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Home My WebLink AboutLINCOLN STREET 15195_04-00002998 Py E. Cityof Lake Elsino 114. PERMIT 130 South Main Street PERMIT NO: 04-00002998 DATE: 11/12/04 JOB ADDRESS . . . . . 15195 LINCOLN ST DESCRIPTION OF WORK PATIO OWNER CONTRACTOR STEADFAST LSA LOUIS RICHARDS 20320 SW BIRCH ST STE 300 27191 GIRARD ST NEWPORT BEACH, CA 92660 HEMET CA 92544 951-765-0726 LIC EXP 0/00/00 A.P. # . . . . . . 379-111-015 4 SQUARE FOOTAGE 379 OCCUPANCY . . . . GARAGE SQ FT 0 CONSTRUCTION FIRE SPRNKLR . VALUATION 2, 653 ZONE . . . . . . R-3 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 1 . 00 X 12 . 5000 VALUATION 12 . 50 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 80 . 50 . 00 80 . 50 OTHER FEES PLANNING REVIEW FEE 15 . 10 . 00 15 . 10 PLAN RETENTION FEE 1 . 00 . 00 1 . 00 SEISMIC GROUP R . 50 . 00 . 50 PLAN CHECK FEE 56 . 63 . 00 56 . 63 TOTAL 153 . 73 . 00 153 . 73 SPECIAL NOTES & CONDITIONS aluminum patio cover at office TkftP 11/1?/(i1 17 {2r�_ r# m: '7CITa 'JfY11 'Jtlni FP _A i1i rnN3 .l1 F4 Tl lYar� rl nfx+r• --- - R7 GtY, n<CHa K — 4r1q) -;3 'fr,m rE%tP- 11/1,21rd Nffp: lq!04cc;l City of Lake Elsinore Plew read and initial Building Safety Division 1.1 am Licensed under the provisions of Business and profnsional Code Section 7000 et=Q.end Post in conspicuous place my license is in fun form on the job 2.lAs owner ofthe property or my anployees w/wages as their sole coavparsation will do the work You must furnish PERMIT NUMBER and the and the structure is not intended or otEeted for sale. JOB ADDRESS for each respective inspection: 3.Las owns of the property am exclusively coubacting with licensed contractors to oorrstrrrd the Approved plans must be on job - project at all times: 4.1 have a cati5cate ofconsent to selfinsure or a eet6ficate of Workers Compensation insurance Inspection request(909)674-3124 ext.239 or a certified copy thereof before 5:00 P.M.on prior workday. 5.1 shall riot employ any peason in any mamma so as to become subject to workas Cor»p�ion Laws in the perforrrmnoe of the work for which this permit is issued. ote.if you aioold been®e sabjeet to Workers Compensation after making this certl5catioo, Code Approvals Date Inspector you®tat fortbwiti cow *M mei provbloss or this permit shall be deemed revolved. ELO 1 Teinlioniiy Electric service PLO1 Soul Pipe undayound EL02 Electric Conduit underground BP01 Footings BP02 steel Reinf emnent BP03 Grout BP04 slab Grade PLOI undagmund water Pipe SSOI SWOT on site sewer BPOS Floor joists BP06 Floor sheathing BP07 RoofFianting BP08 Roofsheathing BP09 shear wan&Pre-I.am PL03 Rough Plumbing EL03 Rough Electric conduit EL04 Rough Electric W ELOS Ron / T-Bar ME01 Rousb Mechanical ME02 lids,ventuarg PL04 Rough Gas Pipe/Test PL02 Roof Drains BPIO Fmniing&Flashing BP 12 insulation BP13 piywaii Nair BP II Lathing&swing PL99 Final Plumbing EL99 Final Electrical clY ME99 Final Mechanical ice' a- �7 BP99 Final Budding Code Pool&Spa Approval. Date lospeetor OTHER DIVISION RELEASES = Deputy Inspector Division Approvals required prior to the PO0l Pool sted Rein./Forms building being released for occupancy by the City Pool PM Plumbing/Pressum Test P003 Pm-ounite Date Inspector EL06 Rough Pool Electric Platuti Sub ilst Approval Landscape P004 Pool F /Gates/Alarms Finance P005 Pro-plaster AppoyalEn P009 JFinal Pod/Spa City of Lake Elsinore 130 South Main Street APPLICATION FOR APPLICATION O BUILDING PERMIT APPLICATION R CEIVED DATE //_ _Zr VALUATION CALCULATIONS BU 1st FLOOR SF 6/ 6 TRACT 1-0111JANCEL 2nd FLOOR SF NAM 3rd FLOOR SF O tolze VI6W/► p7s GARAGE SF N ADDRESS 3 2-XA 9 K I J�tzl 0 STORAGE SF R "TyE C'A hereby am IFRW under provisions (commencing DECK 3 BALCONIES SF with section 70D0)of division 3 of the business and professions code,and my C @cense is in full force and effect. OTHER: 37 9 SF O LICENSE# n �66.7 CITY BUSINESS N AND CLASS C T/AX a T WAR ' -4 c�'O�S VALUATION: R 53 A MAILING C ADDRESS >7/ �/ (j/12/d FEES T CITY STtFJZIP • P NE l BUILDING PERMIT $ R CONTRACTO SIGNATURE — 7;�se°��NAME � PLAN CHECK D R LICENSE � ;1 1/ /"G�IA�S o PLAN REVIEW C ADDRESS SEISMIC " luff Y,ftM6 7 9 L) PLAN RETENTION ❑NEW OCC GRP.I CONST. ❑ADDITION DIVISION: TYPE: ❑ALTERATION NUMBER OF NUMBER OF ❑OTHER STORIES: BEDROOMS: ❑SINGLE FAMILY ZONE: ❑APARTMENTS P.1 certify that 1 have read this application and state that the ❑CONDOMINIUMS HAZARD YES above urformation is coned 1 agree to comply with all city ❑TOWN HOMES AREA? NO and cmdy ord• and state laws rdath to bulld'org ❑COMMERCIAL SPRINKLERS YES canshudiorL and herebyaut1wrizerepresentafivesofft ❑INDUSTRIAL REQUIRED? NO 'diy to enter upon the above-mentioned property for insp• p REPAIR PROPOSED USE OF BLDG: Son purposes. ❑DEMOLISH PRESENT USE OF BLDG: JOB DESCRIPTION PT/6 e!?6& rrA c Signature of Applicant or Agent Date Agent for ❑ contractor ❑ owner ,n Agents Name Agents Address Street City State Zip � 5 o � • � W ado LU co re QrYf W � ,,,,•.tea►_ .rt xF e � Z N � `V N J w R 11/12/2084 11:21 19096746075 LAKEVIEW APARTMENTS PAGE 02 I' its Z 4 OL o o J lip of L h ,n � t ov r ro v Ale ZL *® dam 0 A JAA < � - - C'6 i uau 12 '04 10:30 1V .51�� "'� 190%?46075 PAGE.02 o � 1` a 1 1 1• ` ,A X ` oa 8 ATTACIED LATTICE PATIO COVER t WIND SPEED = 70 L 90 4 P.K TABLE A POST TYPE= FASTENERS / ANGlOR IDLY clONMECTmM TABLE C DKAAIDES 3w* x Z42' BEAN r x + INS�F_TBE#x Ca .3'547�a ;1�4 RAFTER xj RAFTER TO DEAN 2OVElHH1AH!< 24'= SPACIlNG FOQT'G SIZE SPACIING FOOT'G SIZE m �•�p�� t 14�f� y/2�' ►- VML SPEED�70 MPH VIM SP£E1�90 MPH � VD SPEE b-70 VD SPMP-W ® 3�.0�24p•�V/ C2)-i 14 �sere/� RAFTER TO BEAM RAFTER TO BEAM SLAB 1r'-8• 1/2'xD24' 13'-i' L7'-3' 39 21 2 2 - - 4 2 - - IQ'-ur 30'-Li• 24 28 2 2 - - 4 2 - - 8 B ES r .032' V/ �14 tY� 4 j,�, E EA6 LEG • O O 0 11'-C L?x024• 12'-Ur 12'-1 19 21 2 2 - - 4 3 312 Hr-1• 2V-r -5 28 Z 2 - - 4 3 3 2 1. 8 8 DOTE, POST TYPES m AND © ARE 0-TOTAL) 0-TOTAL) (4-TOTAL) 0-TOTAU US£D FOR SW COND-M!K POST TYPES �}.*1 ta-i1Q5lsS�}-Mi0S1tS 12'-O' 1R'xA24• 12'-i• 12'-6• 19 22 2 2 - - 4 3 3 2 9'-9' 29'-0' 25 29 2 2 - - 4 3 ] 2 8 6 C2}-;10SMS Aim © ARE USED FOR FOOTING 33'-0' 1/2'xA24' 12'-1' 12'-Y 19 22 2 2 - - 4 3 3 2 r-LO' 2r-1' 21 29 2 2 - - 4 3 3 2 1 B 6 �ixLl- IMEA. LEG � �, 14•-r' 1/2'=.024' Il�-9' 11'-9' 20 22 3 2 - - 3 3 3 Z r-4' Er-7• 26 29 3 2 - - 3 3 3 2 8 8 2'x 6 1/2' RAFTER TABLE B �� RAFTER 3T-O' 1/2'xA32' 11'-4• 11-4• 20 22 3 2 - - 5 3 3 2 7'-LO• 26'-B' 26 30 3 2— - S ] 3 2 8 6 L SPACING t4-TOTAL.) ellc 1i'-r' 1/2oxA32' Il'-0' 11'-1' 20 23 3 2 - - 3 3 3 2 7•-Y 2s'-1 26 30 3 2 - - 3 3 3 2 8 6 POST BASE CON ECTIEN 3 r-r �24• ,az4• Az4• Q17'-W 1/ra.03- 10-Y 10-UUY 20 23 3 2 - - 3 3 3 2 7'-0' 25'-r 26 30 3 2 - - 3 3 3 2 8 e q.-0. 424' A24' W4' WIND SPEE�70 MPH V1ND SPEED-W MPH WD �=70 SPEE�90 L/2'xA32' 9'-10' Sr-6' 20 23 3 2 - - 6 4 4 2 6'-8' 24'-7• 27 38 3 2 - - 6 4 4 2 6 8 M 17-C' 424• .024• .024• 7 QI SLJ►i OM FTG. ON SW ON FTG ON 2LA8ON OM SLAB 19'-O' 1/2'x048' 9'-5• 10'-4' 20 23 3 2 - -16 4 4 3 6'-5' 24'-4• 27 31 1312 - - 61414 3 8 8 d u,,..0. �' A24' A24' 10S7is slPsl6�14� 1QSHLS 12SHMS �''W FTG �' 9'-Q' 10'-1' 2q 23 3 2 - - i 4 4 3 6'-i' 23'-7' 27 31 3 2 - - i 4 4 3 8 6 a 12'-0' 424' R4' A32• TEKS TEKS TEKS�EOR TE)Kal A SIDE OF a TEXT TEXS� 1/2'xA24' 10'-6' 10'-10' 17 19 2 2 - - 3 2 - - 6'-r 22'-7' 21 24 2 2 - - 3 2 - - 8 8 -a 13'--0• POST OF pOTT PAST (4-TOF OT CDE 4-TOT 9•-r 1/2'xA24' 9'--r 101-7 17 19 2 2 - - 3 2 - - 6'-2' 21'-8' 21 24 212 - - 312 - - 8 8 � 14'--r A, �, �• 4-TOT.) 4-TQTJ 4-TOTJ (4-TB3T.% 3/8•/s2- 3/8'/ 3/8'/ 3/8'/ 1/2_jx6 �' \ 10'-0' 1/2'x024' r-n' 11H'-e' 17 19 2 2 - - 4 3 - - 3'-9• 20'- zz 25 212 - - 412 - - 8 8 15'-V A32' A32' A40' 1/2' 1/2• 3/2• V/ y V. VnAIL• V. V/I• 31�4' I/2'xA24' 84-4' 9-W 17 20 2 2 - - 4 3 3 2 V-3' ar-1• 22 23 2 2 - - 4 3 3 2 e 8 16'-0' A32' A40• A40' " IE1L �1b' 4'STL 4'STL 12'-0• x6 i/2'x.a32' 7'-9' 9'-4' 37 20 2 2 - - 4 3 V. 3 2 4'-ii• 19'-Y 22 23 2 2 - - 4 3 ] 2 e 6 8•-r M4• W4' A24• T. T. T. ASH'R PSTLXIALVL� ASHH'R PLT VASHVN'R PUT. b $ LT-W 1R'xA32' 7•-3• 9'-0' 17 P.0 2 e - - 4 3 3 2 4'-r 1r-9' 22 25 2 2 - - 4 3 3 2 8 8 w 4•� A24• A24• A24• a TES S TEKS #LESMS C2)-*1�1/2's032' i'-10' r-9' l0 20 3 2 - - 5 3 3 2 4'-4• Ur-3' 23 26 3 t - - S 3 3 2 e 6 d 10'-w A24' W4' A32' OF OF POST PQ1T POST 1?