1.75x11.875 DBL 11.875" Red -145 TM @ 24" O/C This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 19% 342 1775 125% - All Loads PASS Positive Moment (ft -Ib) 13% 770 5856 125% - All Loads PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass/Fail Span Live 6% 0.026 0.450 L / 999+ L / 240 PASS Span Total 8% 0.049 0.600 L 1999+ L / 180 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL%) 180 (125) 180 (125) Dead Reaction (lb) 162 162 Total Reaction (lb) (DOL%) 342 (125) 342 (125) Bearing Flush Flush Support Ledger Beam HANGERS Model Top Face Member Header Size �\ Left MIU1.81/11 20-10dxl.5" 2-10dx1.5" Sawn OF 2x14 ( } Right MIU1.81/11 20-10dxl.5" 2-10dx1.5" LVL DF/SP 1.75x11.875 DBL SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.25/12 V 91-0.01, APPLICATION LOADS TypeUnits DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 20 18 0 24" Roof Joist ADDITIONAL LOADS TypeUnits DOL Live Dead Location from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\CustomEng\Production\073000\073482 Quinn Residence\Designs\Sizing\A 1. red Page i of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt'", RedSpec", Red -I'", Red -14511, Red -165", Red -165T'", Red -190'", Red -190H'", Red-190HS", Red -L", Red -LT—, Red -W'", Red -S'", Red -M'", Red -H'", Redl-am'", FloorChoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2011 RedBuilt LLC. All rights reserved. Project: Quinta Residence Type: A7 -uplift SPEC Location: La Quinta, CA • �__._. ._ -. Fofd!ei' '07342' Date: 8/18/11 11:32 AM RedSpeC'" by RedBuilt'" Designer: Palmarin Agacia v7.0.12 Comment: SUPPORTS 11.875" Red -145 T11 @ 24" O/C 0 This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 2% -37 2272 160% - Simple Span PASS Positive Moment (ft -Ib) 1% 54 7496 160% - All Loads PASS Negative Moment (ft -lb) 1% -43 7496 160% - Odd Members PASS DEFLECTIONS (in) 9/6 Allow. Design Allow. Design Allow. Pass/Fail Span Live 1% -0.002 -0.367 L / 999+ L/ 240 PASS Span Total 0% -0.002 -0.489 L / 999+ L/ 180 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL%) 0 0 Dead Reaction (lb) 1 2 Total Reaction (lb) (DOL%) 1 (160) 2 (90) Net Uplift Reaction (lb) (DOL%) -37 (160) -81(160) Bearing Flush Support Ledger Wall HANGERS Model Top Left MIU1.81/11 �`JRight MIU1.81/11 SPANS AND LOADS Dimensions represent horizontal design spans. Support 3 27 (160) 0 27 (160) -10(160) Flush Beam Face Member Header Size 20-10dx1.5" 2-10dx1.5" Sawn DF 2x14 20-10dxl.5" 2-10dxl.5" LVL DF/SP 1.75x11.875 DBL Member Slope: -0.25/12 v 7'- 4.0" 2'- 0.0" ...............................................................................................................I................ APPLICATION LOADS TypeUnits DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 20 18 0 24" Roof Joist ADDITIONAL LOADS TypeUnits DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -5.1 0.1 W-0.0" to 9'-4.0" Replaces Net wind uplift NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. Min intermediate bearing = 3.5 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\CustomEng\Production\073000\073482 Quinn Residence\Designs\Sizing\Al.red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt", RedSpec", Red -I'", Red -145'", Red -165'", Red -165T'", Red -1901", Red-190HTM, Red-I90HS'", Red -L'", Red -LT'", Red -W'", Red -S'", Red -M'", Red -H'", RedLam—, FloorChoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2011 RedBuilt LLC. All rights reserved. Project` Quinta Residence Type: A7-db1 PEC Location: La Quinta, CA r.