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07-1430 (PAT)'P.O. BOX 1504 .78495 CALLE TAM-PICO LA QUINTA, CALIFORNIA 92253 •4,���VINW BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 07-00001430 A Property Address: 3126_PARKWAY ESPLANADE E' APN: 609-380-999-89- -293234- Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 106.40 Applicant: Architect or Engineer: i ----------------- 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: License No.: Date: Contractor: x • 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. 7631.5, 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 h or she for. therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any plicant fora permit subjects the applicant to a•civil penalty of not more than five hundred dollars ($500).: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. .7044, Business and Professions Code: The Contractors' StatfilLicense Law does not apply to an owner of ,Wuuei ty whu builds or improves thereon, and who contracts the projects with a contractors) licensed pursuant to the Contractors' State License Law .l. - ( 1 I am exempt under Sec. , BAP.C. for this rea Date: Owner: CONST ENDING AGENCY I hereby affirm under penalty of perjury that there is a con on lending agency for.the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT - Owner: JAIME ENGLER ` 43-126 PARKWAY ESPL LA QUINTA; CA LA QUINTA, CA 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/14/07 . Contractor: u JUN 142007 . U Owner C17Y OF FI - N DEuNTA WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I 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 - - - - - - - - - - - - - - - - - - - - - -- Policy Number _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, -I shall forthwith comply with those provisions. Date: _ Applicant: 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 1$100,0001. 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 parson 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 ork is not commenced within 180 days from date of issuance of such permit, or cessation of rk for 180. days will subject permit to cancellation. _ . I certify that I have read this application and state that the above infora I agree to comply with all City and county ordinances and state laws relating to building const orize representatives of this co ty t enter upon the above-mentioned to for ins cti Date: Signature (Applicant or Ager Application Number. . . : . . 07700001430 Permit . . . . PATIO COVER PERMIT INV FEE Additional desc . Permit Fee 252.0.0 Plan Check Fee 81..90 Issue Date Valuation 10640 Expiration Date 12/11/07 Qty Unit Charge Per` Extension BASE FEE 90.00 9.00 18.0000 THOU BLDG 21001-25,.000 162.00 Special Notes and -Comments 800SF BUILTUP PATIO COVER [ENGINEERED]**CODE CASE -'06-6141 - DOUBLE FEE** BUILT UNDER 2001 CALIFORNIA BUILDING CODE. June 14, 2007 10:07:05 AM AORTEGA ---------------------- --- Other Fees STRONG MOTION (SMI) - RES 1.06 Fee summary Charged Paid Credited Due Permit Fee Total 252.00 .00 .00 252.00 ,plan Check Total 81.90 .00 .00 81.90 Other Fee Total 1.06 :00 .00 