The URL can be used to link to this page

12-0251 (PAT)P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 , LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT - INSPECTIONS (760) 777-7.153 BUILDING PERMIT Date: 3/19/12 Application Number: ; ^1� 2000.0"0251 Owner: Property Address: ' 574`1-3ZVIA VISTA DECHERT APN: 762-240-003-33 300962 ,. 57413 VIA VISTA Application description: PATIO COVER - RESIDENTIAL LAQUINTA, CA' 92253 Property Zoning: MEDIUM DENSITY RES �� Q Application valuation: 2926 Contractor: MAR, e! '.�. 2012 i.. �IJU Applicant: Architect or Engineer: CSER, RYAN GABOR i 3782.7 GUILDFORD STREET.-- / SNDIO, •CA 92203--0 G1lvl 1r� r:SfeiEL Tre: E L•arryn I. .... (7600861-8953 lI LiC No 928413 LICENSED CONTRACTOR'S DECLARATION - • . a - " 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 Class: C29 D03 - LicenseNo.: 928413 _ for by Section 3700 of the Labor Code, for the performance of the work for which this permit is 'Q p r,. issued. / - D : �� Contr or: R Y� rJ E IT - _• 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 workerscompensation _ OWNER-BUILDER DECLARATION- insurancecarrier and policy number are: I hereby affirm under penalty of perjury that I ani exempt from the Contractor's State License Law for the Carrier EXEMPT Policy Number EXEMPT- .. 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 itsissuance, also requires the applicant for the personinariy 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 3700 of the lab Code, I shall forthwith comply with those provisions. - that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031..5 by - 3 . / p.' - any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ate: V Ap cant: (_) 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: FAILU TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL - _ Contractors' State license Law does not apply to an owner of property whobuildsor 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.). APPLICANT ACKNOWLEDGEMENT, (_ 11, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application: property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Lawa. _ whose benefit work is performed under or pursuant to any permit issued as a result of this application, (_ 1 I am exempt under Sec. , BAP.C. for this reason 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. Date: Owner: - 2. Any permit issued as a result of this application becomes null and void if work isnot commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject CONSTRUCTION LENDING AGENCY permit to cancellation. I hereby affirm under penalty of perjury that there is a construction lending agency for the.performance of the I certify that I have read this application and state that the above information is correct. I agree to comply with all work for which this permit is issued (Sec. 3097, Civ. C.). city and county ordinances and ate laws relating to building construction, and hereby authorize representatives of this aunty to enter upon above-mentioned property for in bort purposes. Lender's Name: ,V 3 �� / S - . ate: nature (Applicant or Agent): Lender's Address: Application Number 12-00000251 Permit PATIO COVER•PERMIT �r- ` Additional desc .. t , •. " Permit Fee 54.00 Plan Check Fee .35.10 ; -r Issue Date -Valuation . . . + 2926, Expiration Date . 9/15/12 ' -, IT 1 Qty, Unit Charge Per. Extension BASE FEE •' t 45.00 y 1.00 9.0000 THOU BLDG 2,001-25,0.00. ` 9.00 + ` -- - -- ------------------------------------ -- _ Special Notes and Comments ----- ; .'- 220 S.F..'ALUMAWOOD LATTICE SHADE STRUCTURE AT REAR OF SFD. 2010 CODES. �•,3` 0 ---------------.-- ---- ---- --,BLDG --1:00----- 4 Fees-- '- STDS ADMIN (SB1473)----------- , • - - ~ ' . STRONG MOTION (SMI) - RES .50 Fee summary ''Charged Paid Credited Due 1. 1 7-7 — — — — — — — — — --- —'— — — — — — — — — — — — — — — — — --- r — — — - — — — — --- — - -- — — 1 Permit.Fee.Total + 54.00.. .00 .00 r 54.00• Plan Check Total 35.1000 J, :. 00• 35:'10 Other Fee Total, r.90.60 1 .50 ,, 00• ,; . 00 1.50 , + Grand Total �.. .00 :00 90.60 • `i ° r r r q _ ; f i ' �, ' it �.: ty• .. " '� ' '�. � 7. • L ' _ ?" + , `i f 1• � 'J s = '• ' t ; I of �' � � J v _ � i +# +, l 1. , 1•'r , . • ' } i_' f , ,. , :• �. ± +' S '. • r -1 ; rYi i r - a 1-� ,'f 4 • , J • LQPERMIT w .� - - , Bin .# Qty �( .�Q Quinta Building &r Safety Division . P.O. Box 1504,79-495-Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 1�' Project Address:. -57 3 V 1 iq-. V ( ^ Owner's Name:. M R 1'.,14,9 S 0 � L tJeT A. P. Number Address: SAME Legal Description:. City; ST, zip: L_ -A Q JPA) -14 Contractor-. `f {� N G 5 ►� Telephone: >; 3 � y Address:c79 1 C fu -c- o L t1v or Project Description: 2Z k 0 1 LPI 7-rl GE City, ST, Zip: C Al 7rfi E b K.4 L T v�� ,. f1 i VIn A (AlO. 0 $ H4 IDE . d Telephone: 760 06 1 S S S3 1" ,, NO IN ; S State Lic. # 2. 