% '0734£2 Date: 8/18/11 1:34 PM RedSpec'" by RedBUilt' Designer: Palmarin Agacia v7.0.12 Comment: DOUBLE 11.875" Red -145 T11 @ 24" O/C This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS No Allow. Design Allow. DOL - Control Shear (lb) 12% 409 3550 125% - All Loads Positive Moment (ft -Ib) 8% 921 11712 125% - All Loads DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Span Live 3% 0.013 0.450 L / 999+ L / 240 Span Total 5% 0.029 0.600 L / 999+ L/ 180 SUPPORTS Support i Support 2 Live Reaction, Critical (lb) (DOL%) 180 (125) 180 (125) Dead Reaction (lb) 230 230 Total Reaction (lb) (DOL%) 410 (125) 410 (125) Bearing Flush Bottom Support Ledger Wall HANGERS Model Top Face Member Header nLeft HUC412• 16-10dx1.5" 6-10d Sawn DF Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Pass/Fail PASS PASS Pass/Fail PASS PASS Size 2x14 Member Siope: -0.25/12 V APPLICATION LOADS TypeUnits DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 20 18 0 24" Roof Joist ADDITIONAL LOADS TypeUnits DOL Live Dead Location from left Application Comment Uniform plf Roof(125%) 0 i5. W-0.0" to T-0.0" Adds To Wall above NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Connect multiple ply members per RedBuilt'" Installation Guidelines. S:\CustomEng\Production\073000\073482 Quinn Residence\Designs\Sizing\Al.red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt'", RedSpec'", Red -1", Red -145'", Red -I65'", Red -165T'", Red -190", Red -I901-1'", Red-190HS'", Red -L'", Red -LT'", Red -W'", Red -S'", Red -M'", I Red -HT", Redlam'", FloorChoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2011 RedBuilt LLC. All rights reserved. Project: Quinta Residence Type: A7-dbl Ic2 > Location: La Quinta, CA Date: 9/8/11 11:57 AM RedSpeC' by RedBuilt'"' Designer: Palmarin Agacia v7.0.13 Comment: DOUBLE 11.875" Red -145 TM @ 24" O/C Live Reaction, Max. (lb) (DOL%) This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 14% 637 4462 125% - Simple Span PASS Positive Moment (ft -Ib) 6% 498 8433 90% - Dead Load PASS Negative Moment (ft -Ib) 6% -653 11712 125% - All Loads PASS DEFLECTIONS (in) % Allow. Span Live 1% Span Total 3% SUPPORTS Support i Live Reaction, Critical (lb) (DOL%) 118 (125) Live Reaction, Max. (lb) (DOL%) 118 (125) Dead Reaction (lb) 430 Total Reaction (lb) (DOL%) 548 (125) Net Uplift Reaction (lb) (DOL%) 0.489 Bearing Flush Support Ledger H I2ERS Model Left U410* _. Right U410* (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Design Allow. Design Allow. Pass/Fail 0.005 0.367 L/ 999+ L / 240 PASS 0.016 0.489 L / 999+ L/ 180 PASS Support 2 Support 3 324 (125) 0 324 (125) 38 (125) 538 -183 862 (125) 0 -288(125) Flush Wall Wall Top Face Member Header Size 14-10dx1.5 6-10d Sawn OF 2x14 14-10dx1.5" 6-10d LVL DF/SP 1.75x11.875 DBL Member Slope: -0.25/12 U 7'- 4.0" 2'- 0.0" APPLICATION LOADS TypeUnits DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 20 18 0 24" Roof Joist ADDITIONAL LOADS - TypeUnits DOL Live Dead Location from left Application Comment Uniform plf Roof(125%) 0 150 0'-0.0" to T-0.0" Adds To Wall above NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. Min intermediate bearing = 3.5 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Net uplift over 200 lbs detected. • Connect multiple ply members per RedBuilt'" Installation Guidelines. S:\CustomEng\Production\073000\073482 Quinn Reside nce\Designs\Sizing\A1.red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt'", RedSpec'", Red -1'", Red -I45'", Red -165'", Red -I657'", Red-I90'",.Red-I90H'", Red-190HS'", Red -L'", Red -LT'", Red -W'", Red -S'", Red -M'", Red -H—, RedLam'", FloorChoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2011 RedBuilt LLC. All rights reserved. Project: Quinta Residence Support 2 Type: A6 -floor is Location: —-9. Fc!