The URL can be used to link to this page

12-0643 (PAT)4 P.O. BOX 1504 Qum& VOICE (760) 777-7012: 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING'" PERMIT Date: 6/11/12 Application Number: 12-00.000643 � Owner: Property Address: 51444 CALLErPAL-OMA NILSSEN ANNA M APN: 770-173-006- - - 51444 CALLE PALOMA Application description: PATIO COVER - RESIDENTIAL MORENO VALLEY, CA 92553 D t! Property' Zoning: LOW DENSITY RESIDENTIAL r. Applicatjon valuation: 2128 Jp N i 20q, U�! Contractor: Applicant: Architect or Engineer: VALLEY. PATIOS CITY 0 ; :AQUNIA . 37897 CHESTERFIELD STREET=lc"•�-.��sro, tit , r;•— � BERMUDA DUNES, CA.92203 _ (760)534-4634 J IPIC . r Lic. 'No 'r 93:7811 ' - - LICENSED CONTRACTOR'S DECLARATION WORKER'S COMP ENSATION.DECLARATWIN ,.fl -hereby affirmtinder-penalty of perjury that I am licensedunder.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 hev'e'and'will.maintain a certificate of'consent.to self -insure for workers' compensation, as provided - L' ense Class: 1251 C8 - : ' ense No.: -:93 Y1 -' - r _ _ Date - •'�� I ontractor" for by Section'3700 of the Labor Code, for the performance of the work for which.tliis permit is issu_ed.., Ihave and: will maintain workers' compensation insurance, as required• by Seaien 3700 of the Labor • ' .I ' - x„' - - - Code,• for the performance of the work for which this permit, is issued . My. workers compensation } • - OWNER BUILDER DECLARATION - - '' insurance carnerand policy numa ber are :. - 1 hereby affirmunderpenalty of perjury that'I am exempt from the Contractor's State License Law for the _ Carrier MARKEL -- INS:' CO” ' Policy'Number MWC0034417 - O1`� � following reason (Sec: 7031.5, Business and Professions Code:'Anycity or county that requires'a'permit to -.,I certify that, in the performance -of the work for which this permit is issued, IIshall:not employ any ' construct, alter, improve, demolish,,or repair any structure, prior to its issuance, also requires the applicant for theperson 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_ - -Division and agree that, if I should become subject to the workers' compensation:provisions ofSection License Law (Chapter�9'•(cornmencing with Secnon 7600) -of 3 of,theBusiness,and Professions Code) or 3700 of the Labor Code;l shall forthwqo comply,with th a provisions. that he or she is exempt therefrom and the basis for the alleged•exempoon. ' Any violation of Section 7031.5 by / r any applicant for a, permitsubjects the.applicant,to a civil:penalty'of not more thanfive hundred, dotlars (S5001".: •.. Date: �o 1 pplicant: , 1 _ 1. 1, as owner'of the property; or'my employees -with -wages, as their sole compensation, will do the work, and- - - the stiucture'4s not iri e4ded oroffered for'sale (Sec: 7044, Business and Professions Code'z 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 <HUNDREDTHOUSAND and who'does the work himself -or. herself through his or own employees, provided thavthi .- - DOLLARS 0100,000). IN ADDITION TO THE: COST OF COMPENSATION, DAMAGES.AS'PROVIDED FOR IN improvements aw6t intended or offeied for sale:,lf, however, the•building onimprovemenris 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 forthe purpose of sale.). - .-APPLICANT ACKNOWLEDGEMENT I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT. Application is hereby made to thebirector of Building'and Safety fora 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-ouildsror 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 Law`.). - whose benefit work is performed•urider or pursuant to any permit issued as a result of this application, I am exempt under Sec. , B.&P.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 employefor any act or omission related to the work being es • - 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 is not 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 state laws relating to building construction, and hereby authorize re entatives of is county to enter upon the above-mentioned property for i pe tion purposes. Lender's Name: ' Date 6" f ( S' ture (Applicant or Agent Lender's Address: / LQPERMIT Application Number 12-00000643 Permit- PATIO COVER PERMIT Additional desc . Permit Fee . . . . 54.00 Plan Check Fee .. 35.10 Issue Date Valuation 2128 Expiration Date . 12/08/12 . Qty Unit Charge Per Extension BASE FEE 45.00 9::OQ00 THOU. BLDG.,, -2`-001-25, 000" 9':,00. >_ Special Notes and Comments "160�''S":F. PrLUMAWOOD LP;TTICE''SHADE STRUCTURE 252010' CODES.: ----------- - - - - -- ---- - - - - -- -- - -- ------------- • Other. Fee's.BLDG STDS •ADMIN: (S13,14.13).1.00' -------- • _ • STRONG MOTION' .(SMI) . -". RES 50 - ^ 'Fee summary Charged'- Paid Credited, • Due' Permit Fee Total 54-:00 .00 60,5`4' 00� Plan`Check`_Total 35.T0. Q0 r0.0 35.10 '%. Other Fee -.Total 1.50 .0;0 :00. 1.50 Grand'` Total,, -:.9.0.-6.0.. Vo .00 90..60 j . LQPERMIT DRIVEWAY NILSSEN RESIDENCE 51444 Calle Paloma La Quinta, CA 92253 Proposed Alumawood Patio Cover ^� CITY OF LA QUINTA BUILDING & Sgrt—�, DEPT. APPROVED FOR CONSTRUCTION DATE - BY 23'-+ IS'- S Bin. # , . ' Crr of`.La Qurnta ..Bulldtng 8i: Safety Dil+i'sion . P.O. Box, 59)4, 78-495 Ca(Ie Tamptcd CA 92253 (140f777-7012 Buildrng Permit- n and TMckrng.Sheet Permit # d� Project Address: VV' Owner's Name:.. ' A. P. Number. • Address: Legal Description: ' Contractor. O OS 'City, ST, zip:. Telephone: 0 �7,o 11, fr%;5 " Address: I ekz�4S , f ;P%IectDescription: �/ O �M �j� City, ST, Zip: a4, Q ZZ 7 t c(y6 .3 .._ Telephone: � State Lic: # : City'Lic. M. Arch., Engr., Designer. Address: City., ST, Zip: Telephone: Coitstrudion Type: Occupancy: groject.type (circle one): New Add'.a ;Alter Repair Demo State Lic. #: M. Name of Contact Person: )' v : ... Sq Ft.: ,' #Stories; # Units Telephone # of Contact Person: 7bo s-?� L?: L(,6,?;,Estimated Value of Project;Z O_ APPLICANT:' DO NOT WRITE BELOW .THIS UNE, # Submittal Req'd Recd TItACICTPIG; _ PERMIT FEES Pkusets Plan Cheeksubmittea: Item ` Amount Structural Ca[es Reviewed, ready for carrecHoos `Plan Check Deposit. . Truss Cates. "Called'Contaet Persoa Plea Check -Balance _ Title 24 Cates. Plans picked up Constracdort' Flood plain plea Plans resubmitted:' Mecharilcsl Grading plan 2'! Review, ready for eorrectioristissue Electrical Subcontector List Cailed Contact Person ` Plumbing. Grant Deed P1ans'picked up MLH.O.A. Approval Plans resubmitted Grading IN iIOUSE:= Review; ready. for eorrectionsAssue Developer Impact Fee Planning Approval Called Contact Person A'.LP.P. Pub. VVb. Appr. Date of permit issue School Fees 'Total Permit Fees :' II IBM I ' ; IIINIiII _NIIII III 11 II III I � I I I I I 1 I I I � I � I Ii IIII �I NIIII II E.=— IIIIIIIIIII�N �, NIIIIIIIINII�� _ oiuuuuiiillhululilluiullu�llli�ua ._�'� (IIIIIIIIII I II,�, TI+Illluuuwnnillunllomoouun,^ - : � d�INIIIINI��IIN�IIIIINI IINIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIQNII . -..I .:.,_III .•. — I�IIIIIIIINIIIIIIII�I��I . I�IIIIIIIIIiIINIINNIIII .Ego II I �V .� y �r�...,�VIIW9111VIIVIlI�W14r�..,.::°II011:19911111111111�IIIIIIIIu� ININII .— •IINII III I II it NI IU II I � 11 NII ! I _ I - l I I I I I I � D I . I I� —_ — ; INIIIIIINIIIIII�II : �NIIINI�II��III_ - ,; = .I I I I► ouulll�lulllluullulllulllllliuullll� . _ ZSYS MF I DURALUM AUC TE—_ �r IlIINI NIIVIIIII�INIViiiIIINNIiNNIIINNIiiiNliiiNN�� 'N��NR "u IIIIIIIIIIIIIIIIINIIIIIIIN' �I�IIIIIIhINNNNNugpNiNNN�NNI� 0E4IC141 REQUIREM�ITS =� r • �• RESIDENdWLAPP- -:GBC �'� TH�MAS-I• �' CRCIIIAN� IRC APRfN PTES I. II� SII lIN1 I li �III�I�I�N SII ' � — �Il��lii IIII � liiii NIII�� - IIIIIIIIIIIIINIIII IIIIIIIIIIIIIIIIII �� I .' IiIllllllllllllllllllllllllllllllllll�lli�llll- ° � � = r. NiNliNliii� Ii�NI�N� :.