1.06 Grand Total 334:96 .00 00 •334.96 Bin # City ofLaQuints Building U Safety Division P.O. Box - 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building .Permit Application and Tracking Sheet Permit # Il Project Address:* Owner's Name: JANC EA: (;t -67/Z A. P. Number: b 3D 0 q 5 Address: i.Z PAR(��65PIANADE Em" Legal Description: Contractor: City, ST, Zip: LA L%jtj'rA. Clk V2-�), —Telephone: IM iV6-1122- Address: Project Description: :ne/C41 J-A-Tjo (6Vt;P City, ST, Zip: Piee 2col6WfOMIA AO&LDIA16 69,he Telephone: State. Lic. # City Lic. #: Arch., Engr., Designer: ;t ca:voN, 232D aNveV-r16)N.4t- I-t6H-r-QA4Ae -0A Address: • City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: Construction Type: 1 Occupancy: Project type (circle .one 'Kew Add'ti Alter Repair Demo 'I Sq. Ft.: lew I -I # Stories: # Units: Telephone # of Contact P(/,son: —JEstimated Value of Project: 'APPLICANT: DO NOT WRITE BELOW THIS LINE 0 Submittal Req'd Rec.1d TRACIC[NG. PERMIT FEES' Plan Sets Plan Check submitted' P Item Amount Structural CaIcs. Reviewed, ready for corrections S Plan Check Deposit Truss CaIcs. Called Contact PersonPlan Check Balance Energy Cales. Plans picked up (0101011 Construction Flood'plain.plan Plans resubmitted Mechanical Grading. plan* 2" Review, ready for corrections./issue Electrical -A Vim, Subco'ntactor List Called Contact Person Plumbing ALV 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 Pub. Wks. Appr Date of permit issue School. Fees Total Permit Fees 7 — Oil `7 La M OTIZ, OF12- b'i3'o? - NSy-Fc irwn�'P..u�� DESERT RESORT MANAGEMENT P.O. Box 47.72/ Palm Desert,.California 92261-4772 ,73-550 Alessandro/Palm Desert, California 92260 Telephone: 760.346.1 161 / Fax: 760.346.99 IS % E-mail: drm@drmiriternet.com 10 t :1994S 'L099-£9ZZ6 HO ViNino Hl '3 30HMf1dS3 AVM�WVcl 9Z l£0 '900.0£9-609 - LOOZ-90OZ 'b'0 '9p!SJOA!8 BALI-5 I XE 4�X • S .I. _ 171 =l- -Fi - i 77--!7� ti 1 II,, OFESS G E :IACk YAPJ PA-TIO. LU m `ry C1V11. OF CAl1r�4� JAS i 9n) /r_ Z rzY Z x 8 C� = 1 2S Gam- Isis i CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY �°,257,E /mss i��ti Z ol'/N Z Z /6 i L �//, vl Z Z $ wE c n 9/30... V (�y CIVIC. OF CA11��� 1,2. 4_9 �7. 4TH .Lr -3 p /,6 I REQUIRED BRACING -FOR PATIOS 25. FEET IN., LENGTH OR LONGER 9AFfER SPACING PFR' CITY STANDARD 2x -RAFTERS 2'-0" THIN. EC60 OR EQUAL 4X -HEADER 3 1/2. IZz 45.0' N 4X4 BRACE W/. 5/8" 4HRU-• 'BOLTS TO: THE PO ' 14D HE�/ /� / ADER C•I 1 i OFF LA Q V I 1 V 1 A O _ BUILDING -& SAFETY. DEPT. 4x4 POSTM __T APPROVED .- FOR CONSTRUCTION. "^•]w.wri.'>i.�:..wi-..�.ru... «1�-.+n-.......-. ..«.s.-_.�.].-.].... ...... �. -.4 r.....• - ..ur+..�a.rr.. u...+....uv.. DATE 8Y ar vi QR0 SS M V_j= C I (41.