­7,�_�'. : La Quinta, CA T ' 3 4 1, 2 Dead Reaction (lb) A2 , Date: 8/18/11 12:02 PM 376 (100) 376 (100) RedSpec'" by RedBuilt'"' Designer: Palmarin Agacia Bottom Support v7.0.12 Comment: Wall 11.875" Red-I45T"' @ 16" O/C WITH GLUED SHEATHING This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 26% 376 1420 100% - All Loads PASS Positive Moment (ft -Ib) 20% 949 4685 100% - All Loads PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass/Fail Span Live 13% 0.044 0.336 L / 999+ L/ 360 PASS Span Total 12% 0.061 0.504 L / 999+ L/ 240 PASS FloorChoice— Rating: 9.8 Performance rating is based on: 24 oc (23/32", 3/4") sheathing. RedSpec has not performed a structural analysis of the sheathing. SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL%) 269 (100) 269 (100) Dead Reaction (lb) 108 108 Total Reaction (lb) (DOL%) 376 (100) 376 (100) Bearing Bottom Bottom Support Wall Wall SPANS AND LOADS Dimensions represent horizontal design spans. 101-1.01, APPLICATION LOADS TypeUnits DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 40 16 0 16" Glued Floor Joist ADDITIONAL LOADS TypeUnits DOL Live Dead Location from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\CustomEng\Production\073000\073482 Quinn Residence\Designs\Sizing\A1. red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt", RedSpec", Red -I", Red -145'", Red -165'", Red -165T'", Red -190'", Red -190H'", Red-I90HS'", Red -L'", Red -LT'", Red -W'", Red -S'", Red -M'", 1Z Red -H—, RedLam'", FloorChoice" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2011 RedBuilt LLC. All rights reserved. Project: Quinta Residence Type: AS-floor dS- ! Location: La Quinta, CA Folder: '073482 Date: 9/8/11 10:29 AM RedSpec'" by RedBuilt"" Designer: Palmarin Agacia v7.0.13 Comment: 11.875" Red -145 T11 @ 16" O/C WITH GLUED SHEATHING 396 (100) This product meets or exceeds the set design controls for the application and loads listed 158 DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 31% 554 1785 100% - All Loads PASS Positive Moment (ft -Ib) 44% 2054 4685 100% - All Loads PASS DEFLECTIONS (in) %Allow. Design Allow. Design Allow. Pass/Fail Span Live 35% 0.173 0.494 L / 999+ L / 360 PASS Span Total 33% 0.242 0.742 L / 735 L / 240 PASS FloorChoicey' Rating: 8.6 Performance rating is based on: 24 oc (23/32', 3/4") sheathing. ' RedSpec has not performed a structural analysis of the sheathing. SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL%) 396 (100) 396 (100) Dead Reaction (lb) 158 158 Total Reaction (lb) (DOL%) 554 (100) 554 (100) Bearing Bottom Bottom Support Wall Wall. SPANS AND LOADS Dimensions represent horizontal design spans. 14'- 10.0" APPLICATION LOADS TypeUnits DOL Live Dead Partition 'Tributary Member Type Uniform psf Floor(100%) 40 16 0 16" Glued Floor Joist ADDITIONAL LOADS TypeUnits DOL Live Dead Location from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\CustomEng\Production\073000\073482 Quinn Residence\Designs\Sizing\A1. red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt", RedSpec'", Red -I'", Red -145'", Red -I65'", Red-I65T'", Red -190'", Red-I90H'", Red-I90HS—, Red -L'", Red -LT'", Red -W'", Red -S'", Red -M'", �3 Red -H'", Redl-am'", FloorChoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright Q 2010-2011 RedBuilt LLC. All rights reserved. SPEC RedSpec'" by RedBuilt'"' v7.0.12 Project: Location: Folder. Date: Designer: Comment: Quinta Residence La Quinta, CA '073482 8/18/11 1:15 PM Palmarin Agacia Type: B1 =• 14" Red -165 TM @ 16" O/C This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 20% 527 2656 125% - All Loads PASS Positive Moment (ft -Ib) 11% 1112 10038 125% - Odd Members PASS Negative Moment (ft -Ib) 15% -1532 10038 125% - All Loads PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass/Fail Span