9 q 1 . 3 City Lie'. #; Arch., Engr., Designer --r (),N C A M (7 6 (- Address: City., ST, Zip: Telephone: i. `�' State Lic. #: f . Name of Contact Person:Sq. Construction Type: J�J� Occupancy: Project type (circle one): New ' Add'n Alter Repair Demo Ft,: # Stories: #Units: Telephone # of Contact Person:Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACMNG PERMrr FEES Plan Sets Plan Check submitted.Item Amount Structural CaIcs. Reviewed, ready for corrections Plan Check Deposit. . Truss Cates. Called Contact Person Pian Check Balance Title 24 Calm Plans picked up Construction Flood plain plan Pians resubmitted.. Mechatiicai Grading plan 2" Review, ready for correctionsrissue Electrical Snbcontactor List Called Contact Person Plumbing Grant Deed Pians picked up SALL H.O.A. Approval Plans resubmitted Grading IN 110USE:- '"' Review, ready for correctionsrissue Developer Impact Fee Planning Approval • Called Contact Person AXP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees � N 'tom . .• n. r, ,�+ '. y'.1 ;'1� Y.Y" ,'S °��.+'. t, dry f." `.Y,+ i , • e. .+ +t Vii, e ..: � .. � r. ,t`t� "° } .•f r` ROerta Azul ,Ho.meowners. P Association,, �A.. t ;,. r �,• � � y ..ty' y r_ t1 Kl. � a �� r ,}' ! rt ��, ' r ! - .. ` .t � , . 'Y � �. ,,,• � r _ R M ( . ,� , ,.! • . � P ! Y M i ''ai r I b �. �1, 57325'.Pase0 del. Lago 4. r Jr La rQuintar.CA,92253: r `Y ; �� •�'`� f .._, ,, 949r,254-36W, January 24� ' 2012 _ ,r ..r 7��, i y r u r t k� • •.c r q r : '� : x *.l. arh �+T, [r ` + f t. 1, t. , Via'email, .4� � .' .. rE %�_: r� f; ,.! �iX. u �a, 4�:rf� ',`!i' .F �,",i ,y;. .1Yb �qr}. rr�•r?F 4, {r 1t:, � `-k y.f ..tib . r +-��'' � .f } x x {. � +.,,Mi'' a* �i."Sc`' �fS' �� "' ..;r �Yb � - k. i �k�:„' Y• -;h r t.. 4' . «{ ° v ti • i, ° � j q • t w °. r � ,. y a^ F #.tt » r � a � T• � C { �,, + ? � . f Mr. and Mrs:` Dec: herfi 543 Via Vist7 t•y!'wt ?, �k'F Xr . ? A•. . r, {. ,. ..y ” A t. .•• •4�? 3' •af T 1,�'. 'Ar .Y»tY +i: �o-. � ` ,� � .� "?;-+-,2."C�t :i ^"'� _' t n La Quints, Ca 92253- e •y biz+ }`+ ,r.' ra '.V° �. ``�"ti :.wlj'' 7.{j r. Y.' t Dear Mr :and Mrs Dechert #4 xi ^yr r x'« �wf ..-s h +� y i.. (r t C r-, rf = rf , •. . .,Puerta Azul, Inc. ("Association: )'.-is' in receipt'of. your completed -apphcation :Please be advised. f your application_has.been,approved`upon City of La % uinta`final'approvat"of the pioject « °rr u. ✓i iy .R i- 1 s t i '{+i' . 'i� •{ -' *' r,r { •+ .. Please,provide'upowcomplet44 �on'the final inspection approval from the City of La Quinti { f'r `..- r• Y .', _ . r' .- �` �, .} � ^'S µ��nt r ',r� (�� e•� J �: �• t �; �'.. � '� v �; ..� i # ,� :. , r ,.ryy � :w,t. , . Should you have`any questions oc•concerns during the process please feel free to con tact,u rti � - , '' r ' ' l'r 1 't• } � k r Jr �,ri• r-I - tir ,� ,; y ..:t. iC. a t -'.} - � .� t - '*'•-. � » Sincerely;° �s, f , . n ,, Lori Livacich , President,,*'.. s Board of,Directors for,PuertarA2ul HOA nc r" ` ` ' }" . t '1 <.� r v 949'254-3698 err ��x�i. F •� »,`f ylv �.� ti ,t R ' ✓ i. '" .�,.' � .. _ i" - r it Y r r ,, °L :fr ...r. t ' 4J.•. *' r t,. fir .� ! A ° I S Y :7''4 - + v •f f . w 1. w k .. '✓ < l} y - vy f - n b 1' Y' a J � t5`r f, r+r �: t ° ." , � t :v" i .. r , t •.� a k i.� r r I,r i`. r�'ir �.'�, ..,, - ., a •'}. ! r'y s r v rf.' ,. 7 * i� " - h t'tr•A+ �'. ..+ � �~ y .. cP� '�� :F l ,`.� t �,.wti•Ir� i � '4 rir :,,+. t sh fyr - i�4 tr'4�'n � ;. � N. ej . r #-i; s+nS'� :��.y �� . _) t v • .rte' 1F} '` .ham J.• - 1 ♦ r •.0 ' is � .. ��, 'i-` �'• ' d `• `�' � '' moi•• et - i .. . • f t., ",S �h.. , �_ Q� �. !},} Jam' f `,1 t cfir 14f .m o `` ,r .. f - .� •Lc .. �•.r. ... C,.. .{� �` !! � �� .�. ! i � .. f K� -fir .�, ] _ _ ♦.: - ,' � .•. :..s r .._ ■rim +y} .• �, � ' ' - �� . r !• yam, Y ' r - � •.. • - , ci Y OF LX QUINTA - 4 , ,'_ BUILDING & SAFETY DEPT. r ♦Vim• ♦ '-V .. . ' .. 4PPROVED y �' -. a I R CONSTRUCTION V DATIE 1F} '` .ham J.• - 1 ♦ r •.0 ' is � .. ��, 'i-` �'• ' d `• `�' � '' moi•• - i .. . SEE .16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2° X 6 1/2" SIDE PLATES. AND SPACING OPEN LATTICE TYPES �- SHEPRJ.