-+2X5S6)x T P`arc- a q ooa . d , 54 x �'o�. - ell- © C698 8 � EX q �30�08 y crvt\_ &li c'8 H �+�a x _ �� 6 _ 4 oS i2��. �� _ # of CAI �F RAFTER SIE AND SPACING X_i2-q6 0.C, ROOF PRCH SPECIFY ROOFING AND SHEATHING OR OPEN LATTICE (SEE ROOFING NOTE ON REVERSE) jWaa CONTINUOUS LEDGER (SAME SIZE AS RAFTERS) HEADER 512E T(4) 'L' STRAPS ____ __ tit/8WITH NAILS OR BOLT RAFTER SPAN; :X 2 PACING _- 0�►- O.H. a O.H. cc OVERALL LENGTH: a. OVERALL LENGTH �v _ V 95IL _�, POST SIZE: :REAR SETBACK SIDE SETBACK (4'ys' MIN.) ODO P .I CONCRETE —+1 j FINISH GRADE FINISH GRADE 6d 1 L__J I L� J —� MIN. 12`x12 FOOTING4 I I 12' BELOW GRADE ✓L—J FOIE OPEN LATTICE PATIO COVERS MAY BE ATTACHED TO EXISTING FASCIA VIA ONE 1/4". x S" LAG SCREW THROUGH FASCIA INTO EACH RAFTER TAIL. U—STRAP OR AN 3/8' x 5 LAG SCREWS INTO STUDS AT 16" O.C.7 NON—CORROSIVE /--- CONTINUOUS LEDGER' / 1. (4)— 16d NAILS OR BOLT PROVIDE 1" CLEARANCE BETWEEN POST AND rn�rnrrr 16d NAILS JOIST HANGER OR SOLID BLOCKING - ` OR BOLT NAIL RAFTER TO BLOCKING r/ PROVIDE 1" CLEARANCE I BETWEEN POST AND CONCRETE BUILDING DEPARTMENT APPROVAL BELOW CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE___BY ANCHOR BOLT (EMBED — 7" MIN. INTO CONCRETE) TYPICAL PATIO COVER DATE OF APPLICATION q113107 OWNER'S NAME EN�LE� STREET ADDRESS 43J26 MK(vA ES (-M CITY. ST ZIP 1 d 019-6 ( q2-2, TELEPHONE (7 60 579-1122 9—,122 RAFTER SPAN TABLE GRADING RULES ALL CONSTRUCTION SHALL CONFORM Ps 20-70 TO THE ' PROVISIONS OF THE:. (FEET & INCHES) 2001 CALIFORNIA BUILDING CODE. 20;2-• �o��• =o��• �oQ4� - �� e SUPPLEMENTAL NOTES: 2x4 r 10' O.C. 24" 10'-6" 9'-6" 1 7'-3" °'-9" 8'-6" 8'- 6' 7'-S' I NO. 1 SI?E 2x6 16" O.C. 24" " 32" " 15'-0" 14'-0" 10'-9" 13'-0" 12'-6" 11'-6" 8'- " 10'4" 10'-0" 8'-6" N/A I N/A 6'-0" 4x8 2x8 16" O.C: 32" 18'-0" 17'-0" 13'-6" 16-0" 400 10'-0" 13'-0" 11'-6" N/A N/A 4x12 17'-0" NOTES: 1. 32` RAFTER SPACING IS ALLOWABLE FOR OPEN LATTICE PATIO COVERS ONLY.. 2. FOR SOLID PATIO COVERS (NOT LATTICE) RAFTER SPAN IS LIMITED TO 10'-0" USING THIS STANDARD. LATTICE ROOF BUILT-UP ROOF HEADERS HEADERS DOUGLAS' FIR N0, 1 DOUGLAS FIR NO. 1 SI?E SPAN SIZE SPAN 4x4 5'-C' 4x4 4'-0.. 4x6 8'-0". 4x6 6'-0" 4x8 11'-0" 4x8 8'-0" 4x10 14'-0" 400 10'-0" 4x12 17'-0" 4x12 17'-0" 6x8 14'-0" 6x8 6x 10 17'-0" 6x 1 O CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE�_BY ROOFING NOTES: A. BUILT-UP. ROLLED ROOF: SLOPE TO DRAIN. B. NOCK ROOF: 3;%.1 ? MAXIMUM P.TCH. EXCERPTS FROM CHAPTER 23 2001 CALIFORNIA BUILDING CODE TABLE 23•N -R -I -RAFTERS WITH L/240 DEFLECTION LIMITATION The allowable bending stress (Fb) and modulus of elasticity (P used in this table shall be from Tables 23 -IV -V-1 and 23 -IV -V-2 only. DESIGN CRrTERIA: . -1 Strength - Live load of 20 psi (0.96 M/m2l plus dead bad of 10 psi (0.48 kN/m2) determines the required bending design value. Deflection - For 20 psi (0.96 kN/m2) live load. Limited to span in inches (mm) divided by 240. Reser _ x 0.00899 for rUrmn2 Bending Design Value, Fe (psi) Sias Spacing x 0.00889 for N/mmz x 23A for mm 300 - 400 600 600 700 Boo _ 900 1000 1100 1200 I= 16-5 12.0 7-1 8.2 9-2 10.0 10.10 11.7 12.4 13-0 13-7 14-2 14-9 2 16.0 6-2 7-1 7-11 8-8 9-5 10.0 10-8 11.3 11-9 124 12.10 x 6 19.2 5-7 6-6 7-3 7-11 8-7 9-2 9-9 10-3 10-9 11-3 11-8 11-7 24.0 5-0 5-10 6.6 7-1 7-8 8-2 8-8 9-2 9-7 10-0 10-5 21-7 12.0 9-410.10 .23.7 12-1 13-3 14-4 15-3 16.3 17.1 17-11 18-9 19-6 2 16.0 8-1 9 4 10 6 11-6 12-5 13.3 14-0 14-10 15-6 16-3 16.10 x 8 19.2 7-5 8-7 9-7 10-6 11-4 12-1 12-10 13.6 14-2 14.10 15-5- 15-3 24.0 6-7 7-8 8-7 19-4 10.1 10.10 11-6 12-1 12-8 13-3 13-9 12.0 11-11 13-9 15-5 16-11 18-3 19-6 20-8 21-10 22-10 23.11 24-16 2 16.0 10-4 11-11 13-4 14.8 15.10 16.11 17-11 18-11 19-10 20.8 21.6 x 10 19.2 9-5 10-11 12-2 . 