-r' L/2`x040' 6'�'3' B'-6' ZB Zfl 3 21- - 5 3 3 2 41-1' 17'-e' 23 26 3 2 - - 3 3 3 2 8 6 u.-0. A32' �. 4-TOTJ 4-TOT� 4-TDTJ 4-TBTTJ 16'-0' irt'xA40' 61-10 6'-3' 18 21 3 2 - - 5 3 3 2 3'-l0• 17•-3' 23 26 3 2 - - 5 3 3 2 8 8 • l,�, �, �, L4'x 3/8' 3/8'x K2)-3/rx 1/2'EHOI L/2'EMS �8'-4• 1/2'x024' 7'-3' 9'-4' 16 18 2 21- - 3 2 - - 4'-6• Lr-9' 20 23 2 2 - - 3 2 -- - 8 e J 0.-, �. 232' A40' 9'-V L/rxA24' 6'-r r-r 16 18 2 2 - - 3 2 - - 4'-2' 18'-0' 20 23 2 2 - - 3 2 8 8 T V/r T V/ T V/ T V/ 14'-0' A40• A4Q' A40• 4 V. L,ALLV GAL4V.STL GAL4V. a. 1D'-lH' i/2'xA32' i'�2' r-4• 36 18 2 2 - - 4 2 - - 3'-10' 17'-4' 20 23 2 2 - - 4 2 B 6 2'x6 L/YxA32' 3'-r 8'-V 16 18 2 2 - - 4 3 3 2 3'-7• 16'-r 20 23 2 2 - - 4 3 3 2 8 8 IN" FOOTNOTES+ ASK RT ASK PLT ASK RT.VASFL RT. L POST MAY DEAR ON CONCRETE SLAB, 32'-O' 12'xA32' 54-41 7'-9' 16 19 2 2 - - 4 3 3 2 3'-4• L6'-1' 21 24 2 2 - - 4 3 J 2 8 6 ASSEMBLY UISTRUCTIOPM SAFTY STAKE OR ABESCO ANCHOR. VOID S(]2EV2 FOR DOUGLAS FIR LARCH CNORTH) OR G S 0.6, THE PART ff THE 13'-0' 2'x6 L/2':040' 3'-0' T-6' 17 19 2 2 - - 4 3 3 2 3'-i' 13'-7' 21 24 2 2 - - 4 3 3 2 8 6 Z POST TYPES m AND ® MAY BE USED 14'-W 2 NA L/2•xA4W 4'-r 7•-T 17 19 3 2 - - 3 3 3 2 2'-U' L3'-1' 21 24 3 2 - - 5 3 3 2 8 8 AT CONCRETE SLAB, SAFETY STAR OR LEAD HOLE RECEIVING THE SHANK SHALL BE ABWT SEVEN EEGHTS THE DIAMETER ViTHIM AlESCD ANCH Ok POST TYPES 0 ANp OF THE SHANK AND THAT RECEVING THE THREADED PORTION SHALL BE ADOIIT S CRACKS Hl= PER �• POST TYPE M SHALL �s�i F- THIS T ®S�SSHAALLL BE INSERTED DIAMETER Ill M THE LEAD�HOLE BY TTUR THE ROOT KMG WIT THREAD. H A SA SCR£V- POST SMALL BE SET BACK A 3. TOTAL NDom 0"" OF 010 SHEET DRIVER OR OTHER TOOL, NOT BY DRIVING WITH A HAMM M SOAP OR OTHER 9P Q E S S;o// MINIMA ff 4' FROM EDGE OF SLA1 METAL SCREWS PER POST TO BEAM LUBRICCANT SHALL BE USED ON THE WOOD SCREWS OR IN THE LEAD HOLES TO k� S u, f 4 2r SCREW ON CONNECTION FOR DETAILS AND®. FACILITATE HELE PREVENT THREADEDAKAAM D PORTION THE SHALL HAVE A �Q A M►2{ SEE TABLE DLAMETER LENGTTH�EgUAL TO 7TO ATLE T� HELENGTHOFT E r pORTEK 4 AND ACING 24,�, THE WOOD SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING vn N W 0 21543 _ `.� �, A SCREVIIRIVEit OR OTHER 7>a. NOT BY DRIVING WITH A HAMMER SOAP OR OTHER LUBRICANT SHALL BE USED ON THE VOID SCREWS OR IN THE LEAD EXP. 30 200� S 24 HIES TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE VOID ' LA AD_ LA SCREW. D SHiT. a BEAMAI ADER GENERAL. MOTES AND SPEC77CATIMM CMl ��? B, L ALUMINUM DESIGN AND STRESSES ARE PER THE LATEST EDITION OF THE uMffT" 4J� [IF THE ALUMINUN CONSTRUCTION MANUAL. 0AL\F POST Z ALTERNATE ALUMINUM ALLOYS MAY BE THEY ARE REGISTERED WITH THE ALIMIMM ASSOCIATION AND HAVE EQUAL Qi SHT. U POST / SIDEPLATES GREATER YIELD AND ULTIMATE STRENGTHS, CTING4 T S�� 3. ALL METE SHALL HAVE A MIND" 28 DAY COMPRESSIVE STRENGTH OF 2,SOD P6'AAT FOOTING, P.&L CONCRETE SLAB SHALL HAVE 3 1/2' MINIMA TH=CsS AND SHALL BE IA �1 �� T}� ADM PLATES SEE GOLD CONDITIOi PATH VER SEE TA1 AA TYPES, L DtTAIL 4, ALL FOOTINGS SHALL BEAR ON FERN, NATURAL, UN._ LT1�D SOIL Qi CFRTIF= MINIMUM NUMBER OF POST& SHiT. u 3 ' 3. ALL STEEL MEMBER SHALL BE SOIL �DI P.S.F. - AL DIP GALVANIZED OR ELELTROPLATED MID POST SUEZ ram• CONFORM TO A.&TA A-446, GRADE C. S 6 AUMIrL11 FASTENERS SHALL DE 2024-T4. ALL O THER FASTENER BE S SHALL AT RIGHT. p, MAX. POST HEMHT GALVANIZED STEEL Ot CAUGUM PLATED. ALL BELTS SHALL CONFORM TO A&TJt A-307 AND HAVE STANDARD CUT PLATE WASHER& HOLES FOR BOLTS sHALL BE BOLT DIAMETER PLUS& 7. EXPANSION 3OLTS SHALL BE H1LTI 6KWW BOLTS KB II CAR" STEEL OR EQUAL lONALCCNC sE 3 1/2' THfG COh: SL AID, OPTIIDiALM! PER 1-GSl1 E.R. NM 4647. ALL BELTS SHALL HAVE A MINIMUM CONCRETE ILOt S. H NlAY MEN BE STRUCTURE EDGE DISTANCE IO 6 BOLT DIAR AN I 8. ADDRESS OFFT THE EMMANtF�ACTLRE�R DESI�L DS An ENCILOSABILlT.GIVING THE NAME � THIS NUMBER CROSS - SECTION PPMTTO �SLAII. % ALL YENS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED. PlOST SPACING. FOMMC DETAIL, ETC. ALL INSPECTIONAL KE�2UESTS OPEN LATTICE-TYPE PATIO COVER SCALES NTT OR COW- FOOTING. la O'EN�t7TE' PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF S01D MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL SCALEt mTS DE 13F THE S • BEAM. ETC. PER LC:SO CRITERIA 1L � TA� . SEE SHEET I.C.B.O. E.S. an -99 L.ATTIl3=-TYPE LA.-TICE PATIO COVER, AS Wrl BY, F FOX ENGINEERING INC. ATTACHED PATIO COVER im pa99-20we EVALUATION JAMES M. FOX, STRUCTURAL ENGINEERNITED DURALUME PRODUCTS, INC REPORT NO. 5580 Kx E JAMES G. FOX, CIVIL ENGINEER vtrH e4• MAX""X °�� ° S. RAYMOND AVE 1 ❑F 12 LA_- 10. 20, L 3D PSF FtLLERTON. CA 92631 9060 TELEGRAPH RD. Ix7WMEY, CA.98t44 806-L337F 2509 WIND SPEED -70 L 90 KPJt PHpEi C714) 773-4a11 SHEET ATTACHED LATTICE PATIO COVER C VDm SPEED 100 L 110 M.PJ4. ) TABLE A FASTENERS / AlL4t�t BOLT COMMMECT DIC UDES � x ; ,� ; INSUCT BEM I TABLE C 2I' MAXI" SPACDIG FOOT'G SIZE SPACUK, FUUT'G SIZE g Wm SP 100 MPH WIND SPEED�LIO MRH r VD SPE�100 2y"dG VD SP ED-110 l00 0 RJIF iER TO BEAM RAFTER TO BEAM �{ SUB W FTG ON SLAB ON FTG C2)-�tLoSms t23-014 Ca-6 Ca-*14SNS 10'-9' 2'x6 1R-xA24' 6'-3' 20'-4• 23 25 6 3 3 2 7 4 4 2 6•-3' 23'-Il 32 32 6 - 3 2 7 - 4 2 8 / 12 8 / >Z 4 �' �' 1!•-V 2'x6 1/2'x.024' 5'-9' 10'-0' 27 6 4 3 2 8 4 4 3 5'-9' 23'-]' 33 33 6 - 3 2 8 - 413 @ 112 e / 12 C4-TOTAL) C4-TOTAL) 124-V 2'x6 L/Z'xA32' 51-W 9--w 23 25 7 4 4 2 8 4 4 3 5TV 33 33 7 - 4 2 8 - 413 8 / 12 e / 12 C2?-*iDSMS C4T~4 @-1i14 ftle 13'-V 2'xi 1!2'Y.032' 5'-1' 9'-4• 25 25 7 4 4 3 9 5 5 3 5 33 33 7 - 4 3 9 - 5 3 8 / 129 / 12 EAASME V/1/8'x 1 �� V/1/@'x 1' � O 0 IL RAFTER V RAFTER xAw !4'-p' 2'xi 1/2'xA32' 4'-90 9'-1' 26 26 8 4 4 3 9 5 . 3 3 4 34 34 8 - 4 3 9 - 5 3 8 / 12 8 / 12 S.ILS: SJLS. / IICSERT, S� V gE 9 25'-W 2'xi 1/2'xA4V 4'-6' 8'-ur 26 26 8 4 4 3 10 5 5 3 4 34 34 8 - 4 3 10 - 5 - @ / - 8 / _ t4-TDTAV 1aTEC4-TOTAU 16'-0' 2x6 1/2'x"V 4'-3' W-70 26 26 9 5 5 3 10 6 6 3 49-9 34 34 9 - 5 3 10 - 3 - 8 / - 8 / - POST BASE CONIECTXN 17`-0' 2'x6 1/2'xA40' 4'-W 80-48 26 26 9 5 5 13 li 6 i 6 141 4'-tt' 19`-3' 35 35 9 - 5 9 Ilu I- 6 - 8 / - a / - f44-T[%rr ED=100 MPHESLaASMS SPEED=u0 MPH VD SPEED=IDG WD SPEED-120 2134 1/2'xA42' 3'-IV 8!'-1' 26 26 9 3 5 3 U 6 6 4 3--10' IV-.9' 35 35 9 - 5 3 u - 6 - @ / - 8 / - ON FTGB ON FM SUB POST 19'-0' 2-x6 1/2'xA42' 3'-8' 7•-L!• 27 27 10 5 5 3 12 6 6 4 3'-W 18'-4' 35 35 10 - 5 3 12 - 6 - 8 / - a / - ON FTM ON SUB ON FTSi 20'-0' 2'x6 1/2'xA42' 3'-6' 7'-e' 27 27 10 6 5 3 12 7 7 4 31-6- 17'-U- 35 35 10 - 5 3 12 - 7 - 8 / - 8 / - EKS & �4� C2)-012SMS OF OF EA.S= OF OR TE)M OR SEES 8"-0' 2'x6 L/2'xA24' 7'-3' IV-4' 23 23 5 3 312 6 3 3 2 7'-3• 22'-7' 30 30 5 - 7 2 6 - 3 2 / 12 8 / 12 EA.SIDE OF 2`x6 1/21xA24' fi-ir 10'-0' 24 24 6 3 3 P 7 4 4 2 6'-8' 21•-w 30 30 6 - 6 2 7 - 4 2 8 / i2 8 / 12 ( -TOT) tPOST-TO*JL �T x2 1 3/��8�� x2 2'xb 1/2'x.024' 6'-3' 6'-8' 24 24 6 3 3 2 7 4 4 2 6'-3' 20'-i 31 31 6 - 6 2 7 - 4 2 @ / 8 / 3/� EIS11'-9' E'x6 L2'xA24' S'-9' 9'-8' 23 25 6 4 3 2 B 4 4 3 5'-9' 20'-l' 31 31 6 - 6 2 8 - 4 3 / 12 a / 12 EMBE3 '4 TL GALV. V12'�' 2'xb 1/2'xA32' S'-5' 9'-4• 25 25 7 4 3 2 8 5 4 3 Y-5' 19'-5' 32 31 7 - 7 2 8 - 4 3 / 12 @ / 12 BANCHOR OLT. GALV. SOxU4STL 23'-Q' 2'x6 1/2'z032' 5'-1' 9'-0' 25 23 7 4 4 3 9 5 5 3 5'-1' 18'-9' 32 32 7 - 7 3 9 - 5 3 8 / 12 8 / 12 /3'xL4• VASN'R PUT. C' V' ASK PLT. VAS1H'R PIT. 14•-H)' 2'x6 1/2'xA32' 4'-9' 8'-9' 25 25 @ 4 4 3 915 5 3 4•-9' 18'-3' 32 32 8 - 8 3 9 - 5 3 / 32 8 / 12 ASK �T' 7 =3 r 2"x6 1/2'x.04V 4'-6' @'-6' 26 26 014 4 3 LO 5 15 31 4'-6' 17'-@' 32 32 8 - 6 3 10 - 5 - 8 / 1218 / 12 @ FTEKSS C2 1 �= LJ.�10 16'-0' 2'x6 1/2'xA4Q• 4'-3' 8'-3' 26 26 9 5 5 3 10 615 3 4'-3' 17'-3• 33 33 9 - 9 3 10 - 5 - / 12 8 / 12 OF C23-5/8'/ M,S 8'-0' 2'x6 L2'x.024' 7'-3' 9'-0' 22 22 5 3 3 2 6 3 3 2 Y-3' 18'-9• 28 28 5 3 3 2 6 3 3 2 8 / 8 8 / 8 J POST(4-TUT.) b �W4• C�3/4• it x1r 1i• !'-0' 2`xb L/2'sA24' 6'-8• 8'-9' 23 23 6 3 3 2 7 4 4 2 6'-8' 18'-0' 29 29 6 3 3 2 7 4 4 2 8 / 8 a / a u23-1/2'A ,� C>rC EMBED CONC- EXKL d IV-0' 2•x6 1/2'xA32' 6'-2• W-4• 23 23 6 3 3 2 7 4 42 6'-2' 17'-4' 29 29 6 3 3 2 7 4 4 2 8 / 8 8 / B Ire AIL I� � � � �_C2)-1/2' L1" 20 30 11'-0' 2'x6 V2'xA32' Y-9' 8'-0' 23 23 6. 