�%"" t :THI3OPENlATfICE•TYAEBYRUCTJRE BMAX.PEDULE SnNGau�lp�Np SCHEODULE DVnO MAY NOT BE COVERED. ` '~ MAX. O.H' \ _ RAFT 26% SPANO �� SIZE AND49PACINGSCs \ �'YO O CR 25%O SP SrSpg9,2S O p� LENGTH, OF STRUCTURE VARIES iq POST WITH SIDE PLATES p SEE DETAIL LENGTH OF STRUCTURE VARIES • - SFST��F Np I e, NOTE: EACH COMPONENT IS INTER- 31/2' SLAB ATTA T POST WITH SIDE PLATES k MAY BE USED ERE S6 rSp SEE DETAIL HANGEABLE WITH ANY OTHER SSFTp PER I TED Fr�ISOhG MPONTENT UNLESS OTHERWISE SHOWN. NOT EACH COMPONEPlTIS INTER- FOOTING WHERE REQUIRELE WITH ANYaMER S s w SEE SCHED. FOR FO CUBE SIZE . /''` 1 UN LESS0IHERWISESHOWN. T1e ",�. k EN LATTICE -TYPE PATIO COVER 1 Q �CHEDULE NOPE: THIS OPEN IATRCE•TYP TRUCTURE ` - - SCALE:NT$ MAYALaECOVE�R ' �^Aqp FOOTING WHE UIRED, MAS 1- SEE SCHED. F ING C ° o - TYPE " ATTACHED SINGLE SPAN LATTICE ST C1CTURER - a A PE "F" ATTACHED MULTISPANTTIC R LL sec; 7, 37d1q n m NOTE: THi9 OP E- Ul� �• MAY NO RED: ti— I—`' 1.,, ° `C• • y - RAFTERBSEF�TABLE SEMA S.� EOJ. E • THIS OPEN LATTICE -TYPE STRuan IR (�(%A% SEMS SCHEDULE AND SPACING O MAY.LBE COVERED. �S H. O 5 %R OMC25% OF SPAN s t7 ®g ?q LENGTH OF STRUCTURE VARIES D , • OST CROSS -SECT • SEE POST DETA \ 312'SLAB NOTE: EACH COMPONENT IS INTER- MAY BE USEDTO CONSTRAIN CHANGEABLE WITH ANY OTHER s Tq� FOOTING. EE COMPONTENT UNLESS OTHERWISE SHOWN. F OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED SCALE NTS SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE yTsbgOi DRAWN BY: E N. TOM CAMPBELL 8 ASSOCIATES, INC: LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERtF 0195 • DATE:4282011 SCALE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OP�EN lATT10E 10, 20 6 30 par D DURALUM PRODUCTS, INC. N RANCHO CUCAMONGA. (951)741-2107 UCTURES OG. ALPINE AVE„ SACRAMENTO, CA 95929 30F33 (916)462-7021 FAX 4031579 salsa®duralum.TSHEET 1q O NIGTH OF STRUCTURE VARIES _ POSTCR SS -SECTION, ` SFFT�Hp SEE POST DET 3 1Q' SLAB ' MAY BE USED EACH COMPONENT IS INTER- TO CONSTRAIN IGEABLE WITH ANY OTHER SFF! �� FOOTING1.E EESCHEDU+ PONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED " SEE SCHED. FOR FOOTING CUBE SIZE YPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE DRAWN BY: E N. TOM CAMPBELL 8 ASSOCIATES, INC: LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERtF 0195 • DATE:4282011 SCALE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OP�EN lATT10E 10, 20 6 30 par D DURALUM PRODUCTS, INC. -'NONE REVISED BY: - RANCHO CUCAMONGA. (951)741-2107 UCTURES HORIL WIND = 90,1008110 MPH ALPINE AVE„ SACRAMENTO, CA 95929 30F33 (916)462-7021 FAX 4031579 salsa®duralum.TSHEET ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL 'SLABB SEE SCHEDULE FOR SPANS ATTACHMENT MAYBE USED SINGLE POST O. 'O.H." NOT TO EXCEED 26% WHERE PERMITTED. OF SPAN SEE DETAIL FOR SPLICE SEE SCHEDULE SINGLE POST AT PO; SEE SCHEDULE POST AND AT END BA' SEF SQ. POSTS, SIZE VARIES SEE SCHEDULE NG CUBE SIZECATTACHED qc" I NOTEI 31/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' FOOTING WHER SEE 3GHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER OPTJPN ALUMINUM LEAIG771OFSTRU ROOF PANEL O CTURE SEE SCHEDULE �4R/FS FOR SPANS O. S "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE posr OPTIONAL: CANTSp EVER SQ. POSTS, SIZE VARIES SFE SCI., - 0 SEE SCHEDULE FOR * SEE SHTAS FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1/2' SIDE PLATES. SOLID PANEL TYPES ANp GTN OF ATTACHMENT CHANNEL S `STRUC ALUMINUM SEE DETAILS ROOF PANEL T PR4/ cNSNJES SEE SCR SPANS MIN. 0.25' SLOPE PER FT. 0. � 'O.H.' NOT TO EXCEED 26% OF SPAN SEE DETAIL FOR SPLICE OPTIONAL: CANTILEVER BEAM !fjZjsCSP4! SEE SCHEDULE FOR * SQ. POSTS, SIZE VARIES s-ra POST SPACING ALTERNATE: 3 1/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9' STEEL ROD Y TYPE"C'FREESTAND DRAWN 8Y: E.N. IAPMO ERA 0198 DATE: 4/28/2011 SCALE: NONE IREVISEDEry: POST SPACIN O.yl, ?S < OFSPgN , NOTE 40SPLICEATTHIS POST D AT END BAYS. BEAM NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. CANTILEVER OPTION TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 77Y e he PRO s ti OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING MIN. 0.25' SLOPE PER "O.H.' NOT TO EXCEED 25% OF SPAN 4MGMEER .. PT @SHAS IoT�'� 4 .e J CIVIL •� �C,f SEE DETAIL FOR SPLICE 2696 'SLABB ALTERNATE: -10 OF�Cj� OF ATTACHMENT MAYBE USED SINGLE POST nwe.0 O•H. WHERE PERMITTED. SEE SCHEDULE ?Sqb OFSP SEE SCHEDULE SINGLE POST AT MAX. HT.