• INNINIiiNNNIIIIIIIII�NIiilliiiu�I IIIIIIIIINNNINININIIN II�IIIIIII�IIIIIIIIIIIIIIIIIIIN_ _- ,I I I I II I I D IBECHAPT ��p� IBCA ti= " IIIINpllll�l t IIIIIIIIfVIIIIIIIUIIIIgIIIUIIpIIIIIII II pl' - _ � o� @' _ .� CAMPBELL RodFbvE A R Lows. CD, k0Ak D 3o P sClu FooTlll) IIII = T 1 SHE �I��p� LOADS IIII _ _ �� INI' — _— I . �lolllllll Ili�iiliiiii uu� — — _�� IiV I�IIIIIINIINIINIUI 1.....:....:,GENERAL.I9IPS.IIIIN IIIIIIIIINIINININNINIIINN — _ = ullll�ll II NIIIIIN III _CBCAN BID C:CHAPTER II II IIIIIIIIIIIIIINIIIIIIIIIIIIIIII -- 117_ , COMMERG,IALAPPL'I NN • _ 2 SOLID PANEL URES `„ MINIROOFIIILIVE A OARS 111111 IIINNN. IIIIIIIIIIIII IINII - ------ 3 OPEN LA + I I TUREgii�NINIIIIIIINN INI = _ - `— — IIIN NNNIIIIIIII ,I' . — IIIIIIIIIII III IIIIIIIIIIIIII I . — _ ,I�IIIINIIII. IIIIIIIIL -- � — - 4_ ,._PANEL SP I 8 W -PANEL C i �- •1 + ADDI770NAL DE811 MEMS=— I IIII �• Sr—PANEL SP I N wllllllllll � = _ . wpl I,I . _ III IIIIIII IIIlulllilllllllllllog091 . ININN I II ' I, IUIIININIu I — II 1. TAB I II ED SP W LOADS-. RE SASIIIIIDIIWIII ' THE IIIIIIIOFIE ° AL TO 20 OR 30—_t: VIII„ I IINII =. _ —. , II uLA _ _ NO A I a I I _ III I _ . p, NIIIIIL _ 8 ..._...PANEL FASTEN � (FAN BEAM, IININ_ . , , . _ NII 2 BASK WIND � =100 110 MPH, EXPOSU C. J �- saw'7 ....—RAFTERS pp-.. _ , _, oll,„I _ — n @I lu _ NIIII( NI = ”" IIIIIII II IIINNN II _ = h �� $- II N IQ,NIINDIOCCUP_� IF.ICA710N=AND_IMPOf� I TOR. IIIIII1N�IIINIIININININNNI IIIIIIIIIII 4; SEISINIC BASE SSS - f7 POUNDS P_ERINEAR FO� (DTH OFI G III 8 COLUMN /�Ni S INNNNIN IIIIhIIIIIIIIIIU` �AllYh\\\\�`� IIII �IIIIIIIIIIII OVER. 9 GER 0II 1u AND BRAICKETIATTACHMEf... _ 5I (SEISMIC DES( TERSE I II 10 COLUMN S LINT ANDItBV1BEDME '' I4 d 111111 - II IIIIIIIIIIIIIIIII III INI IINNI4 �IIIIII�I NIININIINNIN _—Iilllll I q,IIIIINIIIIIIIIIIIpIllllllll+ _ _. _ . IIIIIIIIIII�II IIIIIIINIIIII II IIuIIlu1MPORTANC — R,.9 — NIIIIIIIIIIII�I IIIIIIIINIIII IIIIII I� N _ 11 M TYPT~� SITE11C, CLASS7 — 12 SPLIGEIID f + LS IIINIIII I v1CDDRY: D IIIIIIIIIIIIINIIIIIIII�I JIIIIIIIIIIIIIINIII I 13 ...:..—BES, TO31� n HMENTIIINIIIIIIIIVII�NIIIII II — IIIIIIIIIIIIIIIIIIIIIIIIIII I ..IIIIIIIIIIIII�I — — ulll�lllllll�llllllllllllll II1 — IIIIIIIINIVpIgN — II — n;'T MAFpED SPEC�PONSE COEFFICIENTS. S 1.2 S, - 0.5, S�Sa 0.5 _ III 14 ICE CON�ITIO�JS fillllllllll I I Ih RESPONSE ION FACTOR ;R.1 5 III II — I - - ; I� . ...,I I IIIIL --ll d I INTI 5.. (MUM t COLUMN N I I — JIIIIIIIIIIIIIIIINIIN ..MSI �w+�l,�� C S�IIIINIIIIIIIINNI — IIIIIIIIIIIIIIIIIIIIIIIIIIIII �. 6NIV_IhEQUIVALENT FORCE PROCEDURE. illllllll�lllllllllllllllll IIINNIIIINNIIIINNNNIIII 16 &17 ...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH 7„ DES]GN ASSUMPTIONS: A, M — 18 & 19 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH AXIMUM. BUILDING HEIGHT (AVERAGE) 19 20 & 21 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH B. MINIMUM COVERSIZE: 8' BY 8' 22 & 23 ..... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH , . 24 & 25 ..... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH C. LEAST BUILDING WIDTH: 30' 28 LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MP + 1 8. ROOF BEAMS CONTINUOUS OVER ONE INTERIOR SUPPORT COLUMN ONLY SHALL BE SPLICED �+ AT THIS COM( N. BEAMS CONTINOUS OVER 2 R MORE COLUMNS D0 NOT REQW_K. _ 3 II'II 27 ....LATTICEP,QS SPACINGTABLE,,IFREESTAND DATTACHED_1.0#L.L.100M 1 (NII p I dII Illl I I 28 LATTICE R0�1 I9 NGTABLE FREESTANDINt375 ACHED 1d{_ -L -:L: 110 MPWIIIII IIN�IIIIII S L CINGNINII Illll'NNIN llil6-. II II. I+I.,I III ,,..d _—�T I I III � II� IIIIIINIIIII I IIIIININNNIN 29 LATTICE PO � ?J#CING TABLE FREESTANDING�►N ACHED 20# L.L 110 MPH I� IIINIIIIIIIIII IIINININNNNI - II II�Illllll�lu IIII E IIIIII�iIII - 30 _,-..:LATTICE PQIJPACING TABLEIIFREESTANDIyS3�ND ATTACHED 301t1.L. 110 MPi�IIIUIIIIIIIII IINIININIIIhIL Illllulllllllllll INIINIIIIN��Q rl a _ I II • - �4 - 31 SOLID POST LING TABLE,FREESTANDING ALiD ATTACHED 20# L.L. 90-110 MP QAs 32 _SOLID POS�IIBPA�INO TABLEI�F�fEESTANDINC�TTACHED.-W.C.L. 90.110 M 111111 IIIIIIIIII — _ — IIIIIIIIII II .r' I •O = — l .�INSULATE O ^ I EL CONNECTIONS IIIIIIIII�IIIII�IIIIIIIINNII' — — 33 = I�IIIIII�IIIIIIIIII I III�IIIIII� �IIIIIIIIIIIIIIIIINIIIIIIIIIIIINIIIIIIIIN' — • — = 1�IIIIIIIIII��III�II�IIIINI` � I�II�IIIIIINII�NIIIIIII�IINNIiNNI I�III��IIIIIIII��IIIIIIIIIIIIIDI lull .IIIIIIIINNI�. 3.� — _ � � — MOM _IIp — (IIIIIIIIIIIIIIIIII - —_ IIIIIIINIIIIIIII IIIIIINIIIillllllllll — _ • IIIIIIIIIIIIIIIII IIIIIIIIIINIIIINIIIII �IIIIIIIIIIIINIIIIII — — — - III, __ - - - II III,: I III, _ _ o I IIII I �I _- - - _ - _ � : � . • I I � � II I ' -(IIIIIII Illllllmimi Iulillllllh �- � '11111 I I I II — 1I�_ I II�� I III�II� �IIII� III �� LNQI III�THE L RITY ` VI G_JURISDIt� I Illi �I �IIII�II I — III III I (IIII I� III III IIII. (IIIIIII _ IIIIIIII�IIIINII _ — �NIIIIIIIIIIII IIIIIININIIII _ — IIIIIIIIIIIIIIN __ II (IIIIIII _ — _ � ,�,rilluNl�Mbb _ (Y__��--I I - � � LTF�RIIT SITE=SPECIFIC STR I RAL MPNTATED____ IiICU ___===T=_--_--I:ONrvLFOR I INCLUDE O, _LA_ IIIIIIIIII (ININII .. "" II I IIIIIgoIIIIIpIINN �-� - � _- (IIIIIII IIIIIII - BUILDINGIPERMIT MU�E�l1DE THE•F-.QLLOWINO IN � ON FROM 7wtsllllll - ' —. =_ 11111 — . IIII �ROFESSiONAL.' S I L•BE SUBMITTED THE BUILDING Eva�uATIoNREPoRT: ` - A. TITLE SFEET AND GENERAL N07ES. � ' OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS B: STRUCTURAL CONFIGURATION (i.e. SOLID OR LATTICE ROOF,fREESTANDINGOR ' =DO NOT E-XCED ALLOWABLE RQC}F—_SNOW i.OADS ACHED>•' _ — ATT ; - oupluolll„ l I pdq gllllluullllq = — DON "DOE LOADS, SITE. y1Ig1V ER AND /0R INN�NIIIIIII _ III II I _ i!� IISU ECIFIENS,1 AND THAL=CAULATIONS SHI 11111 S?ANIII?',AeLEs_—l1111 mm...... olgllllllNlll �— _ _—= = II IDI( TYPE'IUF HEA - PE &QUANTITY FO Jj,�ERERE_U ED � D I I ., IIm 1 - -- F iB /-B = E, I III gII,III L,, .Id — — — k." D RESS_ HE1 OAD,�II IP,IILRO,VIS1 G C C S �I mullll I(dll IO�ill�lfll �IIVIIUIIIuIIUIIuuIllVllu BASED ON TFIC DESIGN LOADS. h = _ - _ = EIIIAPPIROPRIATE=�TR=7 M DETAILS: - III I I (IIII ,I IIIIII dllllllll, _ _ - k08, INCLUDIN I I NOT ILIIIMI�ITIED Tri_`RAIN ON SNOW. I I' II FIJ OTHERIDOCU TI�THATMAY_=BEREQUIR IB OCALIIAITHIORITY = — —_ = - ` I III IIIIIIIIgIIIIII,:, —= —= I RCA L( LOBALANCED SNt1—_ ND SN01I1/=DRI i II I,ivuiGJURI It I �NIIIIIIIIIII�NNII�111� _ III IIIIIUIPIIIIIIIII mIIIIIIIuIUIIIIIuIIIIIIIIIIVNullll IIII IIINI�IIII� �IIININIIIIIIII�IIIIIIIIIIIIII�IIII N II�NIIINIIIIIIIL, �NIIININNNI�IIIIIIINININIINIINII — = Jim- -0 PO ERIC 0195.. III�INIIIIIINNIIIININIIINII = _ ' — . I -- �III�Ip�IjIIIIII W - pIIP111''IIII'il'NII' ' IIINI,I�INN Illlloiullluul,l;,, .- � - , I I I II I I I L I o I I � I II I I I - II � IIS, � IIIIhII . �, III II,III�h I,I,I lilll . I �Ildll�ll�l,�ll�Nlll �:on119111111!Cllllin,,.: - �" nuom 'IllIIIl,ltlllllllllllllllllllb 1 tlllllllllllllllllllllllllllllllllllllulllull = ——IR�1ol o�-r,Y,iSnnr , IM I _. °•'a!" 1 �_ - IIIII IIII VIII' ,'IIII+' � I III' ;'NIPS I IINfl,I (IIIIIII @II , NIIIIII I 1 IINII— III I ,,IIIIIII nIINII IIV - I III IIII � � , II I (IIII I�III�_.-I IIIIIII�-- I I III I I I N � I II I�IIIIINII,II�III�INIIJI I �I�IrNII II IIIIIIIINII — ��IIN��IIIhIIIIIIIII � � NI -- IIIIIIIIIIIIIINNIN ��II --- I IIIIIII _- .dullllllllllllluo„ ,antluIIIIIPIII'alum��.' �- � — .,mllllllllllllllllm_ _ .,�nldllfllllPdlll'�IOuo„• � J �' � _ IIII�IIII �Ill�lllu I DIVI h11161IIPi ullllllllllllllll Ui1° llllllllllllu�u VIII G I. 111111 11 III 1 ��Illllllul' � I I IIIIIIIIIIIIIIIIV I I, I ul III' I IIIIIII �1i1 I��I� 1111111 � 111Iy��I1lUllll�l it I I i I I III I�� I I � � SII � �� , I I,�I I I� � Illlhu l�i III I I illlll 1111 I , 1�IIIU I, Illl�llllll�llllllllllllllllh IIIIIIIIIII I �I 1111 I I I IIII ori � � ! �' � I I� � oliiVllll III�IIIft1� I I Ipi�p IIIIIIIIIIII � I ' 'VIIIII�IIIIIII I ' IID�IIIIIIIIIIIIIIIIm III I � I I IIIIIII � II I Illlllll�llo�I I��11 I �I 1 � I I�I11 II � � I I , I � I U � IIIIIIII��I��ldl�illl I � � Illdllluu � Illi dll III�II� � ou1i11111 ��III I � 11 IIIII� olio �I �IIIIT ORIZED A,U'THORIZED ��IIIII�III pI�IIVim , .