Live 6% 0.048 0.842 L / 999+ L / 240 PASS Span Total 8% 0.091 1.122 L / 999+ L / 180 PASS SUPPORTS Support 1 Support 2 Support 3 Live Reaction, Critical (lb) (DOL%) 177 (125) 581 (125) 0 Live Reaction, Max. (lb) (DOL%) 177 (125) 581 (125) 38 (125) Dead Reaction (lb) 159 523 -206 Total Reaction (lb) (DOL%) 336 (125) 1104 (125) 0 Net Uplift Reaction (lb) (DOL%) -473 (125) Bearing Bottom Flush Support Wall Wall Beam HANGERS Model Top Face Member Header Size i,, Right U314* 16-10dxl.5" 6-10dxl.5" LVLOF/SP 1.75x14 Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.25/12 U 16'- 10.0" APPLICATION LOADS 3'- 0.0" TypeUnits DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 20 18 0 16" Roof Joist ADDITIONAL LOADS TypeUnits DOL Live Dead Location from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. Min intermediate bearing = 3.5 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Net uplift over 200 lbs detected. S:\CustomEng\Production\073000\073482 Quinn Residence\Designs\Sizing\Al.red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt", RedSpec`", Red -I", Red -145'", Red -16511, Red -165T'", Red -I90'", Red -190H'", Red-190HS—, Red -LTM, Red -LT'", Red -W'", Red -S'", Red -M'", I } Red -H'", RedLam'", FloorChoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2011 RedBuilt LLC. All rights reserved. • SPEC RedSpeci"' by RedBuilt'" v7.0.12 Project: Location: Fo,Ider: Date: Designer: Comment: Quinta Residence La Quinta, CA '073482. 8/18/11 1:15 PM Palmarin Agacia ...............................................................................................................................: APPLICATION LOADS Type: B1 -uplift TypeUnits DOL Live Dead 14" Red-165TrI @ 16" O/C ADDITIONAL LOADS This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 2% -69 3400 160% - All Loads PASS Positive Moment (ft -Ib) 2% 202 12848 160% - All Loads PASS Negative Moment (ft -lb) 1% -147 12848 160% - Odd Members PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass/Fail Span Live 1% -0.012 -0.842 L / 999+ L / 240 PASS Span Total 1% -0.012 -1.122 L / 999+ L/ 180 PASS SUPPORTS Support1 Support 2 Support 3 Live Reaction, Critical (lb) (DOL%) 0 0 68 (160) Dead Reaction (lb) 1 3 -1 Total Reaction (lb) (DOL%) 1 (160) 3 (90) 67 (160) Net Uplift Reaction (lb) (DOL%) -56(160) -145(160) -11(160) Bearing Bottom Flush Support Wall Wall Beam HANGERS Model Top Face Member Header Size /^1 Right U314* 16-10dx1.5" 6-10dx1.5" LVLDF/SP 1.75x14 \G (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.25/12 v : 16'- 10.0" 3'- 0.0" ...............................................................................................................................: APPLICATION LOADS TypeUnits DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 20 18 0 16" Roof Joist ADDITIONAL LOADS TypeUnits DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -5.1 0.1 0'-0.0" to 19'-10.0" Replaces Net wind uplift NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. Min intermediate bearing = 3.5 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\CustomEng\Production\073000\073482 Quinn Residence\Designs\Sizing\A1.red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt'", RedSpec'", Red -1'", Red -145'", Red -165'", Red -165T", Red -190'", Red -190H'", Red-190HS'", Red -L'", Red -LT'", Red -W'", Red -S", Red -M'", IS Red -H'", Redlam'", FloorChoice— are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2011 RedBuilt LLC. All rights reserved. 411�- PESLocation: . _. - ._ _ ..,._ . .. -.. _ ,, �;• .... RedSpec'" by RedBuilt"" v7.0.13 Project: Quinta Residence La Quinta, CA FotdEt-t_.