- 12' SEE SCHEDULE POST AND AT END BA' FOOTING WHERE REQUIRED TO CONSTRAIN SEE SCHEDULE NG CUBE SIZECATTACHED qc" I NOTEI 40 SPLICE FOOTING, SEE MULTISPAN W/CANTILEV MIN. 0.25' SLOPE PER "O.H.' NOT TO EXCEED 25% OF SPAN 4MGMEER .. PT @SHAS IoT�'� 4 .e J CIVIL •� �C,f SEE DETAIL FOR SPLICE SQ. POSTS, SIZE VARIES POST SK fE SCN qC/!yG FOULFS -OPTI NAL: CANT SEE SCHEDULE FOR P ST SPACING O•H. ALTERNATE: ?Sqb OFSP 3 1/2' SLAB SINGLE POST MAYBE USED SEE SCHEDULE THIS TO CONSTRAIN I NOTEI 40 SPLICE FOOTING, SEE POST 4DATEND86YS. SCHEDULE W FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT 13 INTER - 112 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION LIVELOAD= PATIO OVER SYSTEM AS MFG. BY: SOLID PANEL 10,20830 par DURALUM PRODUCTS, INC. STRUCTURES HORIZ WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95828 90.100 a 110 MPH l(OlS)462-7021 FAX 403-1519 .alae®auralum.eom SHEET 2 OF 33 RAFTER SPANS' FOR OPEN LATTICE COMMERCIAL & PATIOS 90/d,�/IPH % EXPOSURE 8�& C %Q 2" �pFEa4I''- 3"—8.5'1�i �+y 3.0' �•�� 8.0' MAX., � �k"a° •°9o��)j jLl I TH MAS I. ��* Iyy4YYYkkk � ; �° ®: CAP PBELL °a 44 0 .042" ALUM. ALLOY 3004-H3ti NUf 9-11 q ALUM ALLOY 3004-H36 OR EQUAL ` 7 • 3 • m�f' OR EQUAL qq qVL ALUM. ALLOY 3004-H38 ,: • \ - SEE NOTE BELOW OR EQUAL / �.°• �C SEE NOTE BELOW z 2X61/2-RAFTER DBL. 2 x 6 1/2" RAFTER 8 = 3 x 8"RAFTER L.L.= "T" a 90 MPH 100 MPH 1 0 YNPH L.L.= "T ¢ 90 MPH 100 MPl1 1 D PH o— (PSF) (IN.) No OP. B EXP.0 EXP. B EXP.0 EXP. 13 EXP.0 (PSF) (IN.) wo EXP. B EXP.0 EXP. B EXP.0 EXP. EXP.0 (PSF) (IN) az 90 MPH 100 MPH 110 MPH Q EXP.'S EXP.0 EXP. B EXP:C EXP. B EXP.0 16" 12'-2" 12'-2" 12'-2" 11'-90" 11'-90" 11'-5" 16" 17'-3" 1T-3" 17'-3" 16'-8° 981-8" 16'-1" 18 -8° 24'-6" 23'-5" 24'-0" 22'-B" 23'-5" 21'-10" .024 .024 .042 24" 9'-11" 9'-11" 9'-11" 9'" 9'-8" 9'-3" 24" 14'-1" 14'-1" 14'-1" 13'-7" 13'-7" 13'-2" 24" 20'-O" 19'-1" 19' 7" 18' 6" 99'-1" 17'-10" 16" i8'-3" 18'-3" 18'-3" 15'-9" 15'-9" 15'-2" 16" 23'-0' 23'-0" 23=0" 22'-3" 22'-3" 21'-8" 10 10 .032 10 .032 24" 13'-3" 13'-3" 13'-3" 12'-10" 12'-10" 12'-5" 24" 18'-9" 18'-9" 18'--9" 18'-2' 18'-2" 17'-6" 042 .042 .042 16" 21'-4" 21'-4" 21'-4" 20'-6' 20'-8" 19'-11" 16" 30'-2" 30'-2" 30-2" 29'-3" 29'-3" 28'-2" 16" 17'-9" 17'-9" 17'-9" 1 T-9" ' 17'-9" 17'-7" 24" 17'-5" 17'-5- 17'-5" 18'-10" 18'-10" 16'3" 24" 24'-7" 24'-7" 24'-7" 23'-10" 23'-10' 23'-0" 20 24" 14'-6" 14'-8" 14'-6" 14'-6" 14'-8" 14'-4" .024 16" 914" 9'-4" 9'-4" 9'.4" 9'-4" 9'-2" .024 16" 13'-2" 13'-2" 13'-2" 13'-2" 13'.2" 1 TV 24" 7'-7" T-7" T-7" T-7" 7'-7° T-6" 24" 10'-9" 10'-9" 10'-9" 10'-9" 101-9" 10'-7" 20 .032 16" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 12'-3" .032 16" . 17'-7" 17'-7" 17'-7" 17'-7" 1 T-7" 17'-4" ,042 16" 14'-7" 14'-7" 14'-7" 14'-7" 14'-7" 14'-7" 20 24" 10'4" 10%2" 10'-2" 10'-2" 10'-2" 10'-0" 24" 14'-4" 14'-4" 14'4" 14'-4" 14'-4" 14-2"24" 11'-11 30 .042 16" 16'4" 16'-4" 16'-0' 18'-4" 16'-4" 16'-1" 16" 23'-1" 23'-1" 23'-1" 23'-1" 23'-1" 22'-9" 24" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13-2" 042 24" 18'-10" 18'-10" 18'-10" 18=10" 18'-10" 18'-7" .024 16" - _ _ _ _ _ 16" 10'-10" 10'-10" 10'-10° 10'-10" 10'-10' 10=10" 24" - - _ _ _ _ 024 24" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" * NOTE: SINGLE RAFTERS SPACED 98' O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 16" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'3" 16" 14'-6" 14'-6" 14-0" 14'-6" 14'-8" 14'-6" 24" 0. C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 30 .032 30 .032 24" 8'-4" 8'-4" 8'-4" 8'4" 81-4" 8'-4° 24" 11'-10" 11'-1 D" 11'-10" 11'-10" 11'-/0" 11'-10" 13'-5" 13'-6' 13'-5" 13'-5" 13'-5" 16" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" PROJECTION .042 SPAN O.H. 24" 11'-0" 111-0 11'-0° 11'-0" 1110. 1'-0" 24" 15'-6" 1b'-0" 15'.6- 15'-6- 15'-6- 16-6- :] h TRIBUTARY TRIBUTARY= wIOTH 112 SPAN+O.H. :';' NOTE: TRIBUTARY ON MULTIPLE SIS EQUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) O.H. 8 7 8 9 10 11 12 13 14 15 18 17 18 19 20 21 0 3 4 4 5 5 8 B 7 7 8 8 9 9 10 10 11 1' 4 5 5 8 8 7 7 8. 8 8 9 10 10 11 11 12 2' 5 8 8 7 7 8 8 9 9 10 10 11 17 12 12 13 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4' - - - 9 9 10 10 11 71 12 12 13 13 14 14 15 5' - 11 12 12 13 13 14 14 95 15 18 FREVISEDiBy, E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD" PATIO COVER SYSTEM AS MFG. BY: 017 10, 20 8 30 IAPMO ERP 0196 NE - COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS Pel DURALUM PRODUCTS, INC. RANCHO CUCAMONOA, CA (951)741-2197HORIL WIND" BZ89 ALPINE AVE., SACRAMENTO, CA 96BZ6 90, t006 tt0 MPH (816) 462-7021 FAx4 03.7619 salea(dJdureNmcom SHEET 7 OF 33 PANEL FASTENERS 90/100/110 MPH EXPOSURE B&' C- #14 X 914" S.M.S. AT EACH VALLEY TO BEAM FAN BEAM (19--0" MAX SPAN) 2- 24" HEADER CEILING FAN AND/ T=.075" TYP. 2 /2„ 24" TRI- "V" PAN EXIST. WALL OR LIGHT FIXTURE ( MAX. 30 lbs. ) FAN BEAM A UM_j4t a qp�#10 OR #14 X 3/a S.M.S. , ' AT EACH VALLEY TO BEAM THOMAS 1• t *S SEE NOTE BELOW CiAMPgEl,� EXIST. WALL—,.,,ATTACHMENT AT HANGER CHANNEL 12" FAN BEAM - 12" x 3 1/2" W PANEL SEE SAT, 9 HANGER / X111) NO CHANNEL FAN BEAM 2 /2' r#10 OR #14 X 3/" S.M.S. / AT EACH VALLEY TO BEAM *SEE NOTE BELOW #12 S.M.S. SCREW #12 S.M.S. SCREW AT HANGER CHANNEL '-- 8.00" / 