4 3 2 8 4 4 3 Y-9' 16--8' 29 29 6 4 3 2 8 4 4 3 / 8 8 / 8 / AMCHQtL C22-W4' L T SVTL x Ir C.O C. / C 8' COWVe %lD.f2'-0' 2'x6 1/2's032' S'-4' 7-9• 23 23 7 4 3 3 8 4 4 3 Y-4• 16'-1' 30 30 7 4 4 2 8 4 4 3 8 / @ g / @-' 13'-0' 2'x6 L/2'xA40' S'-0' 7'-6' 24 24 7 4 4 3 9 5 5 3 5'-0' 15'-Y 30 30 7 - 4 3 9 - 5 3 8 / 12 8 / 12 LT GALV. EXIM A• ENBM A.B. VASK PLT. 2'x6 1/2'xA40' 4'-8' 7"-3' 24 24 @ 4 4 4 9 N 5 3 4'-4r 15'-1• 30 30 8 - 4 3 9 - TABLE FinTNaTEy 4. FOR 3' X e' X A40' BEAM V/ DOERT. USE ® FAR L.L= IO PSF, 16' MAX. PRO.JECTIIIil L POST MAY BEAR ON CONCRETE SLAB, USE w►M Fat U-=20 PSFi [3 .L.PRO:ECTI NIJ ® FOR L.L.=30 PSF1 FOR L �M OST NOTE, P TYPES M AND ® ARE I' GENERAL UTES AND SPECIFICATD7N9 2. POST TYPES m AND ® MAY HE USED 14• MAX. AriD DETAIL v/C2)- USED F>R SLAB CaNDiTIDN. PAST TYPES AT CONCRETE SLAB.POST TYPES 0 AND ® a) AND m ARE USED FOR FOOTDIG L ALLOC" DESIGN AND STRESSES ARE PER THE LATEST EDI I OF THE UNIFORM ® SW4LL SE USED AT FOOTINGS SEE S F� KA TO xEA BEAM v/�O tPO. �� BUILDING CODE AND THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION MANUAL POST TYPE SCHEDULE, THIS SHEET. DETAIL SHEET u FOR PosT BASE , 2 x 6 1/2 RAFTER TABLE H 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED 3. TOTAL t-D1vD�lJM NUMBER OF 410 SHEET L D�A�'® sHE>_r u F� PT R49:rw THICKNESS L SPACING THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR METAL SCREWS PER POST TO BEAM HEADER claw •a GREATER YIELD AND ULTIMATE STRENGTHS METALCONNE SClr! FOR DETAILS AND e'-o• 424• .024• 424• 3 ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 ® ® 91-r D24' A24• 424' P.&L CONCRETE GOOD CONDITION. SLAB SHALL HAVE 3 Ile MINIMUM THICKNESS AND SHALL BE INNUTES H 1c'-c- 424• 024• 432• 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN-DISTURBED SOIL OR CERTIFIED POST TYPES 0 AND Q ARE 1mrn a u'-v D32' .032' 432' FILL DESIGN VERTICAL SOIL BEARING PRESSURE = 1,000 P.S.F. FOR SLAM CONDITIOK POST TYPES 0 °+ 12'-v' DL• AW' , 5. ALL STEEL MEMBER SHALL HE HOT-DIP GALVANIZED Q2 ELECTROPLATED AND �pF r S S JQ^j Arta [E ARE USED FOR FwrrNG 13--� o 032• A4o'CONF�1 TO A.S.TJM. A-446, GRADE C. ES G. F CONMTMK '1 14•-p' D32' p4o• A4p' 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL HE 2 ;GALVANIZED STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO POST TYPES 151-V D41V 040• pop• �A.S.TJM. A-= AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS 16'- c' .p a Doop' A42• - L BE BELT DIAMETER PLUS 1/16' MAXIMUM. 0 T 3'Sa POST + C2)-ex 6 1/2,7. '+EXPANSION BOLTS SHALL BE HILTI KVDC BOLTS KB II CARBON STEEL OR EQUAL s NO. 21543 x .324' v/ t83-111 14 SXL a'-0• .024' W4' 4321 PER LC.B.O. E.R. NO. 4647. ALL. BOLTS SHALL HAVE A MINI14UM CONCRETE EXP. 9-30-2005 ® ?OF/ �� /2' � 9'-v Dal• .1m• 23e EDGE DISTANCE OF 6 BOLT DIAMETERS * ® -2': S.)tS d 10'-0' AM" A.92' 432' 9. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND x 4•pnsT */ t 14 ' u'-v- =21 A32• ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLDSABILITY. CML o4v' ��P © x � 2' a4o' 04c' .04c' ' 12'-c• 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, OF CAt�� t3Y� per• p 4D• . LE., PROJECT, POST SPACING, FOOTING DETAIL, ETC. IM OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID 1 14•-p' D40' 042• 042' MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL MUM NO CRMXS WITHIN 2*--6* PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER LC.B O. CRITERIA. OF POSTS SHALL BE PERMITTED. 1L FOR ALL DETAIL REFERENCES, SEE SHEET 11 OF 1P. POST SHALL BE SET BACK A MINMUM OF 4• FROM EDGE OF SLAB. I.C.B.O. E.S. � FOX ENGINEERING INC. �'''��"T''� LAMCE PATIO C2VER, AS MFG. BY. EVALUATION F ATTACHED PATIO COVER 5580 JAMES M. FOX, STRUCTURAL ENGINEER UNITED DURALUME PRODUCTS, INC. REPORT N❑. rcx E WITH 24"�'X ox 3% S. RAYN(M AVE, 2 ❑F 12 JAMES G. FOX, CIVIL ENGINEER c36a u.= 10. 20 a 30 PSF. FUTON, a 92631 '� 4-8060 TELEGRAPH RD, DOWNEY. CA.90N0 806-1337FAx927-2509 WIND SPEED -100 L u0 K.P.K PHA C714) 773-40u SHEET ATTAGMED LATTICE PATIO COVER WITH MAXI" OVERHANG C WIND SPEED - 70 L 90 M.P.H. ) TAKE A FASTENERS CONNECTION TABLE TABLE C RAFTER MAXV&N MAXINUK NOW" POSTL 0 / 1 11421JDEi ST1F RAFTER RAFTER x x W. � � WIND SPEED-70 MM'M WIND SPEED�90 MPHH VDID SPEED-1 MPH VIND SPEED-UG MPH O ��C' SPAN OVERHANG MAXIMUM _ - = vZug _WlNDz[LmflA MPH TO RAFTER TO BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM TO RAFTER la BEAM SPACING NO SLAB I I V/ SLAB NO SLAJ I W/ SLAB NO SLAB i V/ SLAB NO SLAB W/ SLAB C2?-#10SMS C2"10SMS CPJ-410SMS CM�-414SMS GD-412SMS (2)-# C2)-412SMS C2}-4 17P-!' 3'x Y•x030' Ir-9• 51-V 16'-u- 2'-2'Sax18' 18• $ x 2' i 2'-61Sax18• it $xe-en 21-4130.x1B•l IV /x2'-2. 1 2'-B'SQjdfr2 ur OX2'-61 z EA. LEG V/1 1/2'x EA. LEG V/1 VVx EA LEG EA LEG EA. LEG EA. LEG L/e' VASK 1/B• WASL V/1 L/2'x V/1 1/2•x d 21•-,2' 3'x VxA36' 13'-r' W-0' 17-6' r-4-S4'#dCr IV $ x r 2'-e'SQ.a&, i ur ow -4't 2'-6*smxw ur lx2'-3'L 2'-i0'Saxle-'18• Ax2'-6• t4-TOTAL) PLT. EA (4-TOTAL) PLT. EA. (4-TQT11L) 3'xi/4• (4-TUTAU 3•xL4' e �� LEG. LEG. WASH. PLY WASH. PLT « 24--V 3'x S'RA42' lr-9• 7--0' Ir--Y 2'-5'SOadB• le• �x2'-r L e-9'SQ.xle' IV $x2'-6•i P'-e'SQ•x19• IV J&Z-4- L 3'-V Saxle`le• Ox2•-9•I IL Z I 0-TOTAL) 0-TOTAL) C4-TOTAL) (4-TOTAL) IL a p z C2>-�tIISrtS C2HLQSKS C4rR12SMS C4>~#1237tS (4)- 2SMS r t) EA SIZE (4)-i10Sti EA SIDE EA. SIDE EA. SIDE 4) 4 EA. SIDE t4}-412SMS RAFTER OF RAFTER OF RAFTER OF RAFTER OF RAFTER 3'xe•xA3V 4'-r 15'-G' 2'-1'SO.x18-I Ir Ad*-LQ't r-4'SO.xlr L Ur 06&r-2'i 2'-2'SQJd9'i 19' j x 2' L 2'-6'SQsde'L 19• ffic2'-4.1 1 g CrT�� 0-TOTAL) (4-TOTAL) 0-TOTAL) C4-TDTM) ` 60 LP-70 3'xe'xA36' 12'-7' 3'-0' 14'-2' 2'-2'SQ dV le• / x 2- 2'-6'S�dB•1 1B• obd'-2.1 r-4-midi' le' jx2'-2'1 2'-8'S0.x1B'1 LB' Xx2'-4•t 2 p x 201-7' 3'x8'xA4' 14'-9' 5'-IV LI'-4' 20-4'SQjdfr 1 16• / x 2' 1 2'-B'SOJc18'x IV *r-4.1 2--6'SO.xlW IV b.2'-r 1 2'-1Q'3Qx18'1 IV -6.1 �~ z WW W -A RAFTER TO CO MIECTIQN VP H WIND VEED-70 MPM VV0 SPEED=90 MMPH WIND SPEED=100 MPH VIND SPEED=LW MPH ATTACHED LATTICE PATIO COVER WITH MAXI" OVERHANG C WIND SPEED = 100 L 110 MPH ) TABLE B j o L..L.= 20 LL- 30 LL.x 20 LL.= 30 L.L= 20 LL= 30 LA-= 20 LL.= 30 RAFTER MAxvaM � �RAFTER MAXIMUM POST SPACI a F WIND- IQ / 1 P.S.F. =10 / 1 z R x81 x ; PAST OVERHUNG _Inj - _ SPACINGMCI SLAB : V/ B 1 NO W/ W/ B V SLAB u� � lr-H3• 3'x e'xMV lL"_V 5`-Hr 16'-u' Z'-8'Sa2de-1 IV '-,• 1 Z'-10'SQ.xffA urAer-6.1 r-ll'SOs18'1 D8' Awr-r 1 e'-8'SQ.xle'3 it oxe--6' u t2>-5/B'! d iw--r rx Vx436' 17-2' 6'-r uy-6• r- IV /x2'-6. 1 3--0'SQ.xLea 1 it A1z'-e': 3'-1'Saxle' ur Al2'-x L 2--I0'SOxle'1 1CH' /x2--6• �� M.S TO BM. M.B. TD IR U C2}3/4'/ gi t4'-9' 3'x e•xA42' lr-4' 7-0'' 12'-5' 3'-0'Sax19' 18' /x2'-e' = 3'-�2'S0.1de' 1IV /x2'-10': 3'-3'SO.xle' 1IVA12'-4. 1 3'-0' SQacle� 8• Ac2'-9' IL - - - - t2}-3/4'/ - _ o Z M B TO M.B. TD W POST Po A H 141-B• 3'xB'x v 1('-6• 4'-Z' 15'-G' r-6'SQ.3de'1 le' A%O'-4. 1 2' wvaLxle•1 ur Ixr'w 1 r-9'SO.)de'1 1e' /xr-6.1 2-u'Sazi9.1 ur /x2--e• ► op 1r-7• 37ce•xo36' 12'-7' 51-4' IV-2' p'-e'SQade' IV Oxr-6. 1 r-10'SOJdBi1 IV /xE'-W t 2'-u'Sajde• le' /x2'-e'1 3•-1'Sa.aae' le• /x2--lir 20'-7• 3'xe'AA42' 14--9' 5'-l0' u'-4' 2-10'SQ.xl IV Act--e• 31-0'SQ.x18• I ur -A' 'Slade' g 7-ySaxle•t 3--3'Saxle• le• 0x3'-0• • xz w- ASSEMBLY J _ Q r J WOOD SCREWSa FOR DOUGLAS FIR LARCH OM.TH) OR G < L6. THE PART OF THE 1'1 LEAD HOLE RECEIVING THE SHANK SMALL HE ABOUT SEVEN EIGHTS THE DIAMETER Lai OF THE SHANK AMID THAT RECEVING THE THREADED PORTION SHALL BE ABOUTT THE ROUT OF THE THREAD. _ !O CAACfCi �' PAST TYPES WOOD SCREW SHALL INSERTED IN ITS LEAD SEVEN EIGHT$ THE DIAMETER OF THE SCREW A HOE BY TURN VLTH AA SCREV- POWHO SHALL BE R, POST TYPES m AMID ® ARE HAMMER. MAP OR OTHER MOQMUM OF 4' F BE � m OF SLAB' w NO. 21 543 FOR SLAB CONDITI 13 POST TYPES Q xx 224P°V/ C� 14l I.M.S.r SMALL DRIVER OR OTHER �'USED OM THE®�S THE LEAD HM TO E)(P. 9-30-2005 "� ARE USED FOR P07TDiG 3'Sa POST + C2)-rx 6 1/2' FACILITATE 24SERTMN AND TO PREVENT DAMAGE TO THE WOOD SCREW. 2Q'-0' MAX ® x 232' V/ CO-* 14 SA& LAG M2EAlS THE LEAD HOLE FOR THE THREADED PORTION SMALL HAVE A 1g1 PROLE rIDN * 3'SM POST + C2)-r•x 6 1/2• �lP�'_ ® x �24• V/ Q2}-4 14 S.M.S. �T� EQUAL TO 70 PERCENT IN V® FQi DOtEiLAS FIR LARCH Q�RTM A A- E 2V-W hAXD" 3'Sa POST + C2}-rx 6 L/2' AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PO��TEN. MID SPACING In x a32' ST Q21~4 14 Sxi THE WOOD SCREW SHALL BE INSERTED IN ITS LEAD HIE BY TUWM WITH OFCAL1� 24 MAX A SCREWDRIVER OR OTHER TOOL. NOT BY DRIVING WITH A HAMMER. SOAP OR FOR SIZES OF 3'Sa POSTS OTHER LUBRICANT SHALL BE USED ON THE VOOD SCREWS OR IN THE LEAD F,S Q.Lf.A LAT'tIL� DER 1 SEE TABLE FOOTNOTES BELOW. HOLES TO FACILITATE Ut&ERTMN AND TO PREVENT DAMAGE TO THE VOOD L AIL �i SHT. 11 / DEAR/HEADER SCREW. 