13-4 14-5 15.5 16.4 17.3 18-1 18-11 19-8 19.6 24.0 1 8-5 9-9 10-11 11-11 12-11 13-9 14-8 15.5 16-2 16-11 17-7 12.0 14-6 16-9 18.9 20.6 22.2 23.9 25-2 2 16.0 2 16.0 12-7 14-6 16.3 17-9 19-3 20-6 . 21-9 23-0 24-1 25-2 25-8 x 12 19.2 11-6 13.3 14-10 16-3 17-6 18-9 19-11 21-0 22-0 23-0 23-11 23-9 24.0 10-3 11-10 13-3 14-6 15-8 . 16-9 17-9 18.9 19-8 20-6 1 21.5 1.91 12.0 0.15 0.24 0.33 0.44 0.55 0.67 0.80 0.94 1.09 1.24 1.40 1.65 16.0 0.13' 0.21 0.29 0.38 0.48 0.58 0.70 r 0.82 0.94 1.07 1.21 E 19.2 1.23 1.37 1.51 19.2 0.12 0.19 0.26; 0.35 0.44 0.53 0.64 0.75 0.86 0.98 1.10 1.35 24.0 0.11 0.17 0.24 0.31 0.39 0.48 0.57 0.67 0.77 0-881- 0.99 Rafter Bending Dealgn Value, Fb (pal) Size n sped ng (In _ x 0.00899 for rUrmn2 x 23.4 for mm 1400 11600 1600 1700 18DO Indo 2000 210D 2200 2300 2400 12.0 154 15-11 16-5 16.11 17.5 17-10 2 16.0 13-3 13-9 14-2 14-8 15-1 15-6 15-11 16-3 x 6 19.2 12-2 12-7 13-0 13-4 13.9 14-2 14-6 14-10 15-2 15-7 -24.0 10-10 11-3 11-7 11-11 12.4 12-8 13-0 13-3 13-7 13-11 14-2 12.0 20-3 20-11 21-7 22-3 22-11 .23.7 2 16.0 17-6 18-1 18-9 19-4 V, 19-10 20.5 20-11 21-5 x 8 19.2 16-0 16-7 17-1 17-7 18-1 18-7 19-1 19.7 20-0 20-6 24.0 141 14-10 15-3 1 15-9 16-3 16-8 17-1 17-6 17-11 184 18-9 12.0 25-10 2 16.0 22-4 23-1 23-11 24-7 254 26-0 x 10 19.2 20-5 21-1 21-10 22-6 23-1 23.9 24-5 25-0 25-7 24.0 18-3 18-11 19.6 20-1 20-8 21.3 21-10 22-4 22.10 23-5 23-11 12.0 2 16.0 12 19.2 24-10 25-8 24.0 22-2 23.0 23-9 24-5 25.2 25-10 12.0 1.56 1.73 1.91 2.09 2.28 2.47 16.0 1.35 1.50 1.65 1.61 1.97 2.14 2.31 2.48 E 19.2 1.23 1.37 1.51 1.65 1.80 1.95 2.11 2.27 • 2.43 2.60 ` 24.0 1.10 1.22 1.35 1.48 _- 1.61 1.75 1.89 2.03 2.18 2.33 2.48 NUM: Tho required modulus of elasticity, A;, in 1,UUU,UUU pounds per square inch (psi)( XOM689 for N/mml) is shown at the bottom of this table, is limited to 2.6 million psi (17 914 N/mm) and less, and is applicable to all lumber sizes shown. Spans areshown in feet -inches (l foot =304.8 mm, l inch =25.4 mm) and are limited to 26 feet (7925 mm) and less. 1-228 17 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED' FOR CONSTRUCTION DATE BY ' �..'!. Cap&B— x tir PENN= # _- - LCBICBColumn Bases a • , 17 MATERIAL: See table. FINISH: LCB, C644, CB46, CB66-galvanized; u - r at, •`' all other CB -Simpson gray paint or HOG. j INSTALLATION: • Use all specified fasteners. See General Notes. n :; • -For full loads, minimum side cover required is - . 3' for CB; 2' for LCB. Install all models with bottom of base plate flush, tom;,717 with concrete. Post bases do not provide adequate resistance to ' r s- prevent members from rotating about the base and i'. •': therefore are not recommended for non top supported installations (such as fences or unbraced carports). , t a�r1V FORi§'BOLTS; { 1'R FOR 'W BOLTS S. with additional corrosion protection. Additional products. -. -These products are available be with this option, check with Simpson