�� I I � I�IIIIIp I I pllllllllll I ,III '�Illllllllllllllll pu Ill�llllllllfuiu IIIIIII �,, �� I ��II I'111111��1�III�111� � IIIA°��I1111�1�SII,I��I��III�,��III� I II Illlllllllllllm VI111�� IIIl y �I I 1�� I � II�� III � � ,I I I IIiit I11� I li I I IIIiIli � � IIIIIIIII111� 111111�� Illlll�lll��luiiulli�llum.I Il�liollI I Il I� I � I .I III _�_ IIIIIIIIIIIII A—_1 .• —� • 1111111 ` � ' I IIIIIIIIIIIII _--� IINN IIUININIIII I — . --_-- , 1111111 IIIIINII��II —_, . �_ IIININI {_ � _—_ III IIIIIIIII _ @IU 111111 I � _ DTII INIIIIIII N111 111111 � -� NIII lNlllllll I� NIII , . I I• ,I I I h n IIINIIIIIINIIIIIIIIIIN _ , �� .. IIIIIIIIIIIIIIIIIIIN �IIIIIIIIIIIIIIIIIIIII � . � .. � _ INIIIIIIINIIIIIIL. , INIINIINIIIIIIINI � ,.: � . _ . , . INIIIIIIIIIINIIIIL IIIIIIIIIIIIIIIIIIIL ... I s I . lil�llllllllllllllllllllllll�llllllllllll�lll ). • . I�IIIIIIIIII�IUIIIIIII�I�IIIIIII��IIIIIIIU=— C!��I��I��I��u��l��u��u��i�ir NIII NINIIIIIIIID MS — PATIO C --- =SYSTEM -MF '4 DU 18` DUCTS,_1NC. I N11� II � I II I Illlllluluul' _ ' II �I � it I' 'IIII!' ..: III. MINI IIIIII IIN�I NIII IIIIIIIIIIN -- __ _ �iNIIIIIIN IIIIINI�I.---I�� 6u�Nl, „ l�illliiiiiilllllliiiiiiiiNiuluii =_. 11111NIIIII�1 IIIINNIIN II�IIIIIIIIIIIII�IIINIII =_-- �_ GENERAL.IIWOTES: .,11,b`— ,— pini~ m I OVERNINGI—WI •.....I,I .. -_ t I II II II III I _ L�'lllllll,l �1111111111111111NIINIIIIIIID o -- — — - — Ilnl — k1E2009 INTER �TtAUIIDINO CODEm20091N RI�IONAL R1I — 5 L -DING &'REST 8FT1 CODES, ASCE/SEI7 05dAIt�IME! 1 al HEDESIGN7 ,LI WITH T _ I TIAL CODE0T9 6AHFORNIA Bdl — N ll@D� DESIGN LOAD' I"FOR SUILDINOS'AND'OTIi R STRtJ_CTijIts AND THE:2005 ALUMIN .MANUAL ADM 1-",05" { _ — IIIIINJIIIIIIIIIIII =DRAWING-NOT�S. ; I II (IIIIIII IIIIdIIIu l I� ,�NINNININNNIIi NI � II I �, >I I!i111111�IIIIII�IIIIIIIIIJIIIIII r 111 — U SHALL B_E_CLRCLED AND CLEARLYIDENTIFI II II II 2r_ALL ITEMS PET I I�0 EAC„HIIINSTALIATIONY E PROOF PANEL HEADER MN SIZE, ETC.j — �I — �� PI IIII 3 EACH INSTAL ALL BEARIAN IDENTIFYIfiLs TAi�DICATING THE_NAME AN SOF TIHEII+1ANLlFAGTURN LOADS AND ENCLO$ I III IIgIIIIIIIIIIIIIIIInIIIIII III�II „ ,,, I III I I �II I THE IIINIIIIIIIIIIIIINIIIII 4 TFIE DRAWING ' II ECIFIGATIONS�SHOWN RE SENT THE FINISHED STRUC � SS OTHERIWIBE TiOTEI 3TUOT INDICATE`T-HE MET I NSTR� CTIONIII p�I PERVISE "ANO D RECT _ -:QR1Z AND SHALL BE=SOLELY BLE f R ALLIICONSTRUf:fJQItMEi4NS, METHODS, TECHNI UENCES, ANO,IP„AOCEDU� . IVIIIIINIINI IIII111� —0 RA µ1 ”' III II'°.,+ pECI NS SHALL BE -KEPT AT TH AND ,fill ILL (IBE AVAILAB !N UTHORIZE"EPRESE F THE B I I 5 THE APPROV „lo . It DING AND S DRAWINGSIIIAND S — � III II _ DEPARTMEN ALLIB — — — — — — — �' = III I r EIINOII�EVIATIONh�E APPROVED P -CANS AN II ATIONS,IIWITIHOUT AN AEtB1T -- -CHANGE ORDERIIIIIuIN II II II 11111N1111111N III IIII ` B. ATTACHED AN�, ; ANDING PATdOIIICOVERS SRT BE ENCLOSED- -WITH A F SOLIDI OR III MATE dAE7�CEPT WHERE�NOTED INT NII i II T IINIII�IIIIUN�IIN�I11N11IIIl IIII _ wonl NEWCOf�Cp1wF ” 1OTINGSISHALLIBEARO TUBAL 11ND1S1_URBED, OIr„ Rni y2T9FIE„ (FILL piili,,,ii, nln q nlT4 li i 1 , , I i II Tit I — _ I I • I I I � . z - = VER MAYBE SE ° RE STING,CONCREE SLAC �D THE SLAB IS ATiILEAS€�3 - S THICK AND_IS_LOCA m S Wh H A FRosTIIDEPTL€ ll Ill`€ uul�011llll �4II &=USED I RTS ONLYIWHEN LOCATE - S WITH A FROST DEII70-DESIGN LOADSII Ibllll'B I�ATIONSIIAREIIINIPACCOR® IBC SECT OE5=1606.3im1 1111605J8!I. IIIIIIIIIIIIIINIIII�III,II�I,III�III�IuIEA WIIIIIIIIIIIIII IIIIIIIIIIIIIIII �INNIIIIIIN!IIIIIIIIIIIIIIIIIIIIIIIII�I 1;11 II I II IIII Dill Ir;, �IIIIIIINNIIIIIII _ — , . _DE$ICiN=GONBID .I IN ., uIIIIIIIIIINIIIIiIIIIiIIIIIIIIIIIIIVINiu �IININNINNIIINIININ IIINIII�INIIIIIIIIIIIIIIIIIIII � � IIINIIIIIIIIIIIIIIIIIIIIIII 'IIIINN�INIIIIIIIIIINIIINIII 1.1..MINIMUMR00 LOP OR SOLID ROOFIIpANELS V4 IN1 PER - III _ _- _ „III = MINIMUM PA I SIZE: 80;ISQUARE FEET I I IIII IIIb , Ih �� 1. I IINI11111I1111111111111 13=MINIMUM SltfTING ROOFIIOVERHANG A A CHED COVER:=60 SQUARE f°Ea )IIII III IIINIIIININIII111II1111IINII1111 _ IIINIIIIINININNNNNN IINI�IIIIIIIIIINIIIIIIIIIIIIIIN 14. COVERS ARE, DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCVSEI 7,'SECTION 6.6.7.1. 18. THE FREESTANDING AND ATTACHED SOLID AND LATTICEPATIO COVERS NOTED HEREIN.ARE DESIGNED AS "OPEN STRUCTURES"IN ACCORDANCE WITH ASCE/SEI 7, SECTION 8.5.13, EXCEPT WHERE NOTED IN THIS REPORT. 17. THE RATIO (HIP), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). ; M-6—THE RATIO (LV�) PATIO COVER LENGTH (L, FT.IDED BY THE PATIO COVER P CTION OR WIDTH (P, FT), SHALLOT BELESSTHAN ONE , —— dlll�lllllollllllllll„,,,, lll�udllii uulll aIIiII�N1 1I !ollll� IIUIIIIIII ill I I I MATERIAL SPECIFI 11111111111111111111 UPII�V@1IIIIINNIIIIIII�IIIIIIII IIIIII NNI MINI I _ — NIIIIVIIINNIII 19�8EAMS SHAL WIU ED OVER' I EIICENTER �ow OF A THREE POST N �TIC1TJ. II� II IIJII111NIINIIII - II IIIIIINIIIIIIIIIIN� IIIIII�IIIIIINNNNNINII NN IIII 20 ALTERNATE ALU'ILIINUM ALLOYSIPMAY gE SUBSTED FOR THOSE -SHOWN, PR01JU THEY ARE R„ IIIIII aIIIIIIII O IIIIII — III,�I � „,„111.11„IL. , � I. � nlllllll � � III � EG'1STERED WI HE ALUMINUM ASSOCIATION A�IIIVlIAIVE EQUAL OR'I,GREATER YEILF9 D ULTIMATE ST �IGTHS. n¶�IIIII�IIIIII,,' I 1 plllllllllll Ili,r E MINI 21 CONCRETE ,(! VE A MINIM I M 28 DAY CO SIVE STRENGTH:OF 2,500 P 1 „ PER SQUAREIINCH. I IIIIIIIIIII Ill'(. QII�Nl11111111111111te — DS PER SQUARE -FOOT' TERALSOIL BEARING _ SSUREaS 200 POUNDS-P_ER SQ I PER FOOT Of FOOTINPPPP - _ 22. DESIGN VE BEARING PRESSURE,I�O RO - — _ III E — EQUACS 100 (PER TIIABUE 1180®II2 AN _ - . '1806.3.4: I IIIIIIIIIII IIIIIIIII IIIIIII I� III1111111111IIIIIIIIIIIIIIllll1111111 VIII IIIIIIIINIIIIIIIIIIIIIIIIIIII = l =c — I I IIII 11 I I I I I I IIII I III III — _ — IIII I II II — 1 P AND CONFORM TO ASTM p E C. STAINLESS STEEL 23 EMBEDDED ST BERS SHALT B� HOT -DIPPED -GAL VANIZED, RUST=O-LEUM PAINTED OR ELECTRO L9 • �SHALL.CONF � � TM A85911 °GRIAOE 40. � ' �— I IIII � � I II IIIIIII I . '`,IIIIIIIIIIIIIIIIIIIIIIIII�gIIIIII(, ' , ..� JIIINIIIIIIINIIIII Q I Ily° I W — IIIlIIIII II IIIIINIIIIIIIIIIIIIIIIIIII�III - p -CUT PLATED WASHER I 61 I D LAG'SCREWSTARE R UIR -_O III I ; - = _24. EASTERNER M BOLTS SHA7 LIgE 20 L BOLTS SHALL.BE.AS IW I L BOLTS SHALLHAVE;,,rANDAR = — I , { _ — I N IT � — -- II lllllllllllllmio ^ ulllllllll I = BE INSTA I i�.`SD DA CEIIIIW I NIIT, ,ENA IGNSPECIFICATION. 111 1111 1 nml IIIIIII IIIIIIIIIIIUIiwillao111111111111 I�I�I III III�� _ IN I �- II CHORSICITEDIIIN THE SUCTION DOCUMENTS S II �l POWERSIIWEDGE�OLT+ T STEEL=.( IGC-E3=ESR-252 I IVIpNCRETEpIANDIIFIQRMASON�]' IINIIINNIUIIINNIN = 25 THE POST �lj II I S 411 Illlllllllllllllu' — 28 _ATL SCREWS S,' F DRILLING (SDSJ,OR SHEELIJI AL SCREWS: (SMS) IN'CONFO I A'�ICE WITH 1CGES;iESR 1976 pFrAlllli EQUAL ��`nWt1R11 11111I I �1II — 7—= TWT” UM COL4IMNIISPACING TNG ON,A'.CONCRETE,�� IISII p (TED TO USEIIWfTH RESI€TtLATIO COVERS_O Y. III P I' �JEI l�li 1 111 = _2 THE--UL�til —_ — _ �1+^P, U I _ — ! _ - _ _28. -SOLID -AND IIA ICI= MINUM PATIO COVER_E CLA8S A ROgF-ASSEMBLY 11� CrOR CE W„fTH SECTION 15 ;EXCTION 2_1- . _ �IIt pl,le ..Ip1;1111� S �N _ — -- ol,l,•, Il ICI I — NI�NNI. .28� SIMpSON S I "1i D SDS25600 SCREWS N ACCORDgNCE_WITHi( ATIONIIREPORTIIESR 2_ �-- 11N !<U II _ ,::,ulldllll IPI( I��II III I� �Ip1111111IIIIIIIIIINIIU — _: INIIIINIIIN — � • 11111 Ni�l'� IIIII�IIIIIIIIIIIIII _ _ Illlllul I— _ IIIIIIIVII, — — —TABLE 1 REDUCTION FACTOR APPLICABLE �Q�OEE�\,� A TO MULTIPLE SPAN CONDITIONS : G,qCAMPBELL .FOR ROOF PANELS i • Z ,. qg QQ —-. PEED AND EXPOSURE l IIIIIII EX'{7j II IIJ _ NIIIIIIIIIII — IIIIIII ISI (IIIIIII 11 — - — — V IIII = • _ ,... gull � • ' � 'I . 