'H�' SH u GEAERAL NOTES APO SPECIFICATIDNLSI e, L ALUMINUM DESIGN AMID STRESSES ARE PER THE LATEST E7IITI[1nt OF THE LPO-RM POST SHT. CODE ALIT THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION`MANUAL, SHT. U POST / SID£PLATES a ALTERNATE ALIMQNAIM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN. PROVIDED TT �g THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR •AAT UM FETING. GREATER YIELD AND ULTIMATE STRENGTHS FOR SIDE PLATES SEE 3 ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH O' 2=0 SST TYPES. L WTAD_ P.S.I. CONCRETE SLAB SHALL HAVE 3 1/2' MINI" THIC)c ESS AND SHALL BE IN SHT. u 3 (� SHT GOLD CONDITE N. FOR MINIMUM LENGTH OF LATTICE 4. ALL FOOTINGS SHALL HEAR ON FIRM, NATURAL UM-DISTURBED SOD_ OR CERTIFIED PATIOA.MINIMUM NUMBER OF -W FILL DESIGN VERTICAL SOD_ BEARING PRESSURE = LOW P.S.F. MAX POST HEIGHT 5. ALL STEEL MEMBER SHALL BE HHOT-DIP GALVANIZED OR ELECTROPLATED-AND PH3T SEE CO�ORM TO Tx A GRADE C �3LS:CTD7N 6 ALUMINUMIIIiUM FASFASTENERS SHALL BE 2024-T4, ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO AT RIGHT. AS.Tx A-307 AND HAVE STANDARD CUR PLATE WASHERS HOLES FOR BOLTS 3 1/2' TNC GONG 7.SHALL EXPAN A SBET BOLTS SHALL HE HD_TI KVIXXBB KB 13 CARBON STEEL OR EQUAL 9,-- Wft TABLE FI7QTTET'ES� D7t. 3 1/2' THHK GONG POSTS MAY BE ATTACHED L CONCRETE SLAB (EXISTING OR NEW) PER Ltka ER NO. 4647. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE W A& OPTIONAL * TO CONC. SLAB. �T�Y SURROUNDS NEW FOOTDa EDGE DISTANCE OF 6 BOLT DIAMETERS. PUM THIS OPEN LATTICE-TYPE STRUCTURE Z WHERE CITE SLAB DOES NOT EXIST N!. L EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVIM THE NAME AND S MAY.=BE ENCLOSED. COIL AM OF TAWS INS BE CONSTRUCTED TALLATION. AS 9. ALL ADDRESS OF FTEPERTAINING MANUFACTURER. DESIGN PART EACH PARTICULAR INSTALLATIDII� .SHALL CIRCLED. S E TTAABLE A S a POST SIZE, I.E.. PRa.ECT. POST SPACING. FOOTING DETAIL- ETC. OPEN LATTICE-TYPE PATIO COVER CROSS - SECTION m 3� z � 1 MATERIAL, D TATIO'HEE DESIGN LOADS HAVE HAAVVE NITT [PLL°��AP�PLIEDANTO TTHHEEHn HORIZONTAL SCALES KrS 0) 3'ia x .127 PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER LC.BA CRITERLIL SCALD NTS (4) 7 x 18V U,FOR ALL DETAIL REFERENCES. SEE SHEET Il OF IZ- mti -9 LATTICE-TYPE -4TME PATIO COVER, AS MFG. BY. L .0' E.S. FOX ENGINEERING INC. ATTACHED PATIO COVER Jam No.99-20618 EVALUATION F UNITED DURALUME PRODUCTS, INC. REPORT NO. 5580 E JAMES M. FOX. STRUCTURAL. ENGINEER LWITH.L= MAIL 3 350 S RAYMOND AVE. 3 OF 12 JAMES "G. FOX, CIVIL ENGINEER Cs6a u.= 20 a 3o P.S.F. FULLESRTON, CA 926M 8060 TELEGRAPH RD DOVNEY, CA.ICNO 8D6-1337FAXYW-7-2509 WIND SPEED ■70 L 90 MPH PHONE C714) 773-40U SHEET 1"REESTANDING LATTICE PATIO COVER C WIND SPEED = 70 L 90 MP.R TABLE A MAX PRELEICTIar � = MQTEs MAXIMUM POST HEIGHT-4R'-r PAXIM M Purr HEIGHT-IV-0' MAXIMUM POST HEMN T-r-7' IMA)CD41N POST ►EM14T-u'-C' 70 K P. H. 90 K P. K 70 K P. K 90 K P. K S 70 K P. K 90 K P. K 70 K P. K 90 K P. K TO CIM SL ATAACCIH m V/ SLAT NO SL�q V/ SLAB NO SLAM V/ SLAM NO SLAB V/ SLA31 NO SLAB �' V/ SLAB NO SLAB V/ SLAB NO SLAB V/ SLAB NO SLAG V/ SLAB NO SLAB LATTl=m OL COS FuanNr. LIVE LOAD 10 PSF. LIVE LOAD = W PSF- 9-W 14'-V IVAke''4'1 , urjse ', •, 5.-.r 31'-u' urJ)4,3Q'1 1 1rtSCRl6'1 41'Ot1r 1 P-r a 1•-r NAIL RAFTER SPAR G-V 13'-r M&24'1 VW, 107'f 307x1r 1 6-V 30'-10' 1B%932'1 f I&"'f 41-Odr 1 HEI04T r-r W-3' 1r�Se24's s 10-JAdW s 3Q'JkW s 71-W 2r-4. tl%LAr 1 1 Ur%a •s 40%dr f 3 1/2' CQC Sr U-J' 1rB624 s s 1M•tSnw s 29'BV1a. , M..-0- 23'-r unk3 ' s s 1M'tSCi4.1 38-AF r 1 SLAM V-r W-Ur UP224'1 1 10-Akft'1 29'Jldr, 9'-r 24'-3' LMjC.NO' f f 18lk34'f 37d s 17-4' Ir-4' 111%24'1 1 19"'f 20'j&dr 1 UY-V 23'-r lrfuw 1 r 1 19'A ar f 37'jsdr s u'-r 9'-IV lrhg4'1 Iwiser 1 1M'BS26'f 24—'1 u'-4R' 2r-r 1rAor s r 1 IrJ%W 1 36151W 1 CROSS - SECTION �+ECTD?N. SEE TABLE F. 12'-I- Y-0- 1rX - 's 1 rA00'f =Wr 1 12'--0• 21'-3' LrlO 's 'A1d8' 1 1M'IRSL�r 1 36'lsdr s SINGLE SPAN SCALD Nls 13'�' r-r 19%ev 11 f 30'BSdr 1 13'-Q' PO'-r 1M'Axi'r i '1sd@' 1 1695C4P'1 35idr 1 MAX. Pii Lfi3CrlON 14'-.r r-r tome .1i uriwr s awdr 1 14'-.r iv-4r UrAmer 1 1 MrASGr 1 35A d4.=-r r-r mmSd'_6'1 s 1B- dQ'f 3P-Jbdr s L7'-4r 19•-r lM%p6•s s 19%W s 33•%dr s NLTI-SPA NLLTI-SPAN 16'-.V r-Ir fromm-, , 1B'J W f 32-AS"1 1b'-4' lr-6- 1 1 3rJ5dr1 1625W, 34%dr 1 17--r 7'-U' uR'jir26'1 W915dr f IBOA13L"f 32*~ 1 17*-0' lr-0' 1 1 1r^3r 1 34%dr 1 LATTICE PPJ MM RAR'TER SPAN a OVERHANG TABLE B MEAN TO POST CONMECTIDRN TABLE E RAFTER TO BEAM CONNECTION TABU: F N!'�7 a 11-V MAX CCAMB SIM V I N D S P E E D VD0 SPEED=70 VDNa SPEEDm0A ��j r WIND SPEED - 70 �T T 2240 Cl 70 K P. K MAX CLFL RE90 K P. K DETAIL BEAM F / LIVE LOAD LIVE ldllD 65 Tn BEAM RAFTER Tn BEAM a� cx �� SPAN 10 20 30 10 20 30 ® EA LEG x3WV4CLIE WOW �'VASK PLT. EA. LEG x3d/ 'V4lom VAASKVPLTv EA >rfi 1/PaRA04' W-41 4'-4• 1P'-4' 4'-4' L 3xbfA42 - - - - C4-MT.) LEG (4-TOT.) TOT.) LEG t4-TUT.) 1!"xi 1R-x.a32- u'-6• 3'-9- 16'-6• 3"-9' L ® ® ® ® ® ® ® �-+1 C4>-#M Ni EA. S11E 10SMS <41•-ilasNs Ell SIM CROSS - SECTION rx6 1/2'xA40' >!0'-r r-3' W-r r-3' C4-TV�T.) L'vA�zft PLTt4�TDTx TOJ i4'VA H. P RAFTER LT.C/4-MTJ rx6 1 'x44r 23'-u• ir-4• ZT-u' r-4- MLLn SPAN srJ1LF� NTS R wm NO CRACKS VITHIIN r-6• FREEST1KCINCi LJITTILE PATIO COVER WITH OVERHANG CVDm SPEED-70 a 90 MPiU TABLE C / TARE D 3'SP�OSpTp��TY�PES@.�� g �/� POSIF T BE SEETT BA�OC A� RAFTER SIZE MAX. POST HEIGHT-r FOOTING �-r n" POST HEIGHT-U'-0' � x +'�4' V/ tl 14 Ak C OF3' &�'4 FROMFROM EDGE AT 24' OlJ OF SLAG � 70 KPx 90 MPx 70 NPii 90 M1?J�l ® x ppsT + �2'fc ' (3•t� i:;,: . & L1..z0 PSF / SLAB V/ S.AB SLAB / SLAB SLAB / NO SLAB ® 3x3M4pFT// C1��i-21�4 6 , ~ F ED mr Y C12}f Sxi DES li FG �^ �. MAX 3xQxA4P' 31'�9' 17'-9' r-4N' 13'-9' r1a261 e1 1M'lz301 1 UMM 36 x / + 14 i Ll.KG PSF NOTES POtf TYPES M AND ® ARE A AKL pp 3x/xA42' I me- 14•-9' I 9'-cr I 12'-7- 4 s 1rtma s s 1 1sibm 34 USED FOR SLAM CQIETZIL P= TYPES (/� T A �Q 7, 1543 s. AND u.-a PSF El AND RI OiR ARE USED F FTBiTatG EXF 4- 20 * 3xQxA4r I 31'-'P 17--9' 1 71-9' 1 L3'-7- "s , urm'm, 1 11Rf'8 32 3i'SRbd TABLE FOOTNOTED LL,m90 PSF L 03 C. SLAB CEIQSTM OR NEW) CMf'LETSLY Q 9xQxA4L- E'6' 14'-'Y I 3'-10' I 1P'-3' 41 18'fx29 i 1 s 1e.am= SIBS NEW FOOTP& � rOFSLAB2 � � � NUT �V BECaRCT PART THIS 4�OF A`NF� POSS T Q'MAXHEIQTT 3.�T S Tel (1) 3S0. x AN2' CE) 3'S0. x AM3- C3) .125' t4) 3'Sa u IW FOR OF LATTICE PATIO COVER SEE TABLE A, NIIIKJMIMUM MR OF POSTS. GENERAL MUM AND SPECFICATZM 6. ALLKXM FASTENERS SHALL BE PW4-T4. ALL OTHER FASTENERS SHALL BE Up22'-�� GALVANIZED STEEL OR GAD" PLATED. ALLBOLTS SHALL CONFORM M AT RD3iT. R+ L ALUMM DESIGN AND STRESSES ARE PER THE LATEST EDITION QF THE UNIFORM ASTJI A-307 AND HAVE STAMmARID M PLATE VASHERS HOLES Fitt BOLTS HLQLDDIG CODE AND THE 19W EDITION OF THE ALIMDAM CONSTRUCTION MANUAL A.LTJ SHALL HE BOLT DIAMETER PLUS L716' M4�XIMtI t 2. ALTERNATE AL MDi M ALLOYS MAY BE SUBSTITUTED FOR THOSE SHEVN. PRD\/IDED THEY ARE REGISTERED VITH THE ALUNDAM ASSOCIATION MID HAVE EQUAL 13 R 7. EXPANSION BOLTS SHALL BE HILTI KVDC BOLTS KB II CARBON STEEL OR EQUAL 3 12' THIL CONC GREATER YIELD AND ULTIMATE STRENGTHS PER LC4a EJL NO. 4647. ALL BOLTS SHALL HAVE A MVMA ATE SLAB, OPTICKAL I ALL ATE SHALL. HAVE A M@CURUM PM DAY COMPRESSIVE STRENGTH OF P m EDGE DISTANCE OF 6 DOLT DIAMETERS. MTF THIS OPEN LATTICE-TYPE STRUCTURE P.LL CONCRETE SLAB SHALL HAVE 3 1/2' M P M THICKNESS AND SHALL BE IN L EACH INSTALLATION SHALL BEAR AN IDE MTD'YING TAG GTVDNC THE HAM AND MAY,tQ BE ENCLDSEIL rim caKaITmK ADDRESS IF THE MAMFACTURER. DESIGN LOADS AND ENCLOSABILITY Fuan4. ALL FTl7TDNCiI SHALL BEAR ON FIRM, NATutAL UM-DISTuuEm SOD_ OR CERTIFIED 9. ALL ITEMS PERTAINING TO EA04 PARTICULAR INSTALLATION SHALL BE CZXl D. SEE D�EVMNA DES FILL DESIGN VERTICAL. SOIL DEARIG PRESSURE - 1.000 P.S.F. LE.. PROJECT. POST SPACE+. FOOTIMM DETAD_. ETC S. ALL STEEL MEMBER 94ALL BE HOT-DIP GALVANIZED OR MECT0PLATU NO M OPEN LATTICE PATIO COVER SHALL MOT BE E NaffiED VITH ANY TYPE OF SOLID OPEN LATTICE-TYPE PATIO COVER CONFORM TO "TJL A 46, GRADE MAT�W' NO THE nESIa+ LaADs RAVE ONLY BEEN