8.00"-----•� ATTACHMENT AT HEADER 6D / 8"X 2 Y2" FLAT PAN W/(2) -V'S FAN BEAM #14 x 31/2 � J 8"X 2 Y2" FLAT PAN W/(2) -V'S AT IAT BEAM SCREW FAN BEAM /'ROFESSI NOTE: FASTENERS INDICATED ARE TO BE USEDO � Q � AT EACH SUPPORT BEAM AND HEADER c��rPtS '9:fp USE #10 FOR 90 & 100 MPH WIND SP�to 21/2" USE #14 FOR 110 MPH WIND SPEED 1` No. 3"48 /2" S.M.S. SCREW #14 x 3 1 0.042"x3"x8"HEADER AT BEAM IAPMO ERN 0196 DRAWN BY: E.N. /LONE TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - PA COVER SYSTEM AS MFG. BY: SCALE: SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANELFASTENERS 10,20830 pef DURALUM PRODUCTS, INC. ' REVISED BY. RANCHO CUCAMONGA. CA (051 j 741.2107 f FAN GERM HORIZ. WIND - '8288 ALPINE AVE., SACRAMENTO, CA 85828 90. 100 a 110 MPH (916) 452-7021 FAX403-1519 salsa®dwalumwm SHEET 8 OF 33 01 - — ' - COLUMN /,POST TYPES -& SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10' MAX. HEIGHT C = 10' r � , .r MAX. G=3'Sl].xt=.168" . I I .3.00" SQ. u 1' 3.00 SQ. #24-O.C. 10 sons .3.00" SQ, �—•- H =3•sQ.xt=.250' 0 2 J1"�IA. SIDE Ix 1=3•SO.xt=.313" 6.b' 3e J =4'SQ.xt=.188" _y "ALUM..— .14"R r K =4-s .xt=.250" I • TYP. , • 032 .048"STEEL = t. 5/8• PLASTIC PLUG ' 28e , , to F ] O 3,0 ° O 4A r ; * • • - f 3" SQ. ALUM: POST 3" SQ. ALUM. POST IMAG POST,SQUARE WITH SIDE PLATES D 3004-H36 3" SQ. ALUM. -POST STEEL POST -ALUM. ALLOY 3004-H36 O 3 Sq. STEEL POST ` - ALUM: ALLOY 3004-H36-= s ALUM. ALLOY 6083-T6 ASTM A500 GRADE B w ALUM. ALLOY 3.00" OR9 el 1 2.01 ; { + " . '6063-T6 2;40' , - ° e ` ? • . a. �a'N�\qti 1.375.. 7/16"0 HOLE 5e' e 1- FOR 3/8 MEI -2 FLANGES , �IdEE1Q \\ 1►1 ; -rr , 2 1/8'-APART IN o • ° ° e e a % 1/ 0 ASTM,GRADE 36 STEEL 2.5° ° / ,. 1 TWOMAS is ��'�, « . y INSTALL'1}2' X 1ja" x }`• HDG, • " i " WASHER PLATE AT ANCHORS + -BASE FLARES ° *+ 160' �+ r 157 TO 3'WIDE EA cf)s T� p SIDE OF FLANGES . {t: ' t U " []INSTALL 1J4° x 1S4' x • HDG rUSE FO 3 .1 010", TYP �'r , ` , 3, ry,. M ., OST ONLY: • 5.50' - 1 _ .`� 1-7116"0 HOLE " WASHER PLATE AT ANCHORS IL ' pfi �1 e• - �� "� OR 110 MPH } r + (U` 2- 5M6"ID HOLES ' " & 2-3/8" HOLES y d ' TYP. EA. SIDE h1) C} ALUM "T" BRACKET ' "' STEEL "T'.BRACKET S T=.060".TYP.. �2.. p .��:.• ��.t (4) SDS 26412 x. .. w No. 370411 3„ � _� . ,� ; - � Ex � . • .�' �- , r� - - ALUM. ALLOY' `3" x 8° ALUM. RAFT. BRACKET . 6063-T6, W x 8" ALUM. HEADER "H" BRACKET �` HEADER.BRACKET O DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: ' DATE: 4/28@011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 pal ` DURALUM PRODUCTS, INC. - IAPMO ERq 0185 `� • .COLUMN I SCALE: NONE - REVISED BY: RANCHO CUCAMONGA. CA (951)741-2107 'POST TYPES HORR. WIND a - 3238 ALPINE AVE.. SACRAMENTO, 95828 ' 80; 100 & 110 MPH (916) 462-702E FAx103.1619 ealee@tluralumcom SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H38 1 1.60" WALL FASTENERS --1.W� 060° SEE TABLE WALL FASTENERS SEE TABLE 1.75" O ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. ALUM. PANEL 2X OR--/ 3x ALUM, RAFTER FASCIA BOARD - ALLOWABLE PROJ. .281" 11 ALUM.ALLOY If 6063-T6 .06 O EXTRUDED HANGER CHANNEL FASTENERS, SEE TABLE A34 FRAMING ANGLE L-- EXIST. EAVES, RAFTER EXISTINGEAV OVERHANG (24" MAX.) EXISTING EAVE CONNECTION .25•R .0Y #14 SMS @ PANEL LOCKS OR #8 SMS AT EA. CONTACT 2.740" AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED -- ROOF PANEL -J CONTINUOUS A- RAIL OCCURS) 90 3 (WHERE ALUM,ALLOY #14 SMS ® EA CONTACT ai 6063-T6 WALL CONNECTION O ALUM.ALLOY 6063-T6 I.R. HANGER n EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC. 2.740" AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED T=.060" W LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=: 90 A B 8 C O D E E F 100 WALL FASTENERS 0 A B B C D D E E F SEE TABLE " 0: A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.G. MAX. U B=SDS26412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX. Haw C=SDS25412 AT EACH STUD, 16" O.C. MAX. h W D, APPROVED 3" OR 4• N "E=3/8"0 x 1 1/8" AT 18" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE INSUL. ROOF PANEL o 14'-8" EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC. WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16" O.C. CELL AT FASTENER) OR CONC. OVERHANG(L) LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=: 90 A B 8 C O D E E F 100 A B B C D D E E F 110 A B B C D D E E F 181-8" DESCRIPTION OF LAG SCREW SEE NOTE BELOW 0: A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.G. MAX. woZ B=SDS26412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX. Haw C=SDS25412 AT EACH STUD, 16" O.C. MAX. h W D, D=3/8"R1 x 4" LAG SCREW AT EACH STUD LL^�J� "E=3/8"0 x 1 1/8" AT 18" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 19'-11" "F=3/8"0 x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 14'-8" *HILT[ QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1 EXIST. RAFTER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG(L) LL=10 LL=20 LL=30 2"x 4"1'-6" FULL OR 2"x6" NOTCHED 18" O.C. 18'-8" 181-8" 14'-2" 2'-0" 14'-0" 12'-8" 9--7- '-7"2"x 24" O.C. 11-6" 12'-5" 11'-8" W-10" T-0" 9'4" T-4" 5' 7" 2•x6" FULL OR 2"x8" NOTCHED 24" O.C. 2'-0" 19'-11" 19'4" 14'-8" 2"x8" FULL 2"x10" NOTCCHH ED 24" O.C. 2'-0" 31'-11" 31'-11" 25'-0" 10#L .L.