3TFY>!0 Illll l' I � Ilolu�W��illglplloll, � � _ ROOEkNE _— IIII LOAo-P_SF_ EXP. B (EXP. BI EXP C' (EXP: B _ _ I I IIIIII II' IIIIIII IIII _ I�II� NIIIIIIIIIIIIIIIIIII I - -- I V,._I II _ I = I.I�IIIIIN��iiiii��iiillliii�lli _10 _ 1:00 I II 1.00 0.89 r 0.90 .7_ _ — = I' h n�p� .I� •IIII IINII I 111 1 1111 Ili Illll Illollul: (IIII = _ _ _ , . _ _ _ WWI � .. I' I Ungm, I: _ _ u, Ilp,l LIIIhalll,,, 0 11 1.00 I J00 1,1.0011 111A06Ij 11.00 IIIIIIII�I�IINN�I�� - . — _—= dlll Nll�llllnll111111JIluaaunalunlllllll IN�I ��IIIIIIIII NIIIIII wnolll rI1111111�Nllll 0'IIIIIIIIIN�IIIIIIIIIIIIII�IIIIIIUIIIIIIIIIIIIIIBIIIIIIIIIIIIIIVIIU11 -30_ 1.00 00 I ' 1.00 II A.00 1.00 = 0 1� Illli,.�llllpl _ — = dlll I n. �.illl I 11IIIIIIIIi�„ mallli — — I ,(INP I I� 11 I Il 11IIIIIIII�IIOi,. 11111.. _ I — _ = III I = IIIN�INIOTES:' AL _ . - MPaNENTS ARE_INTER ,I L.1�, BLEUN I�E3SIOTHWwtsg-: NIIIIII I _ I I III II f I I (IIIIIIIII”Illllllllllllllllln,lllllllllll — — — — IIIN I - N III "UIIIIII I ` _CAMPBELL 8`ASSOCIAT 1 I INTI . I °IIIIII�IVE LOAD _ PATIO C,�„ R I M S IMI IIII — 11111111,. �1 — _ — E 111 (IIIIIII (IIIIIII _ �g20830p DURALU IROS.INC:IIIII U,IIIIININI . _ — I SII I I — DINE- 42 N III II - _ — — �IAPMO ER00195�„ < .•... , �ryD RESIDENTIAL STRUCTURAL ENGIN INO GENERAL NOTES.. — _ — - - Vii_ RIL WIND 8289 ALP( ENTO,iICA 9582811111.M - _1`_OF 33 IIIIIIIIIIIIII1111111(11111111�IIIIIIIIIIIIIIII _ S HO CU�ON� G IB67)1 llllllllll�lll�llllllllll��lllllllllllllllr _ �d NIIIINIIIIIIIIIIIIIIIIIIIIIINII • _ W8:110 MPHR (918 462 1518 sel 1 „• Ilpll NN , , _ � NNIII TIN.:. � INlllpll IIIIIII . , � :. � NIIIIII N . I NINIII I IN<N � . -=. INIIII SNI IIIIIII NNI III I@� _ _ �I IN . III III I II IIII _ _ II TNI Il 11N - .7W I' � � . _1 I' III III � _ • I I I I p, � .� 4 III (IIII_ � � . INIdINI��lldlld IIII ` � 1 ��IIIII I I II I JII -- II I� IIIIII VIII IN�II�I IIIIIII -.IIII III �III�IIIVIIIIINIIIhIIIIIIIINJI: _ — . TNI �� 1 (IIIIIII I IIII II � = I �� I III I N — -- �II IIIIIIIIIIIII I IIIIINIIIIIII�INIIII � IIIIIII dl � � IIIIIIIIIIIIIIIIIIIII _ NNI II I Illllllllllllllllum�.. _�—.: .allllllllllllllm".. :,�anoltlllFl.11lultiw... - ,.mnllllllllllmm.. ,�nmIIIIIIII,IValcno.. - .nalllllllllllllinw.. .,mollllilllldln'Jlmm..-' �— 111 IIl II , 11111II�IIIllll IIII(I 111I 1 I A 1 111 Ir',1 1,11,11 �111111'llll, �1:11111,m' l' I1 I, 1 a.1.d I. 111.1111 IIIulllil11111 11.11114111 I - I. 111 1'.:'1'1;:1 I I I1111 II I ..11..,11'1 I I I. 111 I .11 Il 11111111,1111 II , I, I � II. I II 11��1111111 III�I�I� 111111 11�u fI 1.J1 •. 11!, I',,,1,nll X11 11 A r I+ II I I IIIIV111111�1 I ��II�II�1 II Ill III��II i 11,111 II I'I, 1,1 ,I. III,,. 1111,11 1, ,1 I 11,111 J` I. II 1111 III, ,14 1 1 I I 11 , III 111 1 I� � � I I�i11111d1 I�Illl �11 �l�l 111111m�11 �i��lil Illi�ll u.i1 '11 ,I I I�'il1'q V ,I;,It i, I. I LI ,I ,II VII ,II „.I 111 I,i,1 I 11.11 III. a+lr I '11, I I I. , I I I I, I 1 „ 11,1 I ul IIII I I I I III 1 I IIII• 111 ,1111,1. 1 11.1 " 1.1' 1 II I 111 1 I III 11 III 1111 I I �ll�11111� Il�1�11111' III�I� �II I I�I��IIi Ijf+ � I I 111 11111111111��I �Illllu �11 111IIIII1111 .IL, 71,, 1a d ,Iqa'' Io ,1 � , IDI' II��II ,,IIIIIIll�l�llllll111111111111 � Illlll IIII., I I I :II°',� Ilo'. I. JI,!,f I'I I I 1,1, I I •I 111, � i111 n 1 ,1111111ulllinl , I I I I I II I , I 1 VII1� � I 111�� 111111 �� 1111111111o�II�II�I IIIIIJ IIIIIII111�I I�I�IIII� Ill, 111 I,;grr; I ,�I II I ii9 SII .1161 r ., �11'111 I„1,1 I 1111I.,;I1 II 111 111. 1 I I 1 ,I 1 v,111/ �i 1111 1 1V or; x111 I ., � I Ir 1.11'1111,0 I 1.11 LII III '01 I I IIII I I .IIII I I I I I 111 I I' 1 (IIII I I , , I ,1 ,.1111 111 1111 ll��i114 � 1 I II 11 SII � 11V� 1 , 1 p II Ili V��I� IIII�IIO 1�II41 11�llll� ISI 1 .I 114ulliii��411 11�11111111411VI ��11�IIII 111�I11II� I I I +I V I I + II i' l u If I�I�III II IIIIIIIIIII I I I b I I III I I I I 11111u1i1 I� I I �u1 1 uuuuiiiloui lu l Iii1111�iuiulll� 1 I� 114 pul l u , I I III II 111 l II I IIII u I II 11 111 ,11 lily II I 1 1 1 ' II � III 1ii�l I I 1 � II I ,III II I III ,III L, III 1111111 1111 I I 11 I I, 41 u� IIII I� I I I I , I I Illllllllh .III l u u p I Illll 11 III , I I I1 III III I I i I 1111IIIi I II IIIID � � Ill 1. I' 11111 1111 I Illllll,lll 1 II ,III II 111,1111111111 IIII I1 IIII IIIIIIIIIII IIIIIIIIIII, Illlll . JI IIII11,11 I IIII II II III. IIIIIII U� Irl „ 1 II 1,IIIII111,I�V, ,I,I III II III I �1�1111111�II,11 11I' II 111,1 II 111..11111111111111 �I III ,IIIIIII Il'III 11111141„�uI1111 II IIII Ili111,111 1111. 1111,,1 , III i�'� III .1111 I I 111,1 I I�III,I I>'11,1 III , III ,.,III i� 1,1111 ' 1 I I1�I 1 111 11'i� II , I L. 4 1 :U ,111' 101111 I IILI 11111 II��I II II� II I� .I. 11, �� Id,1„ IIL1 1 111 11 �� ,III I. 11 II ,III 11111+1 I ,��1� I�I � I 1I IJ ..I .11111 141 ,1u11,IIIII ,�� 11.,11 �I,I Ilyl .1111,111. �. 1.11 II, ..In Ihn.1 .1111�� II�11� IIiIU p III v x1111 ,11,,1.1111 V',, I,I 1 , VI 'n' .'111 11 o�ll 111 >) 11 I I I ��.111. � III: L„I,.I III ..1111,1 11 � �I,. 1 I •L11� I, J 'I�I,U ,111 �lr; I Illll��i,t II,I 11 II�'7,Ir: 111 �; 11',V �I�lI�i1� I�!, d1'�'lll Illll,,a,l�ll� �III�.'Irll llillll III,III� I.,II, SIU �11..�'„i,l 111 hq.;1�'I� 1111,111 IjI JIiII Pi.�l:!I III ,'.f'il4tll,�l' II 1111,11 Il,lalplu` �I II I LII�111;'.lo-' II„L'�,I 1111111��11 - - = � - E 0 o O a o oIM I I I IIIIII I III I 111 IIl h I alPllll IIIIIIIIiO I I II I 1111U41 IIIIIIIIII IIp I 114111111111111 IIII I I111111IIIQI IIIIIII I I IIII IIII1U1I11I4I�1 1111UI° Illllllllllllm IIII 11I4I1411V4I1I1IIU0I I I II� Ilpl I I � , 11111II�IIIllll IIII(I II I IIIII�I IIII I� WS1 �I illI 1111111 I��Illlllll�Dl4D4�1I1I1I11 4 11 �I 1 11 III11 11 1 1 1dl I I, , III 1 111 Ir',1 1,11,11 �111111'llll, �1:11111,m' l' I1 I, 1 a.1.d I. 111.1111 IIIulllil11111 11.11114111 11 d IIUI I, „I illillil � Io1 11, I 1 IIII 1 !111 Ills' �I',14111111I 1111.11111111 1,11111111P,1 ,;1 1,,11, 1,,1,11'1, I., I16UII f11 1 1 q., 11.111 1 11, 11 ,,1p1IIY 111111 1'^1I111111 I I'll 11111 11 6 111 ,1114 IIIP,IIIIIIIIV ILIII�111' '1111 11 �111;� 1..; L, 1.1 11411,11n11 6111.I1'�11'IIIII ''6uL11U ,, I. ,, 1 I. ,1,,,111. , 1,111 111+j111111.11bu111111h10 111,11111111111111411111111, i, 11171 IL1111Illu ,111111 �, 111,1, 11,1 .1.11.1 II.111111„p111�' 11u111G11,1d1111 11111;11111411 11 Ilp 11'1' rl C,OPYI1I I1LIII 1III.I1II .�I1 II IIII11III�I1III�III I1III 1I11I1111�1I�1 1II,1I1��'II1I1I11II1�1 II1 II1II11I14 I1I1IIIIII 1II11111I11I , I 1 I 11�1 I I1 � I1 I III.II I I 11 VII III1I' I �II11� I1�IIII � uI IIII I 11 I1I1I 1I II' III1II I1 1I(IIIIIIII II 1I I11111�11' �I. III 1 1 uII lI1 ��I1I ,1II 1I1II1„1� 1 1 mIIIl11 . 111 1 1I1I11I1111 II�1 1l 1.,1 1I 1 1 II II � IIII�C'I'IIp '1 I I,IIIIIIIII �"IlI � I I' IV'11I i4i11�I�111 l 1I 11 41 4 I 1I1II1III+I�1 �II SI11�I I1 I 1 ,+ 1II 1I1ll�.11I1I11IILI 11I1I1I1V11I,I1I1II�II1I1� IJI11,I11i.I1 1I1I1I11I11II1I1I1I 11 111 lI 1I 1l1I I1 11' �II1 111 IIIII��I1I�I 1 I I� 'I1 0.1 I . „11 1 1I, 11 I. I' 1 11 MAX. PROD. ..SEESCHEOULE LENGTH OF STRUCTURE VARIES OTE: EACH COMPONENT IS INTER- HANGEABLE WITH ANY OTHER OMPONTENT UNLESS OTHERWISE SHOWN OPEN LATTICE TYPE PATIO COVER SCALI TYPET'EANCHE SI C �*—.S Erz SHT:I6;FORMINIMUM NUMB )OF REQUIRED COLUMNS WHEN LYSING 2• X 6 112• SIDE PLATES. v�.. OPEN 14ATTiCE TYPES '4n'V(i Sj= tH19 OPEN UITTICE•TIWE STRUCTUREBM".EE PRO . Bud "�rp MAYAUDE COVERED. %////� 7, RAF r SSETABLE . �i.Sze ANDb•PACMO [POSTWITHSIDE�,41 PLATES p SEE DETAIL LENGTHOF STRUCTURE VARIES 3.1 SLAB ATTACHMENT POST WITH SIDE PLATES * , MAY BE USED WHERE rs - SEE DETAIL - s�r SEE SCHEDULE NOT 'EACHCOMPONENTISIN7ER- FOOTINO WHERE REQUIRED,' LE WITH ANYOTWER - 3 ° YwErLe 49 6EE SCHED FOR FOOTING CUBE SIZE - - /Q UNLESS OTHERWISE SHOWN. - ouiE e_ NOiE THIS OPEN LATTICE-TYPE__STFLIICTURE !