APPLIED THE HORIZONTAL PFELECT O N AREA Or LATTIOL, RAFTERS, DEAN. ETC. PER LCBa CRITERRIA S IL FOR ALL DETAIL REFERENCES, SEE SHEET u OF L& I.C.B.O E.S. WTE - LATTICE-TYPE LATTICE E PATIO CTIVER, AS MFG. BY, .n Nn 99-.206UB EVALUATION F FOX ENGINEERING INC. FR�TANMNG PATIO COVER uNiTE� �URA� PRUDUCTS, INC. REPORT NO. 558C JAMES M. FOX, STRUCTURAL ENGINEER LL= 10, 20 L 30 P_ �S >:OY� 4 OF 12 DAMES G. FOX, CIVIL ENGINEER 8060 TELEGRAPH FM DOW EY, CA-90" M06-L937FAXAPC76� VRNID SPEED =70 i 90 MLPx PHONE C714) 773-4MI SHEET FREESTANDING LATTICE PATIO COVER WITH OVERHANG < WIND SPEED 100 L UO M.P.H. ) TABLE A RT 5 o MAxnaM POST F£IpiT=B'-r MAXIMUM PAST F£1QfT=u�-w S s iMXURM PMT FEICiIT=8'-r ISLEii1 MA7@LHI PQS7 FElGfT=u•-W 100 KP. H 110 KP. K 100 KP. K up KP. K IN KP. K 110 KP. K 100 KP. K 10 KP. FL V/ SLAY MD SLAB V/ SLAY NO SLAB V/ SLAB NO SLAB V/ SLAB NO SLAH i��ww V/ SLAB 1� 3LAJi V/ -- M9 SLAB V/ SLAB N—O SLJ1H V/ SLAB ND SLAB LIVE LOAD = 10 P.S.F. LIVE LOAD = 10 P.SF. 5'-a• e'-1• 19%eG' V 3 I8',h26•a 30WIr a 6'-4' 7'-S' 161x241 s e's 1e'J5r26•c 29Xx19•c 6'-4' le•--r 18 h32"c 38'h36•a 3yh19• 6'-4' lr-2' 1Ba5c32'c 7x1e' 189Ys34•c 3o'.Y air c N�tS G. Fir^ r-a' 6'-10' 189fxP4•sigir s 18'JYc6•s 29�cie•s 7•-V IW-LV UrAk 2's ► 1 *34•a 37.�KW 9'-0' 6-0• 18 25•i 30'FSaB' ie'-V 14'-9• 18'JbW ► %dr s 18%'x32•c 3695ae'c Sq ur-�a• 5'-9• 19 2e•ss 18-J5c28's �8's 9'-c' 13'-u• 1e•1rs00' i %dV s 1e%W s 36%dO's W NO. 21 543 10'-4• 13•-3. 1e'J 1e k32•s EXP.9-30-2005 L8'JSc2e's '01de' s le'U15c30° s 33•Jic18's 11•--4' 121-5' ie'J5CC0" s s 18X&W s 34?sde•s 18%tW s 329id8•s le h30• ► 33 JSc18•s 12'-0' 12'-1' 18'lsC�O' s t om• t om$,s 5'-V le'Jk3Ct' s33Adrs le715C32'► 34%dW s L?-V u•-7• 18'J 3r s s t Wk �P 4'-IV 18%e30' 1 %LW s 1e'JkW c 36�bdEr c 14'-V ll'-2' le'�• s •/x16•s 1e1J6321 c c 4�OFCAl\F IW-V 4'-e' 1e7593(' s %KW s le'h32'c 37',1xlEr a 15'-0• 10'-!0. 10'J5C32's %bd&-s ie7x34• a 37'1x18' c MAXIM RAFTER SPAN L OVER AM TABLE H BEAM TO POST C179CMUN TABLE E RAFTER TO BEAM C@MIECTIM TABLE F RAFTER SIZE V I N D SPEED VDYD SPEED-IN VDT SP�120 C AT 24' = 100 K P. K 44--ir :SEI,-TA LIVE LOAD LIVE LOAD yZi VDCD SPEED= 1100 RAFTER VDm STU � _ Ito MAX CIA P5501 MAX 2'x6 1/2'x 02i 3xBx 042 SPAN Mn3lW& SPAN 20 30 10 30 C2)-• C2 -*12 SMS V/1 1/2' Ca)-A32SMS C2?-i12SMS V/1 �• ' 9'-5' 7-�' 9'-7' EA LEG x3xl/4'VASM PLT. EA EA LEG x3x1/4'VASK PLT. EA ®L® 4-TOT.) LEG C4-T4TJ C4-TaTJ LEG C4-TOT.) 2'x6 12'xa32• 12'-e' ,•-4' 12'-e' [m - - � C2?-:12 c2z-s s�+s EA SIDE C2O-A32SMS ELL SIDE Z'x6 1/2'xC340' 15'-V S•-' LS'-r S'-0' 3x0:.842 3-3/" MA 2-'3/6'1 M Y 2�3/8'/ ® c4-TOT.)J 1e T�ER . EA LEG FRA�TEA 2'x6 1/Z'x042' 19'-4• 6'-4' Ur-4' 6•-4' ® V/IIiSERT L PB�SI BEAM TO BEAM. 2- TO BEAM, 2- C4-TOTJ 4-TOTJ 1O POST pm FREESTANDING LATTICE IPPA�TM COVER WITH OVERHANG CWDND WUM-100 L 110 MPw RAFTER TABLE C / TABLE D Z C SIZE 4C l Pi .1 GZ V� LO0 KPT F€IG}IT 110 iCPK 1 KPPxQST FEIGHTI20•MP1i IL LA----20 PSF / SLAB SLAB / SLAB W 3xex C142• 31'-W 17'-9' r-0• 17-9' 18'1x32 '80x18 c 8'�4 a SLAB V NO SLAY 18'lx3�NOX.MAt L.Lt30 PSF °' 3x@x 042' 26'- 14'-4' f S'-10' I >r-r le'/s303 3 4'5Qb18 s 01x32 c 'Smc19 8 107x32 36 IrAtM a GENERAL NOTES AND SPECnCATIONSs 11.t20 PSF L ALUMU&t DESIGN AND STRESSES ARE PER THE LATEST EDr7MN OF THE UNIFORM 31 a4r 31'-9' Ir-9' r-4• L3'-7• e'fx32 'Setae a e'lx34■ 18 18'ht36=:37181bt36 18'lx38 a BUILDING CODE AND THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION MANUAL. L.L=30 PSF 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FDR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR "-A42' 2i 14'-9' 51-10• L-5' le-wo s 'SQxles a 'SQx1e� 18'2x32 GREATER YI I D AND ULTIMATE STRENGTHS. POST TYPES 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.SI. CONCRETE SLAB SHALL HAVE 3 Lee MINIMUM THICKNESS AND SHALL BE IN x 4 vT/ 9 fr4AAYr GOOD CONDITION. xAk r 4. ALL FININGS SHALL BEAR ON FIRM, NATURAL UN-DISTURBED SOIL OR CERTIFIED �•S� FILL DESIGN VERTICAL SOIL BEARING PRESSURE = 1,OW P.S.F. ® x A24�V% ;C32}-f�14 SlLS 3. ALL STEEL MEMBER SHALL BE HOT-DIE' GALVANIZED OR ELECTROPLATED AND C. N E1 M A M 6. ALUMMM FASTE1� SHALL GRADE 24-T4. ALL OT f R FASTENERS SHALL BE �' Pt1sT TrPEz m AM © ' GALVANIZED STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CIUNFORM TO - F11SED FOR SLAB CUSEM 13 POST TYPES A.S.TK A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS mk© ARE USED FOR FETING SHALL BE BOLT DIAMETER PLUS IA6' MAXIMUM. TABLE FpOTNOTEs, 7. EXPANSION BOLTS SHALL BE HILTI KVIK BOLTS KB II CARBON STEEL OR EQUAL PER I.C.B.O. E.R. NCl 4647. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE L '01 H URNM t�F�u� NEB COMPLETII.Y EDGE DISTANCE OF 6 BOLT DIAMETERS. 8 EACH INSTALLATMN SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND 2. VILL E C DOES MOT S AND HIS ADDRESS QF THE MANUFACTURER, DESIGN LOADS AND ENCUASABILITY. �� TRucTID As PART of THIS 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, 3 sIzE (I) 3'Sa 2) I.E.. PROJECT, POST SPACING, FOOTING DETAIL, ETC m 31SQ x .063' 1D. OP x '� EN LATTICE PATIO COVER SHALL NOT BE ENCLOSED VITH ANY TYPE OF SOLID 0) 31Sa x 125• MATERIAL. AND THE DESIGN LOADSIED HAVE ONLY BEEN APPL TO THE HORIZONTAL (4) 3'S0L x 18e' PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER I.CB.O. CRITERIA. 1L FOR ALL DETAIL REFERENCES. SEE SHEET 11 OF la Iz as E.S. MTt EVALUATION MR r NOW FOX ENGINEERING INC, LATTICE-TYPE LATTICE PATM CIIVER, AS MFri Bn ,12 NM 99-20618 REPORT Na 5580 JAMES M. FOX, STRUCTURAL ENGINEER �TAD+G PATH EWER UNITED DURALUME PRODUCTS, INC. E JAMES G. FOX, CIVIL ENGINEER Ll.= 10. 20 L 30 P.SF. 330 s RAYNCre AvE: 5 OF 12 9060 TELEGRAPH Ra DOWf EY. CA.lom e06-1337FAXA27-2509 WDM SPEED _� L 90 MPH F 1Jl l.E3tTOt1. G 92631 ____ PHW (714) 773-40U SHEET ATTACHED LATTICE PLTM tOOVER C VIND SPEED 100 & 110 M.PJ•1. ) :1 / TABLE A �� AM iPEt aT>�p P 7H4 SP 0 / I11C'L ars 12'x 3' FbL.l1T 4' x x x : L ALllStiN ii®1 Af0} STisF1zF2 ARE PFR THE l/1TEST EffiTMm tr THE tN�M • � � POST SPACING FOOTING SIZE F-W I SPACUNG MaTBNG SIZE E�DSED SU ZING CODE AND THE 1%2 EMTla! ff T14E CZZfSTR CrM KWJAL. Z ALTERNATE AUUMV4UM ALLIIYS MAT BE iOI THQSE S1OVN. PRWm QV�IIME um 110 1CG 11D um 110 100 11D SLAB 100 MPH 11A HP4 W SLAM I= U10 HPH MINI MIQSMS MIN. fum45 THEY ARE R� WITH THE ALIUQMUM Alm HAVE EQUAL M Kp Kp KP KPJI MPS( u0 MWH 1 2 3 4 1 2 3 4 LOCx LENGTH 1aDc GKATER YIELD AND 1LTD�MTE SSRDcncL 1 ALL CMCRETE SWILL HAVE A MAQMIN 28 DAY CDNPRESSOVE STRENGTH OF LSDD 8•.Q• mr Mr A24 A24 dig• ALB' B'-G' 4•-2' 4'-2' 25 25 19'-8' 4'-r 4'-2' 34 34 6 3 3 2 7 4 4 3 W-V 2 lr-WA6'-W 6/7 PAL CONCRETE SLAR SHALL HAVE 3 Wr MINIMUM TH ED(NESS AND SHALL BE IN yam• d20• 4225' A23• 8'-2' 7-ID' 3'-LV 26 26 1w-10' 7-10• 3'-IV 34 34 6 4 4 2 8 4 4 3 W-9' 2 13'-6'/18'-0' 7/8 ® � 1. ALL FODTIIIG3 SMALL BEAR OI FORM, NATIRAL lN-IIISTiII� S� CR C>:RTlF'B:3 AM d25' - - 7-1V 3-6' T-W 26 26 Is,-1' 3-6' 3'-6' 35 33 7 4 4 3 8 5 5 3 7'-G' 2 13'-W120'-r 7/9 FILL 1 ESM VERTICAL S� BEARING PQE JRc : 1.1= PSF. 3-3, 3-3, 26 26 17'-4' 3-r 3-3' 35 35 9 .4 3 9 5 s B'-3• 2 16'-6 /2E'-Q' 8/1a s ALL RM T HEXER SHALL BE AID E C. RiALVA/Q7}>7 Q+ E1 ELTI�LATE>1 Arm ' CUiO■N TO ASTx A-446. GRADE G T-3' 3'-1' 3-1' 27 27 16'-9' 3'-1' 31-1' 35 8 4 3 5 5 3 9-O' 2 18'-0'/2t'-0' 9/10 6' FASTE�tS SMALL BE ZW4-T4. ALL UnER FASTENERS SMALL lE tw o• d2D' - - - - GALVANIZED STEEL O R CAnQ.IM PLATED. ALL BOLTS SMALL C WIM TO d I3`-0' d20' .04Q' - - - - T-0' r-10' r-10' 27 27 16'-P' t'-1(' C-10' 36 36 9 5 5 3 10 6 613 9'-9' 2 19'-5'/26'-0' 9/11 -AS.TA A-307 AND HAVE STMmARD CUT PLATE WASHERS. HOLES FUN BOLTS SHALL BE BOLT ffiMETER PUNS 1/16• MAVNA '040'A4V - - - - W-Ur 2'-W r-W 27 27 15'--B' r-8' r-W 36 36 3 4 IV-W 2 ZV-0•/2T-V 10/12 7. E)OWISIO N BOLTS SHALL BE H(LTI KVDC BOLTS X2 11 CARBON STEEL ON EQUAL ■ 64E A44V - - - - 6'-r r-6' r-6• 28 28 LT-36 2'-6' r-6' 36 36 10 5 5 3 12 6 6 4 u'-3' 2 22'-G'/30'-C' U/13 � �En EA. 1R 4447. ALL 1�TS SHALL HAVE A NUMLI I ATE 1p-0• - _ _ _ - - EDGE DISTANCE OF 6 MOLT MAIETERS. 16�. 6'-5' r-4• r-4• 28 28 14'-10' 21-4• 2'-4' 37 37 10 6 6 3 12 7 7 4 1P'-C' 3 24'-O'/32'-Q' 8/30 s AwNcsx orrTTw wwp&FTMIN �ACnRRm NEAR �LOAm AITAG G1VtNG m VcLmA THE NAME � - - - - - - 6'-r 2'-3' r-3' 28 28 14'-7' r-3' r-3' 37 37 6 4 13 7 7 4 12'-9' 3 251-6'/34' 9/11 9. ALL ITEMS PERTAIXING TO EACH PARTICULAR IMSTALLATMN SHALL BE CIRCLED. 