=(Z14 SMS EA. SIDE 20#/30#L.L.=(2)#14 SMS EA. SIDE U -BRACKET -- -3/4" OR 1 1/2" T2"x61/2"OR 5" MIN. 3" x 8" ALUM. RAFTER /4.OR 11/2' EXISTING WOOD STUD FRAMING -"S"----SMS 11R80' —t -i- AT 12" O.0 O.C. 1 1/4" YP. NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE r— TO DRAIN FOR SPAN SEE ALLOWABLE OECKI RAFTER SPAN TABLE LENGTH b f(3)-�C L" I 2.9011 2x8 LEDGER NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL=20psf EXISTING LUMBER AT OVERHANG: #20 DF -L. 2 EACH 114"fd x 3-1/2' LAO SCREWS, L.L =10 psf 1 INCH MAXIMUM NOTCH AT WALL. 2 EACH 7/18"0 x 3-1/2' LAO SCREWS L.L =20 AND 30 psfFTER }#+4xt ala 3 112' W.S. pAT10 COVER THE INSTALLATION OF LAG SCREWS 8 WOOD SCREWS ARE REQUIRED T ��»,��11u('t EXISTING WOOD TUD)(2- MIN. PENETRATION NTO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (ND �`GINE��4 11.1.3 AND 11.1.4, RESPECTIVELY. �`` " . • • • . • SA�ry1 NOTE: USE LEDGER WHERE RAFTER SPACING a ' ' • '9 EXCEEDS EXISTING STUD SPACING ,p • NOTE: BRACKET THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SD i�lt NOTE: PLACE •SIKA LAR MAY BE MOUNTED RTHOMA$ I. EE FORATTACHMENi BELOW RAFTER Wl TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUAT f. • MATERIAL BETWEEN BRACKET AND COMP. CAMPBELL •�� , RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTION'S. r 3i r� m WALL CONNECTION 3O 4O BRACKET CONNECTION DRAWN BY: E.N. TOMOva"'L, &'l INC. • HANGER CHANNEL LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 4126=11 NONE AND BRACKET IL.20820psf DURALUM PRODUCTS, INC. IAPh10 ER# 0195 SCALE: NONE COMMERCIAL ANT(RUCTURAL �yN�aIN� HOR2 WIND = 8269 ALPINE AVE., SACRAMENTO, CA relay REVISED BY: RANCH-01A.OIS1),74f- 107 ATTACHMENTS g0, 10ofl SHEET 9 OF 33 • _.lT (918)462.7021 FAX 4031619 eale9@ldurelum.wm COLUMN / POST -TYPES, & SURFACE MOUNT—AN.MENT DETAILS ALUM BRACKET USE WITH T BRACKET I POST TYPE S.C,D, OR E. STEEL POST ONLY: Q 3'30. POST W/ STEEL.TBRACKET USE WRH USE POST TYPE 3 8•0 BOLTS ' (2)-#12 SMS EA. • POST TYPE B,C,D,E,F,G,H,J K F, G, H. J OR K OR POST TYPE J 3"SQ. POST SIDE OF POST OR S. So. POST u8E 2T a ACHI n 1/4'M.B.THROUGH KWlliasoREDu 45' POST sTEEI.TBRACK£T; 172 DEPTH OF _ (2)-1/?0ALL OTHER 16"INSERT SEE NOTES BELOW U9E /I2}3!8'OHILTI K FOOTING OR F X.188" (2}1/4'0 POWERS WEDGE- BOLIB OR EQUAL 12" MIN. EMBD. CONDITIONS 4 8• ASTM A36 BOLTS+ OR EQUAL, EACH 2 X; EMBEDMENT EPT11 STEEL BRACKET TO SLAB. FOR KWIKBOLTS) " ' I T.O.C. MINIMUM DISTANCE TO �f. I y,, EDGE OF SLAB=4"OR - ..•°; (•:� TO CRACK= 10' - ' (1' MIN. EMBEDMENT) a ' �.' ASTM A572 STEEL _ DEPTH ..L.i2:.� 4 0 1/2.0M.B. y 7 ... v POURED CO CRETE . } SLAB SHALL BE IN x9' LONG, 1" ' GOODCONDITION FOOTING NOTE FROM END OF POST y:�;L� i";'.• Z 3- SO. POST (STL) 31/2' MIN. FOR SIZE OR FLUTED SEE Foon POURED SQUARE SEE FTfl. OR 4• Sq. POST (NTL.) SCHEDULE QUARE CONCRETE SCHEDE SEE INSERT IN SEAM BPA. TABLE - -. FOOTING SPAN TABLE • EXISTING SLAB O7 3• SQ. POSTS TO CONC. FOOTING 8 SgUAT POST EMBED. PL.S/S'THK, y INTO FOOTING 9 WELDED STEEL BASE PLATE 100 NOTES: BASE PLATE SCHEDULE:, ~� •y. 1 �1. DO NOT USE ALUM. T - PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 BRACKET WITH 3X8 BEAM a 9" SO. x 5/8• B. C. D, F, G. 8 H ATTACHED ATTACHED ONLY W/INSERT, MAO BEAM, 4-OR. -• ALTERNATE FTG. FOOTING & ANCHOR'SOLTS ?' I"BEAMS. FREESTANDING " z.PosrTYPEe BASEPLATE ANCHOR CUBE SIZE SQ. 18• DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS ' INSTALL WASHER PLATE,BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) BOLTS EMBED. 2' X )S' X 5 X' AT 18' 18° SQ. 12' STEEL T BRACKET.r (4)• 3/4 3 114' 9"x.0 HILTI KWIK BOLT TZ STAINLESS 20" 21 • SQ. 12" 23.8 24' CUBE (2}1/2.0 9' x 5/B' STEEL PER I.C.C. ESR-.1917 OR EQUAL 22" - 25' SQ. 16• 3: POST TYPE F _ (4 3/4• EMBEDMENT DEPTH) 25' - 30' CUBE „(4 -17Y0 3114' DO NOT USE STEEL T ' 24" +. 