( •��q MAST: ° ��A MAY _ Bt�OVERED._ s FOOTING WHE IRED. "—'� '1` SEE SCHED.F BMOC SPAN LATTICE STRUCTUiSE� o . i° E"I=" ATTACHED MULTISPAN TTIC •Rl LL •g►%� IL9Y : EN., TOM CAMPBELL 8 ASSOCIATES, INC: LIVE LOAD a PATIO COVER SYSTEM AS FG.Sr. IAPMOERH0196 ., .COMMERCIAL AND RE8IDENTIAL STRUCTURAL ENGINEERING' : ' :• DURALUM PRODUCTS, INC. RANCHO CUCAMONGA, CA J951)741-2107 , HORIL WIND8288 90,1008110 MPH ALPINE AVE.. SACRAMENTO, CA 96828NE SHEET 3 OF 33 (918)452-7021 FAX403.1519 sMos®duralum.00m 'Z• / • I. - ►- P" LENGTH OF STRUCTURE VARIES - O !�'LW,M - ®• t� . IL9Y : EN., TOM CAMPBELL 8 ASSOCIATES, INC: LIVE LOAD a PATIO COVER SYSTEM AS FG.Sr. IAPMOERH0196 2011 - rREMED'Y: .COMMERCIAL AND RE8IDENTIAL STRUCTURAL ENGINEERING' 70.20 6 30 pd DURALUM PRODUCTS, INC. RANCHO CUCAMONGA, CA J951)741-2107 , HORIL WIND8288 90,1008110 MPH ALPINE AVE.. SACRAMENTO, CA 96828NE SHEET 3 OF 33 (918)452-7021 FAX403.1519 sMos®duralum.00m 'Z• • Y,! 1. - , LENGTH OF STRUCTURE VARIES - O !�'LW,M - ®• t� . • , OST CROSBSECTi' LENGTH OF STRUCTWE VARIES -"•C SEE POST DET POSTCRR SS-SECRON, .. NOTE: EACH COMPONENT IS INTER. -MAY 3, W SLAB BE USEDc.q,�' ' r-as�• SEE POST DET CHANGEABLE WITH ANY OTHER . s TO CONSTRAIN FOOTING.SEE O 31/Y AB 6SLAB COMPONTENT UNLESS OTHERWISE SHOWN. SCHEDULE MAY MAY BE USED . NOTE; EACH COMPONENT IS INTER- TO RAIN OPEN LATTICE -TYPE PATIO COVER 'CHANGEABLE WITH ANY OTHER sir �� SCCHEDULEEE FOOTING WHERE REOUBLEO COMPONTENT UNLESS OTHERWISE SHOWN. • SCALE NTS SEE SCHED. FOR FOOTING CUBE SIZE TING W FOOTING WHERE REQUIRED REQUIFOOTI ., SEE FOR O CUBE SIZETYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE IN" FRT=FSTANn1N(; Ml ll TIRPAN I TTIC`F CTRL I� T) IRF : EN., TOM CAMPBELL 8 ASSOCIATES, INC: LIVE LOAD a PATIO COVER SYSTEM AS FG.Sr. IAPMOERH0196 2011 - rREMED'Y: .COMMERCIAL AND RE8IDENTIAL STRUCTURAL ENGINEERING' 70.20 6 30 pd DURALUM PRODUCTS, INC. RANCHO CUCAMONGA, CA J951)741-2107 , HORIL WIND8288 90,1008110 MPH ALPINE AVE.. SACRAMENTO, CA 96828NE SHEET 3 OF 33 (918)452-7021 FAX403.1519 sMos®duralum.00m ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL LIVE LOAD - SEE SCHEDULE FOR SPANS CALE; NONE : NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERIND O. 'O.H.' NOT TO EXCEED 25% DURALUM PRODUCTS, INC. I(OlS)462-702i OF SPAN SEE DETAIL FOR SPLICE RANCHO CUCAMONLiA CA (951) 7114107 HORIL WIND • 9D.100 6 110 MPH 0269 ALPINE AVE., SACRAMENTO, CA 06828 POS SEE, SQ. POSTS, SIZE VARIES FAX 4031619 salss®dwa4s".mm * SEE SHT.1S FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X B 1/2' SIDE PLATES. SOLID PANEL TYPES ANONSd�T"yOF ATTACHMENT CHANNEL "SLC NIJ 3 ALUMINUM SEE DETAILS — PR TROOF PANEL SEE FLFs EVA/FS SCHEDULE MIN. 0.25' SLOPE PER 'I Oly FOR SPANS O. 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE OPTIONAL: CANTILEVER B POsT SEE SCHEDULE FOR d SO, POSTS, SIZE VARIES SsCF/gC/ POST SPACING ,� fns, 9 tn• SLAB NT ALTERNATE ATTACHMENT SINGLE POST WHERE PERMITTED. MAY USED SEE SCHEDULE i SEE SCHEDULE MAX. HT.= IT NOTE: NO SPLICE AT THIS POST AND END BAYS. FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ORMON ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE _ SQ. POSTS, SIZE VARIES ALTERNATE: 3 1/2' SLAB SINGLE POST MAYBE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR POST SPACIN 5g OF P OTE 40 SPLICE AT THIS POST j 4D AT END BAYS. BEAM 112 x 9 STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING 3112' SLAB 28� Op s ALTERNATE: MAYATTBE USE ESD SINGLE POST WHERE PERMITTED. SEE SCHEDULE SEE SCHEDULE nOTE.O SPLICE AT THIS MAX. HT.= 12' POST AND AT END BAYS— FOOTING WHERE REQUIRED SEE SCHEDULE FOOTING CUBE SIZE NOTE: EACH C w CHANGEABLE' COMPONTENT " T'ita1 ATTACHED MULTISPAN W/CANT MIN. 0.25• SLOPE PER FT 'O.H' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SO. POSTS, SIZE VARIES - ALTERNATE: 3 1/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHEREREQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 9 N r *h Hs AS I. C)'. � wx. , rn; • 1� SEE SCHEDULE FOR P ST SPACING O•H. ?Sqb Opsp MOTE 40 SPLICE ATTHIS POST,114D AT END BAYS. NOTE: EACH COMPONENT IS INTER - 112 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TVPF "n" FRFFCTANI11AIf, hAI II TICDAAI 1A/MAAITII CL/CD noIrInKI RAWN BY; E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - PATIO COVER STEM G. BY: IAPMO ERA O1B8 JDATE: CALE; NONE : NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERIND SOLO) PANEL STRUCTURES 10, 20 8 30 ps1 DURALUM PRODUCTS, INC. I(OlS)462-702i EVISED 8Y: RANCHO CUCAMONLiA CA (951) 7114107 HORIL WIND • 9D.100 6 110 MPH 0269 ALPINE AVE., SACRAMENTO, CA 06828 SHEET 2 OF 33 FAX 4031619 salss®dwa4s".mm RAFTS PANS FOR OPIEN LATTICE COMMERCIAL & PATIOS 90/ ,NIPH EXP05URE 8 &C 2" 8.5' 4. FE A MAX • --e s• �Ci , • .. q . 41 ,9� 3.0" - 8.0• 3.2 • I !, �; TH MAS L 1 , 042' '62. �� " o: CAI PBELL.� a G, CiT71 ALUM. ALLOY 3�0044.H3 No. 37bM!� A s ' ALUALLOY 3004-H35 OR EQUAL I - 1 M. ti. "• 3 OR EQUAL YC y 0TALUM. ALLOY 3004-H38 V L •;�� i�C�SEENOTE,BEIOW. OR EQUAL . -.•• *SEE NOTE BELOW r DBL. 2 x 6 1/2" RAFTER 3 x 8" RAFTER $. Passe fl, SF IN 90 MPH x;100 MPH 1 OPJIPH L.L = "T' 90 MPH 100 MPH 1 0. PH •T" 90 MPH 100 MPH 110 MPH (- ) ( ) 6 EXP. B EXP.0 EXPW xEXP.C. ,EXP. B EXP.0 (PSF) (IN.) °� �, EXP. B EXP.0 EXP, B EXP.C: EXP. EXP.0 (PSF�'(1(4.) Dig EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 18" . 12'-2" 12'-2" 12 2- 11' 10" 11'-90" 11'-5" 18 17'x" 1T-3" 17'-3" 16,-8' 18',8• 16-1' 18" 24' 8" 23' 5" 24'-0" 22'_g^ 23.5^ 21'_1p^ 024 024 042 �24 ''9'-11" 9'-11" 9'=11 9=8"� " 9'-8" 9'-3" 24" 14'-1" 14'-1' 14'-1" 13'-7" 13'-7" 13'-2" 24" 20'-0" 19'-1" 19'-i 18' 8" 99'-1" 1.7'-10" 10 18" 98'-3 16'-3" 18'-3" 15'-9" 15'-9" 15'-2" 16" 23'-0" 23'-0" 23-0" 22'-3" 22'3" 21'-8" 1 .032 10 .032 TRIBUTARY WIDTH 24 13-3 13,3 13'-3° 12'-10" 12'-10" 12'-5" 24" . 24" 18'-9" 18'-9" 1 18'-9' 18'-2" X18'-2" 17'-0" 18 19 20 .042 18" 21'-4" 21'-4" 21'-4" 20'-8• 20'-8' 19'-11.' .042 18" 30'-2" 30'-2" 30-2" 29'3" 29-3" 28'-2" 10 24", • 17'-5" 1T-5" 17'-5" 16'-10" 16'-1 D" ' 16'-3" 24.. 24'-7" 24'-7" 24-7*, 23'-10" 23'-10" 23'-0" 7 78 024 18" g'4" gam^ V4" g-0^ 9'4" 9'-2" 2' .024 16" 13'-2" 13'-2". 13'-2" 13-2• 13-2" 13'-0" 20 7'-7" 7'-i 7'-7" 7'-T T-6" 24'- 10'-9" 10'-9", 10'-9" 10'-9" 10'3" 10'-7" 20 20 .032 16" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 12'-3" � .032• 16", 17'77" 1 T-7' 17'-7" 17'-7" 1 T-7" 1 T4" 30 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-0" 24" 14'-4" 14'-4" 14'4" 14'4• 14'-4" 14=2" .042 16" 16'-4" 16'-4" 18'-4" 18'-4" 16'4"mv-,". .042 16" 23'-1" 23'-1" 23'-1" 23'-1" 23'-1" 22'-9" 24" 13'-4" 13'-4" 13'-4" 13'4" 13'-4" 24" • 18'-10" 18'-10" .18'-10" 18'-10" 18'-10" 18'-7" 13 024 16".. - _ _ _ _ .02424" 16" 10'-10' 10'-10" 10'-10" 10'-10" 10'-10"10'-10' - - - - -24" 8'-10" ' 8'-10" 8'-10" 8'-10" 8'-10" 8'-10' .032 16" 10'-3"10-0" 10'-3" 10'-3" 10'-3' .032 16" 14'-6" 14'-6" 14-0' 14'•6" 4-8" 14'-6- 30 30 24" 8-4" 8'-4" 8'-4" 8'-4" 8'•4" 8'-4" 24" 11'-10" 11'-10" 11'-10' 11'-10" 11'-10' 11'-10" .042 16" 1 13'-5" 13'-6" 13'5" 13=5" 13'-5' 13'-5" •042 18" 19'2" 19'-0" 19'-0" .19'-0" 191-0" 19'-0" 24" 11'-0" 11'-0" 11'-0• 11'-0" 11'-0" 11'-0" 24" 15'-6" 15'-W 15'-6' 15'5• 15'5" 15'-6" TRIBUTARY WIDTH TABLE 17'-9" - CLEAR SPAN, (FT.) 17'-9" 1T-7- T-7"24" .042 24" 14'-6" O.H. 0 7 8 9 10 11 1 12W11 14'-8" 14 15 16. 