6'-1' r-2' r-r 28 28 14'-1• r-r r-r 37 37 U 6 6 4 14 7 7 5 LT-6' 3 2T-O'/36'-0' 9/11 �E LATTICE T. POST iCOVEICi. FmLIT� lETA E U rM 1g.�. _ _ - - - - LOtpEN LATTICE MTID CUVEA SHALL NUT lE Qa.!?SED WITH ANY TYPE OF SLL3D ig-Q• mr - - - - - - 5'-11' 2'-0' r-Q• 29 29 13'--9' 2'-0' r-0' 38 38 1217 7 4 1♦ 8 8 5 14'-3• 3 2W-b'/38'-0 10/12 MTEMAL. NO THE DESrGM LOADS HAVE ONLY BEEN APPLIED TQ THE MMOfTAL PwmimTmm AREA OF THE LAT r E. RAFTERS, KAM• ETC PER ILBa CRITERIA. 2.�• AW - - - - - - 5,_IV 1'-U' L'-Li' 29 29 LT-5• 1'-U• L'-11' 38 38 13 717 4 15 8 8 5 LY-V 3 30'-V/4Q'-W 10/12 11SM ALL DETAIL SEE SHEET 12 ON Z a._u• A4r - - - - - - Y-A' P-10' "-IV 29 29 13'-2' 1'-10' I'-IV 38 38 13 717 4 16 8 8 5 IY-9' 3 311-6'/42'-V U/13 8'-0' A20• MV A24 d24 Ali' AW 8'-i' 4'-r V-2' 25 25 19'-B' 4'-r 4'-2' 34 34 6 313 2 7 4 ♦ 3 6'-0' 2 I2'-0'/lb'-0• 6/7 9-r AND. A25-A25- lr-f 3'-I0' 3-10' 26 26 IW-10' Y-IV 3'-W 34 34 6 414 2 8 4 413 6'-9' 2 Lr-6'/18'-V 7/9 1D�0' .02Q' - - T-10' 3-6• 3-6• 26 26 1g'-1• 7-6' 3'�' 35 35 7 4 4 3 8 5 5131 7'�• 2 15'-C'/20'-0' 7/9 a ti'-d' ,�0• _ - - - 7-6' 3'-3• 3-3' 26 26 1T-4' 3'-3• T-3' 35 35 6 4 4 3 9 5 5 3 r-3• 2 16'-6•/2V 8/10 0 lr-0' ,Q20• - - - - 7-3' 3-1' 3-1• 27 27 w__9' 3-1• 3'-1' 35 35 6 4 4 3 1D 5 5 3 9'-V 2 18'-0'/24' V 9/m -j 13'-Q' A20• A4V - - - - T-0' r-1V r-1a• 27 27 16'-r r-10• r-ur 36 36 9 5 5 3 10 6 613 7-9• 2 19'-5'/26' 9/11 14-V A25' A40' - - - - W-30' r-8' 2'-8' 27 27 15'-8' r-8• r-r 36 36 9 5 5 3 11 616 4 10'-6' 2 LT-0' A25' A25 .040' - - - - W-7• 2'-6' 2'-6' 28 28 15'-3' r-6• r-6' 36 36 10 515 3 12 616 4 U'-3', 2 2P'-6•/30' 11/13 L6•-0• - - - - - - 6'-5• r-4' r-4' 28 28 14•-10' r-4•. r-4' 37 37 10 615 3 12 717 4 I2'-Q' 3 24'-0'/32' g/1a w-3' 2'-3• r-3' 25 28 14'-5• r-3' 2'-3' 37 37 U 6 6 4 13 7 7 4 L,-9' 3 25'-6'/34' 9/11 �@ �j�.:J ell ' .018' mir A2Q' Xe4 A24 Mir mer 7'-Y 4'-Z' 4'-2' 24 24 17'-1' V-2' 4'-2' 32 32 2 212 - 3 2 - - 61-V 2 32'-0'/lb'-0' 6/7 A18' A18' A2V A24 A24 d25• A25• 7'-1' 3'-10• 3'-10' 25 25 16'-4• 3'-10' 3'-10' 32 32 2 2 2 - 3 2 - - 6'�9' 2 13'-{.'/18'-0' 7/9 J �1 101-V Mir MW 1325 - - W-9' 3'-6• 7-6' 25 25 IT—e' 7-6' 7_6' 33 33 2 - - - 3 2 - - 7'-6' 2 15'-WIZW-V 7/9 z N 0. 2154� — r U'-r A24 A24 - - W-6' Y-3' 3'-3' 23 25 15'-0'. 3-r 31-3' 33 33 3 2 - - 3 2 2 - OH'-3' 2 16'-6'/2r atM EXP.9-3C-2005 12'-0' d24 A24 - - - = 6'-3' 3'-1' 7-1• 26 26 141-6' 7-1' 7-1' 34 34 3 2 - - 4 3 3 2 9'-0' 2 ig'-O'/2t'-0' 9/10 =�Ji 13'-O' A40' - - - 6'-1• 2'-IV 2'-10• 26 26 14'-r 2'-I(' 2'-10' 34 34 3 2 - - 4 3 3 2 9'-9' 2 29'-2'/26' 9/11 14'-0' Aar - - - - - - Y-10' r-e' r-e• 26 26 LT-7' 2'-8' r-6' 34 34 3 2 a..- 51313 2 10'-6' 2 21'-Q'/28'-O' 10/12 14'-�' A40' - - - - - - 5'-9' 2•-6' r-6• 26 26 13'-4' r-6• r-6' 34 34 3 2 - - 5 3 3 2 u'-0' 2 25'�.•/3♦' 9/11 q�OF CAIuT TAou BI F FffiTHIOTES ,qFM L 3 L/r THICK CONCRETE SLAM 00 C RAOC WITHIN 2'-G' OF PASTS SHALL xb - BE PERM I E1L POST SHALL BE SET BA(x A NM OF 4' FROM EDGE OF SLAS 2. FOOTING SIZE IS A MME, L.E.. 2Vx20•x20'DEEP. 3. TOTAL MIL MJUER OF NI1 OF g410W VCS. PER POST TO BEAM CMNECTIDM FOR DETAILS 19 L 20. as �► (4>-*14SNS TO POST 4. 100 "kL VDNDMM LENGTH L MIN. LENGTH t MEL lF SHEET ME MIETAL SCREWS TAL SCREWS BElDV THE DIAGONAL � DIAGONAL LINIE IS FOR (4}-N14SNS TO POST - <4}-K4SM5 TO POST _ (4]^8t4SMS TO POST (4ri14SMS TO POST 2 vrEMEM L (2)-5/g' 1 x 7' L5/8'h 71EMBE L L1rE IS FUR 110 NPx VVa a ANCHORS TO SLAB E?O. ANCHOR T 0 FTC! ANCHORL3/4'Bx B'EMHED 13/4'BN B'EMBrD ANCHORS TO FT& p�q ~ V S TO FTG. ANCHORS TO FT`G.x3/16'STEEL V .1t."6'STEEL VSTEEL GALY. o V�3•�/16•STE� V/I 1/16'x2'x3' STL m GALV. WASHER PLT. GALV. VASHER PLT. GALV. WASHER PLT. GALV. WASHER PLT. WASHER PLATE O N F O O T I N G O N L Y e (4}-414SMS TO POST (4>-*14SMS T13 POST (4)-t14SMS TO PORT (4}-014SMS TO POST (2)-3/4'/ MB. C2)-3/4*1 M.B. (2}-5/8'/ Ka < 1/2'/x3 1/2'EKBETL L3/8'Bx2 1/2'Q4HE3 L[a-3/B'�x2 1/r LC>'A-L'4' �f r at.+ MNCHORS TO SLAB M40UM TD SLAB E14LM SLAT V/I'x EMSTO SLAB W/1'x _ - � of - (M-110x 6• t�(G C2)-1'1 x 6• Cr_1I C2]~3/4•% : 8' CDC V/2'x3'x3/16'STEEL V/2'x2'x3/16'STEEL x2'x3/161 STLGALV. x2'x3/16' STLXA-V. - 7 x� MEL A.B.'S EMMEO, A.B.'S EMBED. A.B.'S GALV. WASHER PLT. GALV. WASHER PLT. WASHER PLT. WASHER PLT. W o) d in (4)-#14SMS TO POST • N i L(P>-5/8'Bx 7EMEM o _ 2 % 11/16'x2'xl/4•VSTL O z o GALV. WASHER PLT. a` oa (4)-1114SMS TO PAST - (4>-1114SMS TO POST - - - - _ a C2)-3/4 M S Ca-3/4'/ KS C2 -5/8'/ M.S L C2)-5/8' / x 7' L W L L L A Z � S �' u o z C23-11/ x 6' C me CM-11 x 6' CO3NG C2)-3/4ti x B' CONC. a x Y/2-3AINCM S TU SLAB EMB ANDN]><R TO FTC. o mz EMBED. AJVS EMBED A.8'S EI(BED. AJL S � 5 V/2'x3'x3/16'STEEl. V/1 1/1b x2'x3' STL Id GALV. WASHER PLT. GALV. WASHER PLT. W < 3 (4)-014SMS TO POST (4)-Nl14SMS M POST (0-•14SMS TO POST (4Y-414SMS TO POST d (4)-414SMS TO POST t+r L/r?x3 1/211EMBEO. L 1/2'Bx3 1/2'EMBEA SAE)-3/8'Bx2 I/Z' LC2)-W4' Bx Y N N LC23-1/4•Bx2'QIBED *9 " ANCHORS TO SLAB ANCHORS M SLAB E14LM SLAB V/1•x EMSTD SLAB Vn'x _ _ _ G, o TO FTG. V/1'xrx - - d is /C23-2'xrx3/16 V/rx3'x3/16'STEEL x2'x3/16' STL.GALV. x2'x3/16' STLGALV. m GALV STEEL . V PLT. GALV. WASHER PLT. GALV. VASHER PLT. WASHER R.T. WASHER PLT. SHT. n 7 LL-10 7 LA--20L30 B ®L1 �1D O8 ® L L=20L30 7 l l�20 7O L.L.-30 7 LL-20 11 O LL'30 6O LLr10 © L1._20 © LL-30 I.C.B.O. E.S. a*E - ROOF-TYPE LATTICE PATIO COVER, AS MFG. RYi JOB N199-20618 EVALUATION FtaFAX ENGINEERING INC. ATTACHED PATIO COVER UNITED DURALUME PRODUCTS, INC- EVALUATION K FAX, STRUCTURAL ENGINEER WITH 18'MAX OK 350 S. RAYMorm AVE 7 OF 12 REPORT NO. 5580 Kx S G. FOX, CIVIL ENGDVEER C56M LL= IA. 20 L 30 PSF. FULLERTUN. CA 926M8050 RD. DOVNEY. G.91R40 806-1337FAXM7-2509 WIND SPEID =100 L 110 KPx PHONE C714) 773-4011 SHEET ATTACHED LATTICE PATIO COVER C Wpm 70 i 90 KPA ) TABLE A M rrm THIS MAY NOT 3 LATTICE-1 STRUCTURE: P lNCUJMES "• 12'x 3' 6•x2' 4'x2 -72rx x x x 6 1?'x2'xA24' RAFTER ATTACHED 24• MAXIM!UM FLLAAT TRI PEMT SPACING FIIITIHG SIZE POST SPACING FOOTING SIZE Q�ay� GUTTER & ( FASCIA TYPICAL ALL AROUKIL am ON SLAB 70 MPH 90 MPH a SLA SLAB 70 MPH 90 MPH Mm #LQSMS MIN. 61DSMS Mu M2 MPH 90 MPH MPH MPH 3 4111213 4 LOCK LENGTH LOCK t� A A19' .020' mr ADO' .018' A18' W-Y 12'-2, 9'-U' 20 23 28'-9' 12'-3' 9'-ll' 26 30 2 2 2 - 3 2 - - 6'-0' 2 12'-0'/16'-0' 4/5 iO�EADER PER DETAIL d2p• U'-U' U-U' W-2' 20 23 2 '-5' '-U' 8'-2' 26 30 2 2 2 - 3 2 - - 6'-Y 2 LT-6'/Ur-7 4/6 TAB I FM P �0p'1�' A19' AM A20' A20• Aw A r U'-5' 11'-4' -6' � 26'-3' U'-4• -6 31 2 - - - 3 2 - - 7'-6' 2 13'-0'/20'-0' 3/7 SIIZE�L �IDt�� did' A20' AM m20' j18' Mr Ur-U' 10'-6' 6'-U' 20 23 2Y-3' 10'-6' 6'-U' Z7 M 2 .2 - - 3 2 P - V-3' 2 16'-6'/2P'-4' 5/7 Na OF 2 N 12' A19' A18' A20• AM 024 ALB' ALB' IW-G' 9'-9' 61-5' 21 24 24'-4• T-r 61-Y 27 31 _ - 4 3 3 2 9'-0' 2 1B'-O'r24`-0' we ] A18' AL9' A20' AW A24'." An' WE' 9`-l' 61-V 21 24 E3'-G' 9'-1' 6'-V 29 32 312 - - 4 3 3 2 9'-9' 2 17-6'/26'-7 6/9 � 14' A18' A38' AM AM AM-AEY 9'-IV 9'-6• 5'-7' 21 24 22'-4' 8'--6' 5-7' 29 � - - 4 1Q'-6' 2 EP-r/2r-'V 6/9 Lj ]S' A1B' ALB' Ac''0' A24 - - 9'-7' 9'--r 7-3' 21 23 •22'-1' B'-W Y-3' 28 32 3 2 - - 4 3 3 2 11'-3' 2 2r-6'/30'-V 7/10 N J 16' d19' A18' A24 - - 9'-4' 7'-7' S'-O' 22 25 21'�5' 7'-7' Y-O' 29 33 3 2 - - 5 3 3 2 Ir-0' 2 P4•-0'/32'-0' 7/30 W 17' A18' AL8' - - 4'-1' r-2• 4'-9' 22 25 2O- r-2' 4'-8° 29 33 3 - - 5 3 3 2 12'-9' 2 25'-6'/34' 7/U IV A24' A24 - - - - Y-10' 6'-Y 4'-6' 22 25 2O'-4' 6'-Y 4'-6' 29 33 4 3 2 - 5 4 3 3 LT-6' 2 27'-O'/36'-0' 9/U _ -r- A24' A24 - - - - 9'-r 6'-Y 4'-3' 22 25 19'-1V 6'-5' 4'-3' 29 33 413 3 215 4 4 3 34'-3• 2 28'-6' 8/12 �t S 20' AM A40' - - - - 9'-5' 6'-2' 4'-1' 22 26 191-4' 6'--2' 4'-l' 29 34 4 3 3 2 6 4 4 3 15'-W 2 30'-W140'-V 9/13 �F � - - - - - - 9'-2' 5'-LO' 3'-10' 23 26 18'-U' Y-Ir 31-Ir 30 34 4 3 3 2 6 4 4 3 lY-Y 2 M'-6'/4r-V 9/13 T ' CROSS 9'-O' A38' Ale' A20' A20' A2CY A18' Ale' g'-fl' 7•-3' 7•-3' 18 20 20'-9' 7'-3' 7'-3' 23 27 2 2 21 - 312 - - 6'-0• 2 12'-0'/16'-0' 4/5I� Pit ' aH 9'-0' Mir A39' A20' AM A20' A38' A18' e'-r 6'-7• 6'-7' 18 21 19'-1V 6'-7' 6'-7' 24 27 2 2 2 - 3 2 - - 6�-Y 2 13'-6'/1B'-V 4/6 IM t S 10'-W A1B' AL8' AM AMA or A20' A25'ANY W-3' 6'-O' 6'-r 18 21 191-W 6'-Q' 6'-Cr 24 27 2 - - - 3 2 - - 7'-6* 2 lY-V12V-V S/7 a 11'-0' A39' Aw Aw APO' AM A25'BEY 7'-U' Y-7' 5'-7' 19 21 18'-3' 5'-7' S'-7' 24 28 2 2 - - 3 2 2 - W-3• 2 16'-6'/22'-W 5/7 3 L/2' THK