-'073482:.... d Date: 9/8/11 12:53 PM Designer: Palmarin Agacia Comment: Type: C1 14" Red -145 TM @ 24" O/C This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 5% 114 2450 125% - All Loads PASS Positive Moment (ft -Ib) 1% 86 6962 125% - All Loads PASS DEFLECTIONS (in) a/o Allow. Design Allow. Design Allow. Pass/Fail Span Live 1% 0.001 0.150 L / 999+ L/ 240 PASS Span Total 1% 0.002 0.200 L / 999+ L/ 180 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL%) 60 (125) 60 (125) Dead Reaction (lb) 54 54 Total Reaction (lb) (DOL%) 114 (125) 114 (125) Bearing Flush Flush Support Ledger Beam HANGERS Model Top Face Member Header Size Left MIU1.81/11* 20-10dxl.5" 2-10dxl.5" Sawn DF 2x16 / Right MIU1.81/11* 20-10dxl.5" 2-10dxl.5" LVL DF/SP 1.75x14 Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -0.25/12 V 3'-0.0" APPLICATION LOADS TypeUnits DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 20 18 0 24" Roof Joist ADDITIONAL LOADS TypeUnits DOL Live Dead Location from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\CustomEng\Production\073000\073482 Quinn Residence\Designs\Sizing\A1.red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise, noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt'", RedSpec'", Red I'", Red I45'", Red [65'", Red 165T'", Red 190'", Red 190HTM, Red 190H5'", Red -LTM , Red -l -T'", Red W'", Red -S'", Red -M'", Red -H'", Redlam'", FloorChoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2011 RedBuilt LLC. All rights reserved. -}9 Low Snort corm wri htsoft" Date: Jun 25, 2011 Entire House By: Hyde's Air Conditioning 77-825 Wildcat Drive. Palm Desert, CA 92211 Phone: 760-360-2202 Email: Michael@HydesAC.com Web: www.hydesac.com e-roject intormation For: Quinn Residence 77-245 Avenida Arteaga, La Quinta, CA 92253 Htg Clg Infiltration Outside db (°F) 35 111 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 35 36 Fireplaces 0 Daily range - H Inside humidity (%) 45 45 Moisture difference (gr/Ib) 26 -13 HEATING EQUIPMENT Make American Standard Trade AMERICAN STANDARD Model AUD2D120ACV52A* GAMA ID Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80 AFUE Area M) 120000 Btuh 97000 Btuh 60 OF 1500 cfm 0.059 cfm/Btuh 0.70 in H2O COOLING EQUIPMENT Make American Standard Trade ALLEGIANCE 15 Cond 4A7A5061E1 Coil 4XUC67/120+*U D2D 120ACV5 ARI ref no. 3949990 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor -Static pressure Load sensible heat ratio 12.5 EER, 16 SEER 57420 Btuh 580 Btuh 58000 Btuh 1750 cfm 0.051 cfm/Btuh 0.70 in H2O 0.99 ROOM NAME Area M) Htg load (Btuh) Cig load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Bath 2 63 789 1010 46 52 Powder 51 62 64 4 3 Bedroom 2 301 3124 3235 183 165 Bedroom 1 298 4084 5623 239 287 Bath 1 96 2274 1870 133 96 Hall 57 554 938 32 48 Casita 263 6944 13012 406 665 Bath 3 114 2402 2158 141 110 Casita Kitchen 136223 I A 4HPIINTA 215 - . BUILDING & SAFETY DEPT. APPI ROVE® 'I •dFrica-W- FOR CONISTRUCTION Bold/italic values ha a IMi� an I o sadden Printout certified by ACCA to tt-r qulrements of Manual J 8th Ed. _{_I.M dvr-i9tit5oft- Right -Suite® Universal 7.1.12RSU03175 [011 -Jun -2723:49:00 ACDC:1UsersWichael HydelDesktoplProjectslRemovable DisklQuinn.rup Calc = MJ8 Orientation = E Page 1 °R +�F wrightsoft° rroJeci summary Date: Jun 25, 2011 Entire House By: Hyde's Air Conditioning 77-625 wildcat Drive, Palm Desert, CA 92211 Phone: 760-360-2202 Email: Michael@HydesAC.com Web: www.hydesac.com For: Notes: Quinn Residence 77-245 Avenida Arteaga, La Quinta, CA 92253 Design Information Weather: Winter Design Conditions Outside db 35 OF Inside db 70 OF Design TD 35 OF Heating Summary 104 54 Structure 25212 Btuh Ducts 412 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 25624 Btuh Method Construction quality Fireplaces