17 18 19 20 21 0 3 4 4 5 5 8 87 99, 1008 110MPH 8 8 9 9 10 10 11 1' 4 5 5 6 6' 7 78 11'-11" 9 9 10 10 11 11 12 2' S 6 6 7 7 8 89 10 10 11 11 12 12 13 3' - 7 7 8 8 9 910 11 11 12 12 13 13 14 l w 10 1011 12 12 13 13 14 14 15 5' - - -- - 11 1112 13 13 14 14 1 15 1 15 16 18" 17'-9" 17'-9" 17'-9' 1r-9- 17'-9" 1T-7- T-7"24" .042 24" 14'-6" 14'-8" 14'-8" 14'-6" 14'-8" 14'-4- RANCHO CUCAMONGA, CA (951) 741.2107 HORIL WIND = 269 ALPINE AVE., SACRAMENTO, CA 96828 99, 1008 110MPH 16" 14'-7" 14'-7" 14'-7" 14'-7" 14'-7" 14'-7" .042 24" 11'-11' 11'-11" * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24' O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED. PROJECTION O.H. SPAN h TRIBUTARY TRIBUTARY= WIDTH 1 112 SPAN + O.H. l w NOTE TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BYE.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD • ATIO COVER SYSTEM S MFG. BY. IAPMO ERN 0196 oATE:4/18R011 SCALE: NONE COMMERCULL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS 10, 20830pef DURALUM PRODUCTS, INC. [916) I REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 HORIL WIND = 269 ALPINE AVE., SACRAMENTO, CA 96828 99, 1008 110MPH 482.7021 FAXd03.1819 aeiea@dureNm.cvm SHEET 7 OF33 PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C r #14 X 314- S.M.S. AT EACH VALLEY TO BEAM 24" 24" TRI= V' PAN #10 OR #14 X V4' S,M.S. AT EACH VALLEY TO BEAM * SEE NOTE BELOW 12" 12" x 3 1/2" W PANEL r#10 OR #14 X Y4- S.M.S. / AT EACH VALLEY TO BEAM * SEE NOTE BELOW �--- 8.00' 18.00- ---� 6" 18"x 2 Y2" FLAT PAN W/(2) -V'S NOTE: FASTENERS INDICATED ARE TO BE USED AT EACH SUPPORT BEAM AND HEADER USE #10 FOR 90 8100 MPH WIND Spl9k USE #14 FOR 110 MPH WIND SPEED FAN BEAM (19--0- MAX SPAN) F CEILING FAN AND/ EXIST. WALL OR LIGHT FIXTURE ( MAX. 301bs. ) EXIST SEE HEADER T=.075- TYP. 11 2 : THOM is ).s'9e CAMPED kTTACHMENT AT HANGER CHANNEL •9 FAN BEAM - " All BEAM 2 /2' SCREW #12 S.M.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HEADER FAN BEAM 014 x 3 112"S.M.S. SCREW AT BEAM IWjp- QFES�` FAN BEAM 2'/2" No. =40 * ) 0.042'x3'x8" HEADER #14 x 3 1/2" S.M.S. SCREW AT BEAM - \F IAPMO ERYo186 DRAWN BV E.N.TOM DA TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD • PA CD YS AS MF Y: SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS 10,20&60 f � DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA. CA (861)741-21- 1 FAN BEAM HORIZ. WINO = 9288 ALPINE AVE., SACRAMENTO, CA 85829 I 00.100& 110MPH (91e)4112a021 FAX4031519 selea®du hunm SHEET 6 OF 33 COLUMN / POST TYPES . & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10' r -1 --j-2-1 MAX. HEIGHT C = 10' Gt3�so i=a ae" �J 3.00°SQ. I' �J 3.00" SQ. I (�q1D SMS 3.00" SQ. �'"" I H =3'SQ.xt=.260' + 0 €i44SIDE �—�1.0_ I � I-3'SO.xt=.313` . 6.5 3. O J a4•SO.xt=.189° -' a4 R " K �'S xt=.250• .032• TYP. 048"STEEL.... = t. O` 5/8" PLASTIC PLUG `•28, O O 3.0-084.0- 3" SQ. ALUM: POST 3" SQ..ALUM PtOST, .... MAOPOST� fSQUA`RE ' WITH SIDE PLATES OD . " 311 SQ. ALUM. POST STEEL'�POST ALUM. ALLOY�3004-1436 ALUM. ALLOY.2004-1438 3 S :.STEEL` POS S AL�JM: A1:LOY 6083 -TS, ' ASTM"A506 GRADE B :,.ASTM A500'GR ti ALUM. ALLOY 3.00,".OR 0" 6083-T6 2.40" WIL&V&x iii 1 375" 7148 a HOME 59- 2 FLANGES N ER SI�v1 FOR 3/8 "MBE E . 2 118 APART .• 11' -� d •. R v•o •'. %�%111�� -0 - 75 : ��ASTM:GRADE 36.STEEI.-1.126. 12i5' �� •� THOMAS I. '.� INSTALL 1}� x 1 x' HOG ? o • . ,Q %f� WASHER PLATE AfiANCHORs s 76" BASE FLARES --: CAMPPELL ' ; -n �5r To 3 w1DE EA „:. 1.60° r T� P SIDE OF FLANGES W m5 r s. 090" TYP ' i Exp �• INSTALL x 1 x HDG : ' . OS°O.HOLE r IL WASHER"TEAT,MCCHORS i .�, FOR 110 MPH 2-.6/16'0 HOLES__ 7YP EA SIDE �hA ,' / AIUM:"T" BRACKET`y "s -STEEL IST' BRACKET 5 .. . ..>�� . . T=.060"TY \ /-- (4}SDS 26412 ALUM. ALLOY 8083-T6 "H" BRACKET 3"xf HEADER RRA(:KFT n DRAWN E,N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD-': IO OVER E A MFG. BY: IAPMO ERA 0106 DATE: 4/T8@011 2 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO COLUMN / 16;'20 8 30 pet DURALUM PRODUCTS, INC. ,. ' REVISED BY: RANCHO.CUCAMONGA. CAS (861) 74-2107 - POST TVPE9 - HORIL- WIND a '- - 6250 ALPINE AVE, SACRAMENTO, CA 05826 9O,Y006'710 MPH (B16)462-7021 FAxe09.1519 eatm®amewmwm SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H361'50" WALL FASTENERS " naval I I I SEE TABLE 900" 78 —�---- 2.740 I WALL FASTENERS Mr SEE TABLE VA O ROLLFORMED HANGER C4 nj 'R — 261' F60ALUMALLOY 63-T6 .06 " O EXTRUDED HANGER CHANNEL FASTENERS, SEE TABLE A34 FRAMING ANGLE R.F. OR EXT. HANGER SEE TABLE CHANNEL, 2X OR 3X RAFTER BRACKET. —� ALUM. PANELF OR- 3x ALUM. RAFTER CONNECTION _IL_y_IL FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV 90 SEE TABLE BELOW OVERHANG 100 (24" MAX.) 110 EXISTING EAVE CONNECTION #14 SMS ® PANEL LOCKS OR #8 SMS AT EA CONTACT T=.060" — WALL FASTENERS SEE TABLE ROOF PANEL if SMS®EA. CONTACT CONTINUOUS A• RAIL 3 (WHERE OCCURS) ALUM.ALLOY y 6083-T6 tPROVEDD 3' OR 4' ALUM.ALLOYUL. ROOF PANEL#14 6063-TBWALL CONNECTION I.R. HANGER l 1 EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC. WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 18" 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=:1. 90 A 8 8 C 0 D E E F 100 A 8 B C D D E E F 110 1 A B 8 C D D E E F 18'-W DESCRIPTION OF LAG SCREW SEE NOTE BELOW wo A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.G. MAX. 24" O.C. B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX. r� C=SDS25412 AT EACH STUD, 16" O.C. MAX. u( W D=3/8"0 x 4' LAG SCREW AT EACH STUD LL� •E=318"0 x 1 1/8" AT 16" 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" 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1 EXIST. RAFTER DRAWN BY: E.N. ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG(L) LL=10 LL=20 LL=30 2"x 4"1'-6' FULL OR 2"x 6" NOTCHED 18" O.C. 18'-8" 18'-W 14'-2" 2'-0" 14'-0" 12'-8" 9'-7" 24" O.C. 11-6' 12'-5" 11'-8" 8'-10" 2'-0" 9'4" T-4" V-7" 2"x6" FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 19'-11' 19'4" 14'-8" 2"S" FULL OR 2 S -EA. SIDE SMS EA. SIDE i-3/4" OR 1 1/2" T 2"x61/2"OR 5" MIN. 3' x S" ALUM. I RAFTER -1/4' OR 1 1/2" 1 1/4" 1.BB( No.. 4 SMS TSB AT 12" O.C. '3116" STEEL 1/4"0 HOLES,TYP. NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE TO DRAIN X FOR SPAN SEE ALLOWABLE "x10" NOTCHED 24" O.C. 2'-0" 31'-11" 31'-11" 25'-0" DECK/RAFTER SPAN TABLE IFA EXISTING WOOD STUD FRAMING SAVELENGTHNOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15pef RLL=20psf"L" 2a! OR W LEDGER EXISTING LUMBER AT OVERHANG: #20 DF•L. H 114"0 x 3-1/2" LAG SCREWSL.L.-10 psf 1 INCH MAXIMUM NOTCH AT WALL. 2 EA 7/16.0 x 3-12' LAG SCREWS L.L.-20 AND 3 of R }iFt4xt 3/a" (3}# 4x31/2' W.S. PATIO COVER THE INSTALLATION OF LAG SCREWS 8 WOOD SCREWS ARE REQUIRED T ��Au\\1\ (2" MI . PENETRATION INTO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (bit) �C,WEERuIq EXI3 I[1G WOOD_STUD) 11.1.3 AND 11.1 A, RESPECTIVELY. �` • . • .. " S�.�jR NOT ;llSE LEDGER WHERE RAFTER SPACING -- �. • • •' • '9� EXC STING STUD SPACING NOTE: BRACKET THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SD Nfp • ,A NOTE: PLACE "SIKH FLEX' OR SIMILAR MAY BE MOUNTED RTHOMAS I. •• `, E RATTACHMENr TO BE IN ACCORDANCE WITH THE LATEST ]CC -ES EVALUAT T. • / ��iiiii''"' MATERIAL BETWEEN BRACKETANo COMP. BELOW RAFTER W/ RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL ' CAMPBELL •O G SAME CONNECTIONS. _� �cr# 3i� 13 m WALL CONNECTION 3O 4O BRACKET CONNECTION DRAWN BY: E.N. . TO INC• HANGER CHANNEL LIVE LOAD • PATIO ER SYSTEM AS FG. Y: IAPMOER#0195 DATE: 4202011 SA.M.CALLE: aNE COMMERCULLAN BTgUCTURAL�,,,�gI AND BRACKET 10,20A30DO DURALUM PRODUCTS. INC. l(916)452-7021 REVISED BY: RANCH 7p4•(0��741S�j'p7 ATTACHMENTS 8 8208 ALPINE AVE., SACRAMENTO, CA 960T8SHEET FAX 403.1619 saI99litdumtam.com 9 OF 33 COLUMN / POST TYPES . & SURFACE MOU(VT AND EMBEDMENT DETAILS ALUIL T SPACKET USE WITH '-. ^' ' - :F• , ° thy,: 4 T BRACKET I POST TYPE B.C.D. OR E. 87EEL,POS (� �/ (2}# 2 SMS EA / TYPEE B.C,o E,USE 0 H oR X F C�, H, J OR PE F30R POST TYPE J 3"80. POST SIDE OF POST OR W 60' POS UB i� o Haff 1/4' M.B. THROUGH OLTS OR EQUAL a s I POST BTEEL'T'BRACKET 112 DEPTH OF ((2}1/2'0 BOLTS 16"INSERT SEE NOTES BELOW SO t2}3!B'OHILTI KWIK FOOTING OR FOR ALL OTHER (2}1/4'0 POWERS WEDGE- BOL>is OR EQUAL 12' MIN. EMBD. CONDITIONS 14 - BOLTS+ x.188' OR EQUAL, EACH 2 �; EM6EDMENT DEPTH ASTM A36 BRACKET TO SLAB. FOR KWIKBOLTS) T STEEL MINIMUM DISTANCE TO tis•. I T.O.C. EDGE OF SLAB!