CITG SLAB. OPTIONAL 12' A19' A19' A25 .024 d24 - - 7'-r 5'-2' S'-2' 19 21 17•-7' Y-2' Y-2' 25 26 3 2 - - 4 3 3 2 9'-0' 2 18'-0'/24'-4' S/9 1�" 10'-O' MAX. PONT HE�iT J Lr A24' A24 - - 71-4' 4'-IW 4'-Ur 19 22 1"P-W 4'-1O' 4'-Ur 25 29 3 2 - - 4 3 3 2 9'-Y 2 19'-6'/26'-0' 6/0 FOOTING c ' ]4' A24• A24 - - - SEE - 7'-2' 4'-6' 4'-6' 19 21' 16'-'5• 4'-G' 4'-6' 25 29 3 2 - - 4 3 3 2 IV-6' 2 21'-0'/29'-0' 6/9 TABLE A J 15' A29' A40' - - - - 6'-U' 4'-3' 4'-3' 19 22 16'-W 4'-3' 4'-3' 23 29 3 2 - - 4 3 3 2 U'-3' 2 2P'-6'/ '� 7/10 �TEPQ O WITHINSHALL BE ED 16' A32' _ = = _ = - 6'-9' 4'-W 4'-4' 20 22 L5'-6• 4'-a' 4'-0- 26 29 3 2 - - 5 3 3 2 12--V 2 �z-c•/92' 7/10 POST SHALL BE. SET BACK A ATTACHED ROOFED-TYPE PATIO MDflHUM 13F 4' FROM EDGE OF SLAB. COVER SCALFI MOTS lr A4Q' 6'-r 3'-l0' 3'-10' 20 23 1S'-1• 3'-10' 3•-l0• 26 30 3 2 - - 5 3 3 2 12'-9' 2 25'-6'/34' 7/U 2O'-O' MAXIMUM 8'-0' d19' mAr AM A24 A24 MW A18' 7'-3' 4'-11' 4•-U' 17 19 17'-1' 4'-U' 4'-U' 22 25 2 2 2 - 3 2 - - 6'-0' 2 12'-0'/16'-0' 4/5 PROJECTION N Y-W .m9' ALB' Mr A24 A24 A2Y A25' 7'-I. 4'-5' 4'-Y 17 19 16'-.4' 4'-7' 4'-3' 22 25 2 2 2 - 3 2 - - 6'-9' 2 IW-6'/16'-V 4/6 �2� 9' d 10'-Q' ,018r ,01g• - - 6'-9' 4'-1' 4'-1' 17 20 W-el 4'-1' 4'-l' 23 26 2 - - - 3 2 - - 7'-6' 2 1Y-0'/24'-0' 5/7 r U'-V A24' A24 A2 - - 6'-6' 3'-9' 3'-Y 17 20 15'-9' 3'-Y 3'-9' 23 26 3 2 - - 3 212 - 8'-3' 2 16'-6'/22'-0' 3/7 ROOF P 1= ..i 12' A24' A24 - - - 6'-3' 3'-6' 3'-6• 19 20 14'-6- 3'-6' 3'-6' 23 26 3 2 - - 4 3 3 2 9'-V 2 IW-VI24'-V S/8 SHT. 9 6 4 1 J 13' A28' A40' - - - - 6•-1• 3'-3' 3'-3' 19 20 14'-9' 3'-3' 3'-3' 23 27 3 2 - - 4 3 3 2 9'-Y 2 19'-6'/26'-a' 6/e �S 1] 4TING ,AATE` 14' A32' - 3'-1' 3'-3' 19 20 L3'-7' 3'-1' 3'-1' 24 27 3 2 - - 3 3 OA 3 2 10'-6' 2 21•-0'/28'-O' 6/9 A3SQ PATS Q 14'-6 A40' - - - - - - 5'-9' 2'-U' 2'-11' 18 21 L3'-4' 2'�1' 2'-11' 24 27 3 2 - - 25'-6'/34' 7/10 Q S TYPES, i D�TA1L SHT. U 3 (� �1T TAg FMCMd _S 4. MD'1 LENGTH AND NUMBER (IF OFHT. METAL EGRESS ABOVE DlAiGLOW DAL LINE L IS FOR 70 NPtL POSTS MAY BE ATTACHED L 3 1/2' TH K- CONC. SLAB NO VITH�1 2'-6. OF POST SHALL BE PERMITTED. POST N HAND NUM®ER 11F SHT. METAL SCR£SS HELOV DIACA]NAL LIME IS FOR �E' SMALL BE SET BACX A ILL 4' FRO( EDGE ff SLAB. S CONC ANCHOR B0.T SHALL BE KViflC-l(LT IT. TO CONC. SLAB. 2. FOOTING SUE IS A CUBE:. LE.. 2V x 20' x 2V DEEP, MANWACTIRED BY HI LTI. INC. D4 CONFORMANCEm OR CONC. FTING. MAX POST HEMff 3. TOTAL MD�I NUMBER 13F #10 SAS. PER POST TO BEAM CONMECTION F13R DETAILS 19 L 20. REPORT NEL 4627. � 3 1/2' TM CONC- SLAB. OPTIONAL oz _x ,.k� C, •- - - - - - CROSS - SECTION ' w n o �� ? 1 !-c- cu L V211'4SMS TOKl 1/2 EA NO. 2 l 5 =11 ON FOOTING ONLY LEA NTS ANO}OitS TO FTG EXF 9-30-2 3/4'1 THRU BOLTS 1/2'/ THRU BOLTS 3/9'/ THRU BOLTS m V/2'x34x3/16'STEEL TO POST L(2)-3/4'0 TO POST LCM-5/8'0 TO POST LCv-1/2V (4)-014SMS TO POST (4>~i14SMS TO POST C4"14SMS TO POST (4"14SNS TO POST GALS. WASHER PLT. z - ANCHORS x7'EMOBED ANCHORS x6'EMBEII ANCHORS A. L5/9'Rx2 3/4'EMOE>L L3/9'Bx2 1/2'EM03ED. LC2)-3/9'XK2 Ire �-y'4' Ax 2' x'" V/1'x2'x3/16' STEEL V/1'xVx2/16' STEEL V/1'x2'x3/16' STEEL c'' ANCHORS TD SLAB ANCHORS TO SLAB E3MLTO SLAB W/1'x EM&M SLAB V/1'x - - WASHER PLT. WASHER PLT. WASHER PLT.Do � V/2'x3 S 3'•x3/16TEEL V/2'xx3/16'S7EEL x2'x3/16' STL.GaALV. x2'x3/16' STLGALV. ��CAL (4)-#14SMS TO POST 1/2'/ THRU BOLTS CZ)-L4'/ THRU BOLTS a - o GALV. WASHER PLT. GALV. VA94D PLT. WASHER PLT. WASHER PLT. 1 �'r1 N LCE)-3/8lk2 1/2' ITO POST VD-1/24tx TO PAST L(23-3/Mx !� ;u _ _ _ _ _is ril _ _ z =GWXLV�=WAD�/ER cm TO FT 'EMS ANCHORS WA' 4 1/4'EM 8MW/1'x2'x - N N o 16STL 2•x 3/16' STEEL 3/16'STEfL xV xt„=r �- r. 4 j m PLT. V. WASHER PLT. GALV. WASHER PLT. 11 �iu 1-BP N 1/2'A THRU BOLTS C2)-1/a0 `}RU BOLTS Q W$ �. N C4)-1114SMS T O POST (4}N14SliS TO POST (4)-#14SMS TO POST jy W - TO POST L<2)-5/8yx TO POST L(2�-5/9'x 31.+r*r}`+' 4 v � c - - - _ L 1/2'fx3 1/2'EMBED 3/8'/x2 1/21DUM 1 LC2)-3/8'fx2 1/2' o of 7'EM(S ANCHORS V/I' 7'Ef�ED ANGERS - ►- �cc o ANCHORS TO FTG. ANCHORS TO FTC. EMe. AMlCFOi TO FTC. xtz x 2'x 3/16, STEEL V/I'x2'x3/16'STEE L f ►.$ W eo V/2'x3'x3/16'STEEL V/2•x3'x3/16'STEEL V/1 1/16'x2'x3' M m my GALS. WASHER PLT. GALS. WASHER PLT. q iy 11g GALV- WASHER PLT. GALV. WASHER PLT. GALV. WASHER PLT. q q PO (41-#14SMMS TO POST (4)-N14SMS TD POST (4"14SMS TO POST (4)-#14SMS TD POST a C43-#14SMS TO POST L4'/ THRU BOLTS C2)-1/I�0 THRU BOLTS z �J L L2'fx3 L 1/P'B�C1 LCE>-3/8'irx2 1/E' �-y'4' Ax 2' a a LC2)-1/4'Ax2'EMHE3L TO POST L(2)-3/8'1 TO POST LC2)-3/PO e+x'e�xAx}ix p N ] a ANCHORS TO SLAB AMPS TO SLAB E14LTO SLAB V/I'x EMISTO SLAB V/I'x _ _ _ q o TO FTr. V/1'x2'x x4 1/4' EMR V/1'x2' - x4 1/41E)MBM V/1'd 8 ® ® 8 =�z V/2'x3'x3/l6'STEEL V/2'x3'x3/16'STEEL x2'x3/16' STL.GALV. x2'x3/16' STLAALV. Z x 3/16' STEEL x3/16' STEEL x2'x3/16' STL GALV. GALV. WASHER PLT. GALV. WASHER PLT. WASHER PLT. WASHER PLT. j m GALV. WASHER PLT. GALV. WASHER PLT. I IWASHER PLT. SH17. 1I 7 lEy L.L.-10 70 L --20L30 8 L L-10 O9 ® L L-20L30 7 L.L-20 (DLL.--30 7O L.L-20 0 L.L-30 �9 L --10 ® L L-20 I ®9 L..L-30 I.C.B.O. E.S. a1E ROOF-TYPE LATTICE PATIO COVER, AS MFG. BY, JOB NO. 99-2MS EVALUATION F FOX ENGINEERING INC. ATTACHED PATIO COVER UNITED DURALUME PRODUCTS, INC. DAMES M. FOX, STRUCTURAL ENGINEER WITH le'XAX O.H. 350 S. RAYMO3ND AVE. 6 OF 12 REPORT N❑REPORT 558JAMES G. FOX, CIVIL ENGINEER �) L.L.- 1% 20 L 30 P.S.F.P.SF. FULLERTON, CA 926MJAMES G. FOX, CIVIL ENGINEER �) LL-- 1% 20 L 30 P.sF• F1uERTON, CA 926M 8060 TELEGRAPH RD. DOWNEY, CA.9W44 906-1337FAWSE7-2509 WIND SPED =70 L 90 M.P}L PHONE C714) 773-4011 SHEET � F ATTACHED LATTICE PATIO COVER C WIKO SPEED - 70 i 90 KPA ) TAU A FASTS / ANCHOR ULT COFE MOO TABLE B VIND SPEETIqL / s 4 AND A H r WIND SPEED-70 H Vllm SPEED-70 C VDND SPEEDe90 H VDiD SPEED=90 C EXPOSURE e'-7' il`-Q' 14'-6' IVTO RAFTER I TO BEAM tM RAFTER I TO BEAM TO RAFTER I TO BEAN RAFTER I TO BEAM >i"-7• 11'-0' 14'-6• iH'-0' NO SIAD V/SLAD NO SLAB V/SZ AB NO SLAB V/SLAB NO SLAB I V SLAB 11. s 20 P.S.L L 30 PSL L J- = 20 PSL L 30 P.LL 70-3 3-SQxA83. 3-S"083' 2'-6'Sax18' I" x2'-3. r un 3g2•-y 2-11•Saxl I" mr-w 31-2� x2'-10' 4 C2}414 C2)-D10-16 Q)_!14 t2?-/10-16 C2)--l"4SMS C2}-l10-16 �114 C2 -410-16 3'SGx l25. 3'SQ x.1B8' 3'-C'=x18' In x2'-r 3'- 18'l x2'-tl'31-6'SQJdB• WN x3'-r 3'-8'SQ.3dW x3'-4' EA. LE EICS EA. LE E1CS 4'TE7CS EA LEEKS r 70-C: EA LEG EA LEG EA. LEG LEG EA. LEG LEG EA. LEG LEG ►3SQ x,12W 3•Sax188. 3'-O'SQxIW In x2'-r 3'-2'SG.xI 1@'/ xr-ul 3'-S'SUmIW IE" x3'-1' 3'-0' 11r xW-4' t4-TIITAL) (4-TOT.) C4-TIITAU 4_TOTJ (4-TOTAL) C4_TQTJ 0-TOTAL) d 9d'B V/1 1/r VA 1/2' /1 1/2' /1 1/2• w { - 3-SD.x.125- 3-Sn,.190- 3-SQx ZY 3'-4-Sax18' I" x3'-V 3P-7SQMlW IWX 3L7-2' 3'-U I" x3"-W 4'-2'SQxIW 1 x31-9' S x 1/4' x 1/4• x 1/4' VASHt PLT ASK PLT ASH. FLT ASiI PLT. s ALLOL 13Y ALLOT OW T6 -T6 6006�1--T6 -T6 70-H 3s0.xD62. 3'SaxA62' 3'SQ x 483' 2•-4'S Wlr I" x -,e 2-6 18'1 x2'-3' 2'-9'mx18' 1B7 x0-61 r-u xr-9' 70-E r=XaW 3-31x.083' 3'SQ x.123' 3•SQ.xAZY -I*'SLxl I" x2'-G' 7-0'SQ.x1B- le'/ x2•-9' 7-7Rx18' I" x2'-11 7-6SQ.x18' 1 x3'e %_a 3'SLx=3' 3'SQXIZr 3'Sax l23- -9SQad8' I" x2'-G' 7-Q'SQJd1' l8•r x2'--B' 7-3'=XlEr 197 x2'-ll 7-6-SL3de• W7 x3'-2' A 9hC 3-SLx.I25• 3'SQ.vAgr 3'Sax 25' -4'SQade' 19V x2'-11' 3'-7'SO xi 18'/ x3'-2 3'-10'SO.xI 18'l x3'-6' 4'-1'SaziB' x3'-9' r 4 J MAXIMUM ALLOWABLE RAFTER SPAN-3'x8'x.042' A BEAM TO POST CONNECTION TA C t 1ED PSF. POSS'T TYPES��y 6 � WIND Sp£E]D L EXPOSURE x 024�V% 6 14 SILL TO HFAM TO PAST � TO CAM SST 70 H 70 C 90 D 90 C 100 H IM C WE IIA C ® � p�V�� S6 r 7G-a AI l 7o-D ® Ir-r Ir-9' 1r-9' tr-3' 17•-9' I4'-1• I6'-lo' I2'-9' ax .C1 4p'=W/ Iffl 14 S61t1/l�' a SifTu Ca-5/8� �X � SHTu m__vw 222� � �.�4PSF.6'-0' r-0' Y-r 6'-e' Sr-Q' x 14 IMF r S�u C3)-L/2'� q}-1/2'f r S1iT11 C2>-5/8X 5/8'f V WD SAID L E7IPQ5l RE NOTES POST TYPES m AND ® ARE tlsm FOR SLAB CONDITION. POST TYPES SHTu C3>- 1' q)- to ifSHfT11 m- 1' it1' 70 H 70 C 90 B 90 C 100 B 104 C uo B uo C -- AND m ARE USED FOR FOOTING14'-9• 14'-9' 14'-9' 14'-9' 14'-9' IV-1- 14'-9' 12'-9' F S; 4= 4M 1 4mt L40 5'-10' S'-r 5•-IV W-V x P`� ES G. 4 TAM F FDMN= MAXIMUM ALLOWABLE RAFTER SPAN-3'xB'x.042' W/CHANNEL INSERT h�' �. ,l E]OSTING OR NEW) COMPLETELY FQITIN6 Z ATE SLAB DOES NOT EXIST AMID NQ SLAB VILL BE CONSTRUCTED AS PART Ll.� P.S.F. 7 . B L CONCRETE SLAB C Z I LAi OF THIS INSTALLATION. VIND SPEED 16 EXPOSURE N0. 