Infiltration Palm Springs, CA, US Simplified Average 0 Heating Cooling Area (ftp 1513 1513 Volume (ft) 16348 16348 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 104 54 Heating Equipment Summary Make American Standard Trade AMERICAN STANDARD Model AUD2D120ACV52A' GAMA ID Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80 AFUE 120000 Btuh 97000 Btuh 60 OF 1500 cfm 0.059 cfm/Btuh 0.70 in H2O Summer Design Conditions Outside db 111 OF Inside db 75 OF Design TD 36 OF Daily range H Use manufacturer's data Relative humidity 45 % Moisture difference -13 gr/Ib Sensible Cooling Equipment Load Sizing Structure 33881 Btuh Ducts 369 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 34249 Btuh Latent Cooling Equipment Load Sizing Structure 535 Btuh Ducts -27 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 509 Btuh Equipment total load 34758 Btuh Req. total capacity at 0.99 SHR 2.9 ton Cooling Equipment Summary Make American Standard Trade ALLEGIANCE 15 Cond 4A7A5061E1 Coil 4XUC67/120+*UD2D120ACV5 ARI ref no. 3949990 Efficiency 12.5 EER, 16 SEER Sensible cooling 57420 Btuh Latent cooling 580 Btuh Total cooling 58000 Btuh Actual air flow 1750 cfm Air flow factor 0.051 cfm/Btuh Static pressure 0.70 in H2O Load sensible heat ratio 0.99 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -OF&- wrightsoft' Right -Suite® Universal 7.1.12RSU03175 2011 -Jun -2723:49:00 G C:\UsersXMichael HydelDesktoplProjectsXRemovable Disk\Quinn.rup Calc = MJ8 Orientation = E Page 1 Entire House 1513 25624 34249 1500 1750 Other equip loads 0 0 Equip. @ 1.00 RSM 34249 Latent cooling 509 TrITAI C I 4C47 nA%ra I iCAA I 17CA V 1r% Q 11)10 LJVL•t JY/JO IJVV 1/JV Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrightsof - Right -Suite® Universal 7.1.12 RSU03175 2011 -Jun -2723:49:00 C:\Users\Michael Hyde\Desktop\Projects\Removable Disk\Quinn.rup Calc = MJ8 Orientation = E Page 2 Sheet Job #: Performed for: Quinn Residence 77-245 Avenida Arteaga La Quinta, CA 92253 Hyde's Air Conditioning 77-825 Wildcat Drive Palm Desert, CA 92211 PhnnA-7Rn-Aan-,)gnq Scale: 1 : 114 Page 1 RightSuite® Universal 7.1.12 RSU03175 2011 -Jun -27 23:49:37 +�F- wrightsoft° uuct System Summary Entire House Hyde's Air Conditioning 77-625 Wildcat Drive, Palm Desert, CA 92211 Phone: 760-360-2202 Email: Michael@HydesAC.com Web: www.hydesac.com Project• • For: Quinn Residence 77-245 Avenida Arteaga, La Quintal, CA 92253 JV V. Date: Jun 25, 2011 By: Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.70 in H2O 0.70 in H2O Supply / return available pressure 0.35/0.35 in H2O 0.35/0.35 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1500 cfm 1750 cfm Total effective length (TEL) 0 ft Name Design (Btuh) Htg (Cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath 1 h 2274 133 96 0.080 7.0 Ox 0 ShMt 0 0 st3 Baty, 2-A c 1010 46 52 0.080 5.0 Ox 0 ShMt 0 0 st2 Bat, 3 h 2402 141 110 0.080 7.0 Ox 0 ShMt 0 0 st4 Bedroom 1 c 2811 120 144 0.080 7.0 OX 0 ShMt 0 0 st4A Bedroom 1-A C 2811 120 144 0.080 7.0 Ox 0 ShMt 0 0 st4A Bedroom 2 h 1562 91 83 0.080 6.0 Ox 0 ShMt 0 0 st2 Bedroom 2-A h 1562 91 83 0.080 6.0 OX 0 ShMt 0 0 st4A Casita C 6506 203 332 0.080 10.0 Ox 0 ShMt 0 0 st4 Casita Kitchen -A h 3817 223 215 0.080 8.0 Ox 0 ShMt 0 0 stl Casita-B c 6506 203 332 0.080 10.0 Ox 0 ShMt 0 0 st4 Gallery C 2135 92 109 0.080 6.0 Ox 0 ShMt 0 0 srsl HaIHA C 938 32 48 0.080 5.0 Ox 0 ShMt 0 0 st2 Powder h 62 4 3 0.080 5.0 Ox 0 ShMt 0 0 st2 Bold/italic values have been manually overridden Wr19111t40f#' Right -Suite® Universal 7.1.12RSU03175 2011 -Jun -2723:49:00 C:\Users\Michael Hyde\Desktop\Projects\Removable Disk\Quinn.rup Calc = MJ6 Orientation = E Page 1 Supply I runK