- 4" OR �_fir TO CRACK o 10' W ASTM A672 STEEL (1 MIN. EMBEDMENT) a ' d `1 ;• • ��+ sZ, DEI ITHI.4 _' (}t2'OM.B, i< L �� 1 tgi 3/t B• SLAB SHALL BE IN a . PCUREO CONCRETE x8' LONG, t' s .�L t� rn •• GOOD CONDITION13- FooTTNO SEE NOTE . , FROM END., ; FORSIZE OF POST FLUPTEED (BTL.) 31/2• MIN. SCHEDULE POURED - SQUARE SEE FTO. OR 4• SQ. POST (BTL) ) SCHEDULE IN BEAM INSERT M BEAM SPAN TABLE, FOOTING SPAN TA_BLE.. L_ J,EXISTINO'SLAB 6QUARE POST 61BIE ' PL.S/B'THK. 7 3' SQ. POSTS TO CONC FOOTING O INTO FOOTING: �9- 112•6. 112' WELDED STEEL BASE PLATEic NOTES:: ` BASE PLATE SCHEDULE PLATE I. 1. DO NOT USE ALUM. 'T` SIZE MAYBE USED WITH POST TYPE, SEE BHT. 9 BRACKET,WITH3XB. BEAM 9` SQ. x 5/8' B, C; D, F, d .&H ATTACHED ATTACHED ONLY- WANSERT„MAGBEAM,4!0R ALTERNATE FTG. FOOTING &ANCHOR BOLTS--' ?' I BEAMS:. FREESTANDING z. Po3r TYae a BASE PLATE ANCHOR CUBE SIZE SO. 1B' DEEP • CUBE FT'O. FOOTING SIZE. ; SINGLE POSTS INSTALL WASHER P 'AT BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) EMBED: 18” 18' SQ. 12' i BOLTS' c .'_... : 2''X -V -X 67X,' AT STEEL' T BRACKET. (4} 3/4'0 HILTI KWIK BOLT TZ STAINLESS 20` 21' SQ. 12' 23' 824' CUBE (2}12'0 3"114. , 22' 25' SQ. 18" 3. Do N TYPc F4 ' • . T 8'x9k 6/B' 3/4' EMBEDMENT DEPTH) PER I.C.C� ESW1 917 OR EQUAL 25'-30'CUBE (4}120 31/4'.. BRACKET W/T413 AM. 24' 28' SQ. 20` 26" 32F SO. 23• 31'-34'CUBE (4)-5!6.0 4 28' 3S' SQ. 26' c ~ }30' 39' SQ., 28' 3S' 3B' CUBE (4),ifA1a 43!4' ��G'N1�1�h,i 32" 43' SQ. 30` 40•-4Y CUBE(4i3i4'94,V4*-,• A : > 34• a7• so. 32•ti WAS 1. ; t�! �G�' ` ►-. NCI, 37J9 NOTES: BOLTS SHALL BE HI LTI XWIK'BOLT TZ STAINLESS. STEEL o- 36" 51'SQ. 34' �` WtT'+. 1 I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL 4 G o% ' 38' 55• SQ: 37" I ti 1 40' 80'8Q. .39'. .:. Y ° e°e • BE FOOTING Wf d• SLAB NOTES: AL.L COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED DRAWN BY: E.N. IAPMO ERB 0105 ATE' 4282011 TOM CAMPBELL & ASSOCIATES; INC. COLUMN LIVE LOAD o PATIO COVER S STEM AS MFG.. : SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING . "' SURFACE .MOUNT 10. 208 30 pf OURALUM PRODUCTS, INC. REVISED BY: ' RANCHO CUCAMONOA:CA (051) 74i=V07- ' AND EMBEDMENT HORIL WIND. 6280 ALPINE AVE., SACRAMENTO, CASEB26 90.100 8110 MPH (616)4&%7021 FAX 40&1519 eelea&ulalutRmm SHEET 10 OF 33 5 1 1 1.79" 2.57" 2.08" _r .038" R.F. GUTTER FASCIA -ALUM. O ALLOY 3004-H38 A 6.5" ROLLFORMED HEADER BEAM TYPES & ATTACHMENT DETAILS EXT, CLIP I GUTTER EXT. CLIP SPLIOCCURSE vll I I SPLICE WHOCCURSE I . 76�0-p D85' TYP. 2.r 6083-T6 LLOY I AL 08 TL6LOY �� 4.5" GUTTER O MAG. GU -116 ARN�'' SPLICE WHERE OCCURS MAG BEAM 3.00" SQ. 414"R TYP. 8° .2D" ASTM A653 GRADE 40 OE 3" SQ. STEEL BEAM Q" 01:@SSS• rp : nvmM� 1 0' a°�• CAMP2B L -n �8b7, m 3• 8.6' d. 3.0" •:�,C MAX. 2" �"� SPLICE ~ n. 3iTi4t3 �FIVIL WHERE SPLICE h •�• _i OCCURS -4" aWHERRE 042" �� •. 2 ' ° 070 t' 3 - 8.0" TYP032" . .110" \ / TYP. y � ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H38 6083-T8 6063-T8 O ALUM. ALLOY ALUM. ALLOY 3004-H38 OR EQUAL4 OR EQUAL F O4" I -BEAM 7" 1 -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAMK 3x8BEAM 3 I I� 5" 1 "MAX." 3" 8" MAX. 3" } �— 6" _L � � .375" -#--.4—.0 2" x.042" f •2 T • 14 G0. " T-0.125" 04 7.8 6 8" ASTM ASAI GRADE 50 8.656" ALUM: ALLOY 6063.78 ALUM. ALLOY 3001-H36 ALUM. ALLOY 3004-H35 OR EQUAL OR EQUAL " .375" OR EQUAL ALLOY 30D4 -H36 LLL 2.875" i'� r� •75"� ,3 x-8 BEAM W/ STL.-INSERT.' DBL. 3 x 8 BEAM O W/ DBBL3 x 8 STLEAINSERT O STEELINSERT O SPLICE/INSERT O DRAWN �' E.N' TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD PATIO COVER SYSTEM MFG. BY: IAPMO ERN 0195 SCALM NONE SCALE: NONE COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES 10, 20830 par DURALUM PRODUCTS, INC. REVISED 9Y: RANCHO CUCAMONGA, CA (961) 741-2107 HORIZ WIND • 90. 100 8110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 33 (918) 462-7021 FAX 403.1619 eelee®dumtum."om OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM, OR HARDBORD ) 2-414 x 1/2' S.M.S. EACH SIDE OF 3' SQ. POST (4•TOTALA ALTERNATE• 114'0 BOLT W/ WASHER EA. SIDE OF 3' SQ. POST .6 + D .76 I O I +� 1 2.35' 3"80. POST 2414 x 112' S.M.S. EACH SIDE OF 3' SQ. POST (MTOTALI ALTERNATE: 114'0 SOLT W/ WASHER EA. SIDE OF 3' SO. POST 3.00' 3' SQ. POST OR .240R GUTTER FASCIA MAG BEAM 3• SO. POST 3"SQ. STL. BEAM @ ALUM. -.ALLOY 3105-H25 P50" 2.. 4 y 018 ALUM. ALLOY 3105-H25 28' 3 2' " 2"x3" LATTICE TUBE P1 BEAM TO POST CONNECTION DETAILS F3" x 8" x .042" BEAM, 3" SQ. STEEL OR MAG BEAM. "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6 - #14 SDS T-0" 12 - #14 SDS FASTENER SPACING - 3/4' #14'x 12' S.M.S. TOP & BOTT. (2) -TOT. FASTENER TO FASCIA - SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE /nom OPT40NAL LATTICE TUBES `-.(4)-#14 ROOF PANEL FASTENER a 1/2' SDS ® EA. SIDE 1 12" SO., 2" SQ., o o GROUP Al. TOP & BOTT. TOT.=16 . ROLLFORMEO OR O • - EXTRUDED PUTTER 100, 20 x 2 "SMS, 2 12" @ 3" O.C. MIN.. ALUM. BRACKET X (4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER #14 S.M.S. ®12"O.C. It( FASCIA SHEET 13 OF 33 12" MIN. 2-V 'L' SEE TABLE 6.1/2"x2"x.624 vv 3" X 3" ALUM. OR STEEL POST�Q�tOf� RAFTER p�{,,.\ 5 . .... Ivi RAFTER "TAIL" TO GUTTER f` �1, XX -RAFTER H -BRACKET TO POST 4 No,3Ti)4 Vii, ° 3;125"FP , " E"p,•l,, wo 2. 5 x RAFTEIT O c:• C " TEK SCREWS OR (6) #10 x 3/4" TEK TO --BEAM "U" BRACKET - RAFTER TO BEAM 'U J t = .040" Q 6063-T6 1 12" SO., 2" SQ., PATI11 VER SYSTEM AS FG. BY: IAPMO ER4 0186 SCALE: NONE IREVISEDBY. OR 2"x3' LATTIC BEAM.To ATTACHMENT• 100, 20 x 2 "SMS, 2 12" @ 3" O.C. MIN.. OR 31/2", TYP. UP TO 6"0 "' (4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER RANCHO CUCAMONGA, CA (861) 741-2107 It( HORIZ. WIND a 80, 100 8110 MPH ��C,INEEIQ4S SHEET 13 OF 33 12" MIN. �Q,= THS AS I. vv E"p,•l,, wo • O c:• .o " TEK SCREWS OR (6) #10 x 3/4" TEK TO --BEAM "U" BRACKET - RAFTER TO BEAM DRAWN BY: E.N. .., - arta^ m r 6 TOM CAMPBELL &ASSOCIATES INC: i5 POST 90,, PATI11 VER SYSTEM AS FG. BY: IAPMO ER4 0186 SCALE: NONE IREVISEDBY. COMMERCIAL AND RE8IDENML STRUCTURAL ENGINEERING BEAM.To ATTACHMENT• 100, 20 DURALUM PRODUCTS, GNC. RANCHO CUCAMONGA, CA (861) 741-2107 HORIZ. WIND a 80, 100 8110 MPH 8288 ALPINE AVE., SACRAMENTO, CA 858, (816)452-7021 FAX 40&1518 ealeoWumt!e SHEET 13 OF 33 SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT iNEE �v11)1 3. 24" • .... R 5��44 •HOR S I. ••. VAALILEV, TY EA (BTOTA.S• II u1zS.M.S. II ;C AMP. ELL ;O TYP. THICKNESS =.036 S.38' (24 TOT TYP: THICKNVS -.0351 i q 3 : z II I ALUM. ALLOY 3004-1-136 ALUM. ALLOY OR 6003-T5 FOR EXTRUDED EXTR 36 • . •' OR 6083-T5 FOR EXTRUDED 1 I NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OU IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END 8AY NOTCHEDT FLANGE SPLICES - ROLLFORMED &EXTRUDED FASCIAS L ISEAMALIfMALLOY AS NEEDED TO CLEAR NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C.SPLICE {ONE SIDE OF WEB) MAY BE USED. (8081-T8) ALTERNATE I SO. POST,CONNECT WEB 9TL. GBEAM TO POST W/(2}i/2"0 THRU-BOLTS SA. POST BEAM TO POST CONN. SPLICE WHERE ' OCCURS 4• .070' TYP. O O ALUM. ALLOY 8063-T6 i 6• 1 4" I -SEAM T-0" MOMENT CSPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH OCCUI ALUM. ALLOY 6083-T8 T' I -BEAM No. 3 PANEL 4'x3' ALUM.'I' BM. OR 7'AC ALUM. "I' 8M. 012 METAL BACKED, NEOPRENE WASHERED TEK SCREWS (818.O.C. MAX. STAGGER IN BEAM 1/4'0 M.B. BEAM BRACKET 2- Yd 3/8M.B. THRU STL. T BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. UIPMO ERN 0186 DRAWN 8Y: E.N. 4268011 TOM CAMPBELL & ASSOCIATES, IN LNE LOAD = PATIO COVER SYSTEM AS MFG. BY: SCALE: NONE COMMERCUrL AND RESIDENTIAL STRUCTURAL ENGINEERING. BEAM SPLICE DETAILS 20 10,20 8 30 paf DURALUM PRODUCTS, INC. DU62a 1(918)462-7021 RMS REVI6ED BY: RANCHO CUCAMONOq CA (9S1) 741-2/0I' HO WIND • 90,1;100 a 110 MPH ALPINE AVE., SACRAMENTO, CA 86828 FAX 403.1610 .em SHEET 12 OF 33 'i;0#.