28' SQ- 20° - BRACKET W/7' 1-BEAM. 26" 32* SO. 23" 31'-34'CUBE (4)-5/8.0 4- .28" '.28" 35' SQ. 25' e 30' _ 39'SQ" 28' 35'-39'CUBE (4�114to ' 4374'�(y�N ,Ij�) �QR3FE�/�� 32° 43' SQ. 30" 40'- 42• CUBE 74}374 0 43/4•' � uy'y� ° •. �A/� `� O. C • C�y� 34" 47" SQ. 32' 7 111�OQt(AS �. NOTES: BOLTS SHALL 8E HILTI KW0< BOLT TZ STAINLESS STEEL � � (�� • ('•' NO .iraaa •' 36' 51" SQ. 34" LC.C. EVALUATION SERVICE INC., ESR'-1917 OR EQUAL. FII, o ` 38' 55" SQ. 37' 4D° 60• SQ. 39° 42" 64' SO. 41 1F s 69 43 CUBE FOOTING W7 4• SLAB A NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE LOAD = PATIO COVER SYSTEM AS FG. BY: oATE:anenoll� - IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERING SURFACE MOUNT • 10, 208 90 Pf DURALUM PRODUCTS, INC. REVISED BY: - RANCHO CUCAMONGA, CA (G.- 7-01-2707 AND EMBEDMENT ORI?_ WIND = [810462-7021 289 ALPINE AVE., SACRAMENTO, CA 95826 90. 100 8 110 MPH FAX 4034518 aalas °@dural m.00m SHEET 10 OF 33 HEADER BEAM TYPES & ATTACHMENT ,.DETAILS 1 52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" SQ. 2.00" 1.79" r- SPLICE WHERE OCCURS SPLICE WHERE OCCURS SPLICE WHERE OCCURS _11.0M.- r- 3" 2.57" 2.19" 4.s" a.8 2.04" 086' 07s" T.P. n NP 0 8" Z. 2.08" z� TYP. TYP. _ 2.93" .0000' 3.0 938" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-H36 O z.7' ALUM. ALLOY 6063-T6 O ALUM ALLOY �a��\1��1• 6983-T6 � ; ZIN ALUM. ALLOY �l� 063-T6 , ASTM A653 GRADE 40 E O 8.5" ROLLFORMED 4.5' GUTTER MAG, G 0, . T-9j�. MAG BEAM O 3" SQ. STEEL BEAM L 3„O " THOMAS 1 Y CAMPSL �,,. 8.5°flg •. 3.0" '0 m 8.6" 1j, SPLICE WHERE OCCURS 4" ~ SPLICE GX WHERE L1•;3 11141 t_rl IVIL .7�/( (( e: 2 •• Mme. 2” r '• �� 1 —.►• ,042" I OCCURS .110" TYR ., 1 j ALUM. ALLOY 6063-T8 O ALUM. ALLOY 6063-T8 O 'ALUM. ALLOY 3004-H36 OR EQUAL J J ALUM. ALLOY 3004H38 OR EQUAL ALUM. ALLOY 3004-H38 OR EQUAL 4" I -BEAM 7" I -BEAM 2 x 6 RAFTER DBL. 2 x 6.5 BEAM O 3 x 8 BEAM I3 "MAX. S" S. —�- --*—.042" 8,r 3" .042" MAXj�MAX.� 3" � .042" 625" T =14 CA 7.8 5" ASTM A863 GRADE 50 �L 375" 6:656" T = 0.126 ALUM. ALLOY 6063 -TB ALUM. ALLOY 3004-H38 OR EQUAL ALUM. ALLOY 30041135 OR EQUAL � " ALUM. ALLOY 3004-H36 f ,375^ OR EQUAL O O - DBL. 3 x 8 BEAM O3 ---1II 2.875' x 8 BEAM O 7" I "C" OP 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM W/ DBL: 3 x 8 STL. INSERT STEEL INSERT -BEAM SPLICE/ INSERT ERN 0195 DRAWN BY: E.N. DATEIAPMO SCALE: NONE 1 SCALE: NONE TOM CAMPBELL 8 ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES UNE LOAD - 10, 20 It 30 sf P PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 9 HORI WIN MPH 8289 ALPINE AVE., SACRAMENTO, CA 95828 (916)452-7021 FAX403.1519 sales®duralum.com SHEET 11 OF 33 THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS� �QRv � COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE C SELECTED BEAM. - ” ' AM.o �� C,INEE1QS�p�� • - _ THOMAS 1.°°� • CAMPBELL 'o� CA L FOOTNOTE: "SAMPLE" NOTE: IIIA " Y01.11i FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING IAPMO ER8 0105 DRAWN BY: E.N011 GATE: 4282011 .10# L.L.- 10. MP FREESTAND:&• TTACHED OPEN LATTICE PATIOS 2' OR LESS EXP. B & C SPACING TABLE LIVE LOAD = PATIO COVERS STEM AS MFG. 3" SQ. STEEL BEAt l�\I DBL. 3"x8"x.042"B COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGFREESTANDING i1t1_ DBL.2"x6.5"x.032" BEAM DURALUM PRODUCTS, INC. 1(916) wIINSERT DBL. 3"x8" BEAM RANCHO CUCAMONOA CA (081) 741.2107 AND ATTACHEDHORIZ. WIND " p MAX.COL. ATT. 0 q L.L: 110 MPH EACH w/ A 3x8 STL. INSERT > FREESTAND ATT. FREESTAND m SPACING MAX.POST SPACING MAX.POST MAX.P03T MAX.POST SPACING FREESTAND ATT. MAX.POST FREESTAND •ATT. MAX.POST FREESTAND ATTACHED ON SLAB ,t (SPAN) SPACING FTG (SPAN ) SPACING G. FOR DBL FOR 3" x 8" SPACING FTG, FTG SPACING 5 p 3 FTG MIN. POST FTG. MIN FTG. MIN• FTG, MIN. .MIN. MIN. - (IN.) TYPE CIN.) (IN.) POST TYPE 1 2"x8.6"x.032• BEAM ( IN.) TYPE POST (SPAN) (IN•) (IN. ) POST (IN.) (SPAN) FTG (IN.). POST FTG POST PN') re - 4' 1T-0" 11'-9" 31 G i6 19'-1" 36 H 18 12'-1" 13'-8" 33 H ' 16 24'-1 ' TYPE 20 35'-1" TYPE TYPE 23 - 11'-3" 18 1T-10" 29 9'-10" ` is 23'-2" 38 H 23 32'-9" 42 H 25 B 4' 5' 13'-7„ 10'-10 -5„ 31 IG 16 1 r-1 ° 18 15'-11" 35 H 1 s 10'-10" 12'-1" 32 H . 17 22'-2" 37 H 21 31'-4" 41 2 B 22 8-10" 11'-3" 19 20'-8" 24 . 29'-3" H 26 E 5' 6' 11'-4" 10'x" s' 30 G 17 15'-7" 34' H 20. 9'-10" 11'-0" 31 H 18 20'-3" 22 28'-8" 24 B -1o° 19 14'-s^ ,. 22 &'-1° 10'-3" 20 afi'-11" 37 H 24 2s'-9^ 40 H v E 6, 7, 9, 9' 9"9 30 G 1 20 14'-513,-5• 33 H 20 23 9.2" 10'-2"9-6" 30 H 1 20 1�-9T.6^ 3S H 2 26, 39 H . 2 B 9' 7r_5,, 25 24'-9" 28 E 7' 8' g'`S" -`ti" 8'-11^ 30 13'-6" 12'-7" 33 H 21 8'-7" 9'-6" 23 7'-0^ 30 H 18 17'6" 35 H 2 25 24 23,_2• 38 H 2 B g' g• 7.-7" 9' 0" 30 12'-9" jG1 32 H 8'-11" 2i 6, 1„ 9'-0" 30 . 21 1fi' 4" 19 1�'�6" 23 23'-5" 29 E 26 E ' 8'-7" 11'-10" _ 24 8' 7" Y 8'-5" H 21 15'-5" 35 H 26 21'-10" 38 }-� 29 F 9, 8'-8" 31 12'-1" 1 �'-3., 32 H 21 7'-8" 8'-6" - 31 H 19 15 8"- 34 H 24 22'-2" 37 . Fi 26 E . 8��7 24 s,_3• s,-• . 22 14'-8" 26 20'-8^ . 30 F 10 11 _ 6 2 -10" .31 H 1 2 11 ,. 