for details. _ on this page may also available V � � }" � , .:1•r�rn, srAr �f �Matenal � � Dlmenslons�3 ColummFasteners AIIo� r A 2Ret , rModel $Nominal 1i " i� pkv �' Machine ` fJ2 ' 4 D• i .a a •Contact engineered wood manufacturers for connections I A m that are not through the wide face. f,PZ w • OPTIONS: • The LCB may be shipped unassembled; specify "Disassembled". x r ' �' - W� ✓ Vit �r ',' coN } '-e LCB and CB are available in rough size. Other sizes ca ca aavailable for CB specify W1 and W2 dimensions. Consult Simpson for bolt sizes and allowable loads. C644 . ' ' - Configuration of all CODES: See page 12 for Code Listing Key Chart. LL. • (CB46, CB66 similar) ' . ' other CB sizes t LCB. CB9 (CB5, CB7 similar) . for Glulam Column with additional corrosion protection. Additional products. -. -These products are available be with this option, check with Simpson for details. _ on this page may also available rr! ,, � � � }" � , .:1•r�rn, srAr �f �Matenal � � Dlmenslons�3 ColummFasteners AIIo� r A 2Ret , rModel $Nominal 1i " i� pkv �' Machine ` fJ2 ' a �•Slze> , (Ga z Widlh) 50 Jy r k rZr: r; 'a'� ' a: r_} t+s .v • a .' Dty Dia: ' { LCB44 4x4 12 ga x 2 16 3s/,e 3'fz 6'h 12 i6d -2 1h2255 t. ~ CB44 + 44 •7 ga x 2 7 3s/,s 39/,6 8 — 2 ' — ` LC646 46 12gax2 16 39/,6 5'h 6'h 12-16d 2 'h 2255 _t'V l CB46 • 4x6 7 ga x 2 7 . 39/,6 5'h 8av� — 2 — 8 2CB48 s/6 48 7 ga x 2 7 39/,6 7'h 48;— Ar pp r• y .. ... - CB5,�6•� �GLULEAM. �7 ga z 3�% F7� 6'/,6,,x5'% f8.�- �`. _—�.��, �2�,�5�� �ia�y I ` } LCB66 ' 6x6 12 ga x 2 1651h2 51h 5'h 12164 2 'h 2255 _ . C864 6x4 7gax3 7- `:, 6 — CB66 6x6 7gax3 7 5'/z 51/2 • 8 — 2 h 7 6x 7 ga x 3 7 5Yz 7 8 2 6/6 ' %' Cf37Ya4srPSL�s 3gax3,; 7, 7'%a' 3'/zr8 2 9/< CB7�'%6 W'§Ll �'r 1 F4 e'P�SL,;3gaxr3�,',7 7 /e_...7,Hwa '2 CB68 60 7 ga x 3 7 5'/z 7'/z 8 6/6 � 'w a �` ; � r C97�6 a•.� GLULAM ;3`'ga x 3 • r• 7 6'%ts 6�a� 8�� �-"' " 2 � �a� ' - ,, �' CB775� hGLULAMsK3gax3 7 79/,6 63/ate ,8 2 =a • « r •.f � Cfi7 9 GLU'�LAM�; 3 a x 3 r7 � 9'/;6 63/a 8 s �F ,;'- 2sR ,,3%a , - ; �9 r . ,� i t.t -'CB7105 GLULAMd r3gaX3 £ w ~ CB86 V 8x6 3 ga x 3 7 7'h 5'h 8 — 2 3'a — `` ; . CB88 8x8 3 ga x 3 7 7% Th 8 2 9/a C f CB9 6 sGLULAM 3 ga x;3' 7 6�L;6 `B�,%a' ,'8 a' - � � 7 5 • GLULAM <3 ga x 3 ' 7 7s/,e e�< : e 2 �a .C$9 GLULAM . 3 ga x 3/a ' g. ., CB910.5 •GLULAM i3gax3 = 7' 109/is 63/a 3/a — -ti CB1010 ' 10x10 3 ga x 3 3 9'h 9'h 8 — 2 3/a — �. '' � '' CB1012 10x12 "' 3 ga x 3 3 9% 11'/: 8 — 2 3/a — a CB1212 ,12x12 3gax3 3 11'h 11'/z 8, - 2 3/a — 1 1. Uplift loads have been increased 33% and 60% for earthquake or wind loading, with no further increase allowed; reduce where other loads govern. • 2. PSL is parallel.strand lumber. , • 3. LCB nail or bolt loads do not combine. lumber columns, bolts must be applied to the wi fa '4. When using structural composite i 5. Designer is responsible for concrete design. • 6. NAILS: 16d = 0.162. dia. x 3'h• long. See page 16-17 for other nail sizes and infor ti9 �f I, s «. 50 t LCB. CB9 (CB5, CB7 similar) . for Glulam Column 2Ret , 2' Min.' 50 2; 40,121 Side Cover t LCB. CB9 (CB5, CB7 similar) . for Glulam Column