�L L' X90 MPH.FREESTAND�&`:ATTA(`HFI� [�PFNGI�=ATTFrF�poTl:nC: t°;� 2�FnR�:I��ccN�:�Y�; �Q., sur, � ' * THE MAXJMLIM 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. WHEN SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING (;1NEE'R S�p4�i sy °THOMA8 I ® CAMPOE L % • E 3 :m FOOTNOTE: 'SAMPLE" / / .. • A, a FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 8 C. WN BY: EN. TOM CAMPBELL &ASSOCIATES, INC. LATTICE LEVE LOAD . A PATIO COVER SYSTEM AS MF . B PATIO CM 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" B AM'wANSERT DBL. 3"x8" BEAM EOE -.195 S COMMERCIAL AND RE DENTIAL STRUCTURAL ENGINEERING OR 3"x8"BEAM 'S EACH w/ A 3"x8" STL. INSERT FREESTAND ATT. FREESTAND ATT. REESTANu } PRODUCTS, INC. MAX COL MAX.POST MAX.POST FREE3TAND ATT. FREESTAND ATTACHED MAX.POST MAX•PGBT i MAX'POBT 5 0 F SPACING ,ON SLAB * SPACING SPACING MAXPosT SPACING MIN. SPACING MIN. MIN. LSPACINO MIN. SPACING MIN. MIN. (SPAN) �G ppgT FTG (SPAN) FTG POST FTG FOR DSL FOR 3' x S' FTG. MIN. FTG. (SPAN) �Tfl FTG. FTG.FTG. POST m 3 SHEET 28 OF 33 (IN.) TOPE (IN.) (IN.) POSE ON.) 2'x&8'x032' BEAM (IN.) (IN.) (IN. (SPAN)POST POST ) ON.) (IN.) (IN') 1D o 1 90 MPH TYPE TYPE TYPE TTYYPEE q' IT -O" 12'-' �-9„ 29 (� 141.6 20, 33 G i8! 14�-0' 14'-2 l 30 (7 14! 26'j0'- 8'�tl 35 1 39 2 1 19'-1„ g 3�_" 3'-6" 8 aLv■ 20 r8, 35'-1 " G 23 B 4' 5' 13'-7" 11'4" 28 G 14 17'-1 321 G 17 12'-6" 12'-8" 29 G 15 23'- 34 G 18 3y1'-1 " 37 G 21 B , 10'-11" 16 17'-1" 19 11'-11° 12'-1" 17 22'2" 21 31'-4" 24 E 5 6 11'-4 " 10'-8" 28 G 15 16'-4" 31 C7 17 11'-5" 11'-7" G 15 21'-3" 33 G 19 30'-0" 21 B , 10,-4° 17 15'-7" 2D 10'-11" 11'-0° '29 18 20-3' 22 28'-8"7 G 24 E 6 7 9'-8 " 27 (7 15 15'-2" 31 G 18 10'-7" 10'-8" 28 G 16 19'-8" 33 G 20 27'-10" 36 22 B , 9,-9„ 18 14'-5" 20 10'-1" 0' 2" 18 18=9" 22 26'-6" G 25 E 7 8'-6 ,�8 9'-8" 27 G 18 14'-2" 18 30 G 18 9'-11° 10'-0" 27 G 16 " 32 G 20 26'-0" 35 GE 3L2,-j_B , 13'-6" 21 9'-5" 9'-s° 18T-6" 23 24'-10 9' 7'-7" 9'-3" , " 9-0 27 G 18 13'-4" ° 19 30 G 19 9'-4" 9'-5° " 27 C7 17 " p16'-5" 32 G 20 24'-6" 35 G 23 E 9, 12-9 21 s'-11" 9'-0 !96-6 " , " 23 23-5 26 F 10' S-9" , " 8-8 27 (� 17 12'-8" ,_ " 19 29 (� 19 8'-10" ,_ „ 8'-11" 27 G 17 31 G 21 23'-3" 3q (� 23 E 10, 12 1 29 8 5 8'-8" , " 195-8 , " 24 22-2 26 F 28-6" 17 12'-1" 29 C7 19 B'-5" 8'-6" 28 ^ 17 15'-8" 31 G Zi 22'-2" 34 G 24 f27 , 11 22. 8.1„ 8,_2" \.7 19 4'_11 24 21'-2" F 12' 5'-8" 8,-5"8,_0„ 29 G 1 20 11,_ i 29 G 1 22 8,_i" 8'-2" 29 G ; 20 -04,4" 31 G 2124 21 `20'-3" 33 (j 24 E 12' 1'-0" 7'-9" 7 _9" 27 F 13' S'-2" 8'-1" 29 H 18 11'-1" 29 H 20 7'-9" 7'-10° 29 �..� 18 4-5" 30 H 22 20'-5" 24 E , 7'-8" 20 10'-7" 22 7'-2" 7'-8" 20 13'=9" 25 19'-5° 33 H 28 F 13 1d' 4'-10" 7'-9"7,-5' 30 H 1 10�-8�0,-2° 30 H 2 71�" 7-7" 30 H 1 3 30"� 25 9�8'-9" 33 H 2 28 E 20 23 8'-8° 7'-3" 20 13-3" F 14' 15' 4-6 " 7'-6" 31 H 18 10'-4" 31 �"� 20 8'-10" 7'-4" 31 H 18 13'-0" 31 H 22 19'-0" 32 ("� 25 E , 7,_2„ 21 9'-10. 23 6'-0° 7'-0" 20 2'-10" 25 18'-1" 28 F 15 * THE MAXJMLIM 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. WHEN SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING (;1NEE'R S�p4�i sy °THOMA8 I ® CAMPOE L % • E 3 :m FOOTNOTE: 'SAMPLE" / / .. • A, a FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 8 C. WN BY: EN. TOM CAMPBELL &ASSOCIATES, INC. LATTICE LEVE LOAD . A PATIO COVER SYSTEM AS MF . B PATIO CM EOE -.195 T.ATE: U28/l011 LE: NONE COMMERCIAL AND RE DENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 18, 20.6 paf PRODUCTS, INC. ISED BY: RANCHO CUCAMONGA, CA (951) 7414107 AND ATTACHED l HORIZVdm 80 100 8 110 MPH 48268 ALPINE AVE., SACRAMENTO, CA 951126 SHEET 28 OF 33 1D o 1 90 MPH (91 B) 452-7021 FAX 1031679 aelee®d"r"Wmmm 1 10# L.L. 100 MPH FRFFSTAmn % ATTAf-urn ncCni II A-Frir c MA-rin� 4rN e%r-a r r m ;� r. x I nt MAAIMUM COLUMN SPACING ON EXISTJNG 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 B" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" �j�INEER�s�4(�8 Z -Xp:�� rn IL • N m 1!� FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LATTICE LIVE LOAD ° PATIO COVER SYSTEM AS MFG. BY: MO ERN F DATE:/1!6201 t SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING A- 16.01. IA_L."VV ".j . Lj %X REVISED BY. 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM 8288 ALPINE AVE, SACRAMENTO, CA 65626 (816)452-7021 FAX 403.1519 seles®dumhm.00m DBL.2x6.5"x.032" OR 3"x8"BEAM BEAM 3"x8" BEAM WINS RT DBL. EACH 3"x8" BEAM A 3"X8" STL. INSERT o MAX.COL. Arr. MAXMAXPOST MAX.POST ATT. w/ •ATT. MAX.POST FREESTAND MAX.POST FREESTAND FREESTAND FREESTAND ID SPACING SPACING JFTG SPACING SPACING MAX.POST MAX POST FREE3TAND ATTACHED 5 0 ON SLAB* (SPAN) (SPAN) FTG FOR DBL. FOR 3' x 8' FTG SPACING FTG. SPACING a 3 �C'' N.SPACING POST FTG. MIN. FTG. MIN. FTG MIN. MIN. MIN. (IN.) TYPE (IN.) POST TYPE (IN.) .2-x8.S-X032' F BEAM (IN.) POST (IN.) (SPAN) (IN. ) POST (IN.) (SPAN) FTG (IN.) POST FTG. POST (IN') r - 4' 17'-0" 12'-0" 30 G 15 19'-7" 34 G 17 13'-4" 13'-10" 31 TYPE G 18 25'-5" 37 TYPE 19 36'-0" TYPE TYPE 21 , 11'-6" 16 18'-6^ 19 11'-0" x 13'-1^ 17 24'-0" G 21 3a'-0" 40 G 2a B 4 5' 13'-7" 11'-2" 30 G 15 17'-6" 17 16'-6" 33 G 18 11'-11" 12'-5" 31 G 16 22'-9" 36 G 20 32'-2" 39 G 22 B , 20 9'-10" 11'-8" 18 21'-6" 22 30'5" 25 E 5 6' 11,-4" 10'-1 ^ 29 G 16 16'-0" 18 15'-1 ^ 33 G 19 10'-10" 11'-4" 30 G 17 20'-9" 35 G 20 29'-4" 38 G 23 B , 21 9'-0" 10'-8^ is 19'-7^ 23 27'-9" 26 E 6 7 9'-B" 9,_7" 29 �+ \7 17 14'-10" 19 14'-0„ 32 G 19 10'-1" 10'-6" 29 G 17 19'-3" 34 C7 21 27'-2" 38 C7 23 B , 21 8'-4" 9'-11" 19 8'-2" 23 25'-0" 26 E 7 8' 8'-6" 9'-8"9'-2" 28 G 1719 13'-113,-1„ 31 C7 2 22 9-5" 9'-9" 29 G 1719 18'-0�,-0" 34 (� 2124 25'-24, 37 (j 24 27 B 8, 7'-9" 9,�„ 0„ E 9' 7'-7" 9,_2„ 8'-10" 28 G20 17 -A13' -T---31 12'-4- G 20 8'-10" 9'-3" 28 G 18 17'-0" 33 G 22 24'-0" 36 G 24 E 9 22 7'-4" 8'-9" 20 16'-0" 24 22' 8" 27 F 10 6'-9" 8'-10" 8'-6" 29 G J-78-2-0 12'-5" 11'-8" 31 G 20 8'-5" 8'-9" 29 G 18 16'-1" 33 G 22 22'-9" 36 G 25 E , 23 7'-0" 8'-3" 20 15'-2" 25 21'-6" 28 F 10 11' 6'-2" 8'-7°81" 30 ti 1 11 -111'-2" 30 H 2123 8'-0" 8-4'7'-11" 30 H 1821 15 32 H 23 21'8" 35 2528 E - 20 6'-8" 14' 8^ 5 ,_6„ —!:—F- 11, 12' 5'-8" 8'-3" 7'-9" 30 H 19 1 T-4" 21 30 H 21 7'-8" 8'-0" 30 fi 19 -8 32 H 23 20'-9" 35 H 26 E 10.8" 23 6'-4" T-7^ 21 13'-10" 26 19'-7" 29—!7—F—.12' 13' 5'-2" 7'-117 31 H 1 23 10'-10'0,-3" 31 H 2124 7,'S„ 7'-8" 31 H 1921 14'-131„ 32 H 2 26 191-18'-10„ 35 H 26 E -6" 8 _1" 7 -3 9 F 13' 14 4-10 " 7'-7" 7'-2" 32 H 19 10'-6" 21 32 H 21 7'-0" 7'-5" 32 H 19 -7 32 H 23 1 -3' 34 H 26 E 9'-11^ 24 5'-11" 7'-0"_. 21 12=10" 2s is -2^ 29 F 4'-6" 746'-11" 32 H 1 22 10'-1"9,_x" 32 H 2224 6'-6" 7�-2 32 H1 13 32 H 2427 18 ;- 34 H2 30 E ]14'15' 5,-8„ 61.9„'1 22 12'-5, W F x I nt MAAIMUM COLUMN SPACING ON EXISTJNG 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 B" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" �j�INEER�s�4(�8 Z -Xp:�� rn IL • N m 1!� FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LATTICE LIVE LOAD ° PATIO COVER SYSTEM AS MFG. BY: MO ERN F DATE:/1!6201 t SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20830 paf DURALUM PRODUCT'S, INC. REVISED BY. RANCHO CUCAMONGA, CA (061) 741.2107 AND ATTACHED t0 9 LL. 100 MPH HORIZ WIND 90, 100"10 MPN 8288 ALPINE AVE, SACRAMENTO, CA 65626 (816)452-7021 FAX 403.1519 seles®dumhm.00m SHEET 27 OF 33