Detailawe Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st4 Peak AVF 1184 1426 0.080 807 18.0 0 x 0 ShtMetl st1 st1 Peak AVF 1500 1750 0.080 802 20.0 0 x 0 ShtMetl 0.080 srs1 Peak AVF 92 109 0.080 281 6.3 4 x 14 ShtMetl st5 st5 Peak AVF 92 109 0.080 556 6.0 0 x 0 ShtMetl st1 st2 Peak AVF 174 185 0.080 531 8.0 0 x 0 ShtMetl st4B st4A Peak AVF 637 651 0.080 829 12.0 0 x 0 ShtMetl st4 st4B Peak AVF 307 281 0.080 694 9.0 0 x 0 ShtMetl st4A st3 Peak AVF 133 96 0.080 498 7.0 0 x 0 ShtMetl st4B Bold/italic values have been manually overridden -FP- wrightsoft- Right -Suite® Universal 7.1.12RSU03175 IT/M CAUsersXMichael HydetDesktoplProjectsXRemovable Disk\Quinn.rup Calc = MJ8 Orientation = E 2011 -Jun -27 23:49:00 Page 2 Grill Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Type Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Oxo 519 656 0 0.080 614 14.0 Ox 0 555 ShMt rt1 rb2 Oxo 265 268 0 0.080 607 9.0 Ox 0 ShMt rt1A rb3 0x0 239 287 0 0.080 650 9.0 Ox 0 ShMt rt1A rb5 Ox 0 477 538 0 0.080 685 12.0 Ox 0 ShMt rt1 Bold/italic values have been manually overridden -FP- wrightsoft- Right -Suite® Universal 7.1.12RSU03175 IT/M CAUsersXMichael HydetDesktoplProjectsXRemovable Disk\Quinn.rup Calc = MJ8 Orientation = E 2011 -Jun -27 23:49:00 Page 2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1500 1750 0.080 802 20.0 0 x 0 ShtMetl rt1A Peak AVF 504 555 0.080 520 14.0 0 x 0 ShtMetl rt1 Bold/italic values have been manually overridden -FP- wrightsoft- Right -Suite® Universal 7.1.12RSU03175 IT/M CAUsersXMichael HydetDesktoplProjectsXRemovable Disk\Quinn.rup Calc = MJ8 Orientation = E 2011 -Jun -27 23:49:00 Page 2 B.G. STRUCTURAL ENGINEERING BRIAN GOTTLIEB - CIVIL ENGINEER - Lic. No. C33047 43-100 Cook Street, Suite 203 Palm Desert, CA 92211 (760) 568-3553 (760) 568-5681 Fax October 25, 2011 Mark Davis Desert Builders, Inc. 71-537 Highway 111, Suite A Rancho Mirage, CA 92270 -1 r ,O J , J [� ' OCT 2 7 2011 RE: Quinn Residence Addition & Remodel, 77-245 Avenida Arteaga, La Quinta, CA The purpose of the site observation work undertaken by B.G Structural Engineering for the above named project was to confirm that this project has been constructed in general conformance with the structural drawings and as required by the 2010 CBC Section 1702. Observation of the construction of this project was conducted or supervised by Brian Gottlieb of this office. These observations were to establish the conformance of several items including, but not limited to: conformance of framing to framing plans, the assembly of shear walls, wall sheathing, drag straps, holdowns, "Shear Max" panels and detailed connections. Corrections were provided after each observation to communicate the items of concern to the builder. Subsequent re -checks of the structure for compliance were performed until all outstanding correction items were resolved. In conclusion it is the opinion of this office that the construction of this project is in general conformance with the requirements of the structural drawings. The conclusions reached above are based solely on a visual review of the structure. Due to the visual nature of these observations, and limited access to structural elements, a general review of the structural elements and connections has been performed. No tests have been conducted on any materials or soils and no warranties are expressed or implied. The opinion above is based upon widely held engineering principles and judgment, and it follows a standard of care which defines a level of skill and competence ordinarily and contemporaneously demonstrated by professionals of the same discipline practicing in the same locale and faced with the same or similar facts and circumstances.