31 H _ " 7 3 8'-2 H 22 1 ' 2427 21'-j 27 E 10,_ . 24 5'-11 ° --r 7" 31 13'-11" 34 - �i g'-9., 37 H . 0 F 11' 12, 5,�,_ , 32 H 20 11'-O" 22 32 H ., 22 T-0 T-9" 32 H 20 33 H 24 20'-3" 27' E 10'-3' 25 n 5'-8° 7.3„ 22 13'-4" 27 18'-11" 37 H 31 F 12' 13'. 5°-2 „'''-8^T-6" 7' 2„ 33 H . 2023 10'-7'9-10" 33 J 222b fi-8 7.6 „ gg 2 13, 33 J 2 i9 2 E 5'-6° 7' 0".. 22 2'-10^ 28 18'-2" 36 31 F 13' 14 4'-10" T-5" 6'-11" 33 H, 20 10'-2" 23 33 23 6'-5" 7'-3" 33 20 3'-3 33125,181.9" 28 E 9'-6" 25 5'-3" 6'-9" 23 12'-4" - 28 1T-6" 36 J 31FT-2" 34. H 21 9'10" 23 '2"34 ' 23 6'-3" T-0"4°'6' 34 223 2'- 0"11� 2 A141 5._1„ ." 34 .� 218 1'„ 35J232 * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS� �QRv � COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE C SELECTED BEAM. - ” ' AM.o �� C,INEE1QS�p�� • - _ THOMAS 1.°°� • CAMPBELL 'o� CA L FOOTNOTE: "SAMPLE" NOTE: IIIA " Y01.11i FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING IAPMO ER8 0105 DRAWN BY: E.N011 GATE: 4282011 TOM CAMPBELL & ASSOCIATES, INC.LATTICE SPACING TABLE LIVE LOAD = PATIO COVERS STEM AS MFG. SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGFREESTANDING ]POST 10, 20 630 Psf DURALUM PRODUCTS, INC. 1(916) REVISED BY: RANCHO CUCAMONOA CA (081) 741.2107 AND ATTACHEDHORIZ. WIND " 8288 ALPINE AVE., SACRAMENTO, CA 85828 0 q L.L: 110 MPH 80, 100 6 110 MPH 462-7021 FAX 403-1618 ssles®dumhim wm SHEET 28 OF 33 1 20# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICP PATIO'/ rOkiMI=Pr.I I 17' nQ I ase CVD D at_ 1, * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING 'SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B $ C. o-G1NEEW'114, THOMAS L CAMP B LL •n :rn VIV iL a �1 DRAWN BY: E.N. 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMWINSERT DBL. 3"x8" BEAM LATTICE POST SPACING TABLE UNE LOAD- PATIO COVER SYSTEM AS MFG. BY: OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT } I-� b o MAX.COL. FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND ATT. FREESTAND ATTACHED MAX.POST MAX.POST MAX•POST <r SPACING ON SLAB * SPACING SPACING MAX.POST SPACING SPACING SPACINGN. (SPAN) FTG. POST FTG. (SPAN) �G• POST MIN.FTG. FOR DBL. FOR 3" x 8" FTG, MIN. FTG. (SPAN) FTG. �C'' FTG' FTG. O ma AND ATTACHED 20 4 L.L. 110 MPH 0, 0HOR10 811 0 MPH (IN.) TYPE (IN.) (IN.) TYPE (IN.) 2'x6.5"x.032" BEAM (N•) I POST (IN.) (IN.) POST (SPAN) POST POST (IN.) (IN.) (IN.) F TYPE TYPE TYPE TYPE 4' 8'-11" 9'_10„ , 30 H 15 14'-6" 34 H 14 10'-2" 10-3" 31 H 17 18'-10" 36 H 18 26'-7" 40 H 21 9 -9" 17 14'-4" 16 9'-10" 10'-2" 21 26' 4" 24 4, 5' 7'-1., 9'-1" g 1 30 H 1518 12'-12'-10, 33 H 1517 9'-1 9-2" 3fl H 17 16 35 H 1 23'-10"23'-7" 39 H 2125 8'-10" g�-1•� 20 16'-8" 22 F 5' 6' 5'-11" 8'7" , 29 H . 1618 11'-10, 32 H 1518 8 -3 8 -d 29 H 1 155, 35 H 2 21'9"21, 38 �- 2 F g" 8'-1 ^ 8_3„ 21 3,, 23 6„ 25 6+ 7' 5'-1" 8'-0" 29 H 16 10'-1 32 H 16 7'-8" 7'-9" 29 H 18 14'-3" 34 H 20 20'-2" 37 H 23 F 7'-11„ 19 10'-10„ 18 7'-5" T-3" 21 14'-1•, 23 19'-11" 26 7' 8 4'-5- " 7'-5" 29 H 17 10'-3" 3 H 16 6'-9" 7'-3" 29 H 19 13'-4" 33 H 21 18'-10" 36 H 23 F 7, 5" 19 10'-2" 18 6 -7 7 -2 " " 22 13'-2" 24 18'-8" 27 8' 91 T-11„ 7' 0" 30 H 1 9-8" 31 (.� 1619 6 0 6'-10" 30 H 1 22 12'7"2' 33 H 2124 17'-9'7,-7" 36 H 2 F g, 7, p„ 20 g,-7" ----5'-10" 6,-9, 5" 27 10' T-6,. 6'-8"6.7„ 31 H 1720 9'-2" 31 H 1719 5,�„ 6" -6" 31 H 2 11 32 H 212, 18 16'-8" 35 H 2 F g,-1" 5-3 6,-� 22 11'-10" 28 10'. 11' 3'-2" 6'-4" 31 17 g'_g^ 31 J 17 4'-11" 6'-2" 31 J 20 11'-4" 32 J 22 16'-1" 35 , 24 g, 4" .� 20 8'-8" 19 4' 10" 6'-1„ 23 1' 3" 25 15'-11" 28 12' 6'-0" 32 J 1 20 8'-4" 32 J 1 20 4-6' 5-8' 32 2 23 10 32 J 2 15 35 j 2 28 F g'_3" 4'-5" S'-7" .i 10'-9„ 25 16'-3„ 12' 13' - 5'-10" 33 17 8'_p^ 33 J 17 4'-2" 5'-3" 33 20 10'-5" 33 J 22 1d�9" 34 25 F 5'-s" `� 20 7'-11" 20 4'-1" 5'-1" `� 23 10'-4" 26 14=8" 29 13' 14' - 5' 8" 33 17 7'-9" 33 J 18 3'-10" 4'-10" 33 J 21 0'-1" 33 J 23 14.-3- 34 25 F , 5,_7,. 19 7'-8" 20 3'-9„ 4'-9" 2d 10'-0" 2s 14'-1„ .i 29 14 15' - 5' 5" 34 .� 17 7'-6" 34 18 3'-7" 4'-6" 34 J 21 9'-9" 34 23 13'-9" 34 26 F 15' 5, 5" i 9 7'-5„ .) 20 3'_6^ 4=5" 24 9'-8" 26 13'-7" .� 29 * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING 'SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B $ C. o-G1NEEW'114, THOMAS L CAMP B LL •n :rn VIV iL a �1 DRAWN BY: E.N. TOM CAMPBELL $ ASSOCIATES, INC. LATTICE POST SPACING TABLE UNE LOAD- PATIO COVER SYSTEM AS MFG. BY: IAPMO ERI! 0185 DATE 428!2011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 8 30 psf DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED 20 4 L.L. 110 MPH 0, 0HOR10 811 0 MPH 95826 5288 ALPINE AVE., SACRAMENTO, CAtuahn (918) 452-7021 FAX 403-1979 sales@dtuahn.com SHEET 29 OF 33