21543 70 B 1 7G c 90 B 1 90 c I um a too c uo B 1uo C EXP. 9-30-2005 �- PRO. 19--r Lr--r 13'-9' 13'-1' 13t9- l2'-3' '-Lr-6' UUr g L.1.�0 PSF. ANe SSEE P TARS vDm SPEED L EXPOSURE `r�gTL NAP A 7o B 70 C 90 B 90 C too B IN C no B UD C FOF CAUF op 20'-0' MAXIMUM l 12'-7• 1r-r 12'-r 12'-r 12'-r 12'-3' I2'-r U•-Ltf' LAa La u SHNT. 11 BEAIVHEADER GENERALONS THAL NOTES AND SPECIFICATI 4 L ALUMINUM DESIGN AND STR SSET ARE PER THE LATEST EDITION OF THE UNIFORM H' BUILDDC CODE AND THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION MANUAL. PAST ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALtMtMM ASSOCIATION AM HAVE EQUAL OR SH{T. U POST / SITDETPLATES AND ULTIMATE STRENG-nM 3. ALL CONCRETE SHALL HAVE A M94" 2020 DAY /E STRFJ4M OF 2,5D0 ;�AAT FLT AC, P.S.L CONCRETE SLAB SHALL HAVE 3 V2' Nmxm THICKNESS AND SHALL HE IN FOR SIDE PLATES SEE GOOD CATION. FOR MINIMUM LENGTH IF LATT= 3ST TYPES, L DETAIL 4. ALL FOOTINGS SHALL BEAR QH FIRM, NATURAL UN-DISTURBED SOIL OR CERTIFIED PATIO COVER SEE TABLE A. SHT, u 3 (� Sim a FIl. DESIGN VERTICAL SOIL TEARING PRESSURE - I= P.S.F. _ N�MUMM NUMBER OF POSTS. s MEMBER S� GRADE GALVANIZED OR ELECTROPLATED AND POST. SEE .9' `y OF POSTS CSHALLRACKS FRE166'_ MAX�T HEIGHT S ALUMINUM �ASTENERS �I M PPLLATEL ALL ALLITS SHALL ASTENERS ORMMTTO TE CROSS-SECT71 M -� ,. v� POST SHALL A BACK A to AST)t A-307 AND HAVr' STANDARD CUT PLATE WAR& HOLES FOR BOLTS AT RIGHT. �..� MINIMUM OF 4' FROM EDGE OF SLAB. �_ SHALL TE BOLT DIAMETER PLUS L/16' MA)OXA 3 1!2' THK CONIC SLAB. 7. EXPANSION BOLTS SHNALL aM: HQLTI KVDC BOLTS 1® O: CARB'OI STEEL OR EQUAL MM LENGTH OF LATTICE CO MERCAL PER I r'n ER M L 4647. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE 3 1/r THC CONIC. �� C2>-POST EDGE DISTANCE OF 6 BOLT DIAMETERS. SLAB, UPTDIUL yy I EACH INSTALLATION SHALL BEAR AN IDENTTFYI M6 TAG GIVING THE MANE AND NOT S MAT BE ATTACHED ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND E�cLoSAIR ITY. POS FOOTING WHERE OCCIURS CROSS - SECTION TO SLAB, OR CON C. �. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED. SEE ING W A NOTE. THIS OPEN LATTICE-TYPE STRUCTURE I.E.. PROJECT, POST SPACING, FOOTING DETAIL, ETC MAY BE EN O-OSED. SCALE. NITS 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLMD TO THE HORIZONTAL OPEN LATTICE-TYPE PATIO COVER PROJECTION AREA OF THE L.AMCE, RAFTERS. BEAN. ETC. PER LC.BII CRITERIA. NITS 1L FOR ALL DETAIL WYERENCCES. SEE SHEET It OF I& I.C.B.O. E.S. ort - LATTICE-TYPE. ATTACHED LATTICE PATIO COVER JOB NO.99-20618 FOX ENGINEERING INC. COMMERCIAL STRUCTURES UNITED DURALUME PRODUCTS, INC. EVALUATION li-0---JAMES JAMES M. FOX, STRUCTURAL ENGINEER ur- 20 L 30 P.S.F. 350 S. RAYMOiD AVE. 8 OF 12 REPORT NO. 5580 G. FOX, CIVIL ENGINEER czr� vlvn sP!En L E�OS1lRE= PTO+, C:A 926M006 TELGRAPH FM DOWNEY, CAS ee WG-1337FAX927- 70-3, 70-C. 9o-B L 90-C PHONE (714) 773-4Ml BEET I VDT SPEED FREESTAN nUiG LA = STRUCTURE TABLE A J FASTENERS / ANCHOR WILT CONNECTION TABLE B 4 R IlE Alm M A X I M U M P 0 S T H E I G H T VO(D SPEED-70 H WIND SPEED-70 C VEND SPEF�90 H VINE SPEEII=90 C 18'-G' W-r W__W 14'-G' 18'-Q' q RAFTER I TO BEAM RAFTER TO BEAM TO RWTER1 TO BEAM RAFTER1 TO BEAM NO SLAB V/SLAH HD SLAB V/SLAB NO SLAB V/SLAH !A V/SLAH lJ. 20 P S.I, i 30 P.S.I. LA_ = 20 P.S.I. t 30 P.S.I. 7H-Ti B"I air -3' 2' 187 a2'-9' 2'�-U 1B'/ A2'-B' 18'1 xr-ir , ca)-01 C2"lG-L6 -614sm C2}-iiG-L6 C2"14 -41G-I6 p�tl C21-i1G-16 79-C 3'SQxl23' 3'Sax1,88' -O'SQxUr 1" xr-7' 3' nrjl �'-Ll'3'-6'SQxW I" x3'-r 3' WE X2,-4' s3/4'TEKS x3/4'TEKS x3/4gl= x3/4'TEKS 14 EA. LEG EA LEG EA. LEG EoL LEG EA. LEG EA. LEG EA. LEG EA. LEG 90-H 3'Sax125' 3'SQ.x.188' -VS� 9'd 18'/ x2'-7. 3' 18'1 x2'-U'3'-3'Sax18' I" x3'-!' 3�9%QatlE' I" x3'-4' U(4-TUTA C4_TOTJ (4-TOTAL 4_TfftJ (4-TUTM) C4_TOTJ (4-TOTAL) (4-TOT.) a %_C 3'SQx125' 3'SQ.x.1BB' 3'SQX,,5' 3'SQXIB8' -4'SO.x19' I" x3'-W 3'- 19•/ x3'-r 3'-11'SQ.xl 1B"/ xC3'-6' 4'-2'R4a1B• " x3'-9' VA 1/2' � /1 1/2' � Y/1 1/2' V/1 1/2' SM x 1/4 SQ. x L/4 x L/4' SM x 1/4 VASK PLT WASH. PLT. WASH PLT WASH PLT. ALll1, ALLOY ALLOY ALLOY 60ALLOY 61YT6 -T6 6061-T6 -T6 70-8 3'SaxA62' rSQXA83'r-4'SQadB' I" x2'-2' P'-b 18'0 x2'-3' r-9=LxW W1 xr-6• r-U 1B'/ xr-B' N 79-C 3'SQmlM rSG.x.1P5' -10'S0.x1 I" x2'-G' 7-rSQ.x1B' 18'9 xr-l' 7-3'SO.x1B' 1" 30-U 3'-61Saxlr lro 3a-r d 9G-2 31SQx.125' 31SO.xlZr r-9'SQ-vQ9• I" x2l-6' 7-4'SQ.x18' iB'I xz'-B' 7-313Q.xUr UIV 30-11 7-6'SaxdB' Lry x3'-r A W-C 3'SQ.�j1 3'Sp,xjrV 3'Sax iW 3'S0.x 2Y 3'-4'SQvd9• I" xr-U' 3'- 19'/ x3'-r 3-1r'SQ.xl L" x3'-6. 4'-1 l' WN x3'-Y I 4 J BEAM TO POST CONNECTION TABLE C VDW SPEED TO BEAM TO POSTVIND SPEED TO BEAM TO POST POST TYPES 7C-B QQ a 70-D a a a ' ® � p'p�r�: 'er :s�; +' sHru m-�/eX c /a-1 z1+Tu ca-ve'Jr a>- 'X ® x .024'mil/ ; L4 SJi3 SHT11 CZ--1/2r C3 -L/2Y 8 SiNTM W-SMI C23-5 p pp� 6 �/ J 0 x .0�' V' `C -+r1'� We I A iffi it C3)-- 1.1 m- V jr -j SHTM G!- 1',f C27- 1•X MOTES POST 1YPF3 m AND ® ARE USED FOR SLAB CONDITION. POST TYPES l AND ® ARE USED FOR FOOTING j TA1i P F'OOT}QTES�- L CONCRETE SLAB CEIOSTING OR NEV) COMPLETELY SLIRROLR= NEW FDII 74& 2. CONCRETE SLAB TIES NOT EXIST AND NO SLAB VILL BE CONSTRUCTED AS PART OF THIS INSTALLATDBi E S G I MAXPROJECTION z V I RAFTER SEE T z O. 2;•5J43 � A AFA MSIZE2G'-0' b E.i(P.9-30-2005 RRi► VL 24 MAX J'J4 LA A R MT. U BEAM/FfADER �OF CALIF�RN\P GENERAL WrES AND SPECIFICATION& L ALUMINUM DESIGN AND STRESSES ARE PER THE LATEST EWrMN Or THE UNIFORM 9' BUILIIING CIIDE AND THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION MANUAL POST EXISTING 2 ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED RE THEY ARE REGISTERED WM THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR SHT, U POST / SIDEPLATES GREATER YIELD AMD ULTIMATE STRENGTHS. 4 7 M ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY EVE STRENGTH OF 2,500 , Q,x 46'AAT P.S.I. CONCRETE SLAB SHALL HAVE 3 1/2' MINIMUM THICKNESS AND SHALL BE IN FOR SIDE PLATES SEE CONDITION. PATIO LENGTH TABLE A TTICE gOST TYPI'lES, t DST 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATL&AL UN-DISTLNEREED SOIL OR CERTIFIED PA IO N ER S OF PASTS SHT. U 3 Q MfT PILL 1£SIGN VERTICAL SOIL BEARING PRESSURE = 1,000 P.S.F. p 5. ALL STEEL MEMBER SHALL BE HOT-UIP GALVANIZED OR ELECTROPLATED AND CO 13RN TO A.STA A-446, GRADE C. vy NOTEi NO CRACKS WITHIN 2'-6• �T• SEE d y'�°L� If POSTS SHALL BE PERMrTTID. MAX POST HEIGHT 6 ALUMINUM FASTEVANIZED NERS SHALL IE PLATED.. ALL OTHER HALL CONFORM SHALL BE CROSS-SECTION "1' ,, �'y MINI SHALL ' SET BACK A A�yT 77 AND HAVE CADMIUM CUT �1TE�VASSHERTS S Hil r BMTS AT RIGHT. MINI" ff 4• FROM EDGE if SLAB ' SWILL BE BOLT D'.AIETER PLUS L/16' MAXIMUM. M17t Ll?GTNM OF LATTICE 3 I/2' THK. CON- SLAB. 7. EXPANSION TITS SHALL BE HILTI KVIK H[LTS KB DI CARBON STEEL OR EQUAL r°n 3 1/2' THK COIL PER I ER MO. 4647. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE STRUCTURE EDGE DISTANCE OF 6 BOLT DIAMETERS. a Au- UPTIOiAL '� �J. C2)-PQS'f NOTES 6. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME MID POSTS MAY BE ATTACHED ADDRESS OF THE MANUFACTURER. DESIGN LOADS AND ENNCL.OSABILITY, F0aTING YM*ERE OCCtLRs MOTES THIS OPEN LATTICE-TYPE STRUCTURE CRESS - SECTIDN � �B• � �• � LE'L ITEMS, ,P3STTSp D TO .F IETTAn_ ET PARTICULAR G1ATTl>N SHALL HE QR0.ED. SEE TABLE A MAY JUL BE ENCLtOSM SCALFa NTS IL OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED VITH ANY TYPE 13F SOLD MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HdREMNTAL OPEN LATTICE-TYPE PATIO COVER PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER 1-aa OUrERI& SCALO NTS t IL FOR ALL DETAIL REFERENCES. SEE SHEET U OF IZ I.C.B.O. E.S. zo-m - FAX ENGINEERING INC. LATTICE-TYPf_ FREESTANDING LATTICE TYPE COVER. AS MFG. HY, ,mH m, 99-20618 EVALUATION F COMMERCIAL STRUCTURES UNITED DURALUNE PRODUCTS, IN DAMES M. FIX, STRUCTURAL ENGINEER LL- 20 t 30 PSF 3W S. RAYMOND AVE. 9 OF 12 REPORT NO. 5580 MIM Kx C JAMES G. FOX, CIVIL ENGINEER (36o WDW SPEED A. EXPa&U RE- SON' CA 92631 8060 TELEGRAPH RD. DOVNEY, CA lop o 906-1337FMM7-25O9 70-X 70-C. 90-D t 90-C PHONE, C714) 773-4MI SHEET ATTACHED LATTICE / CIWtERCIAL STRUCTURES TABLE A FASTENERS / ANCHOR HST CONNECTION TABLE C SPEED vMfl = _ / / MAX. POST HEIGHT MAX POS T H E I G H T c IGOB 1D0 c up uoC W-7' u'-O' 14'-6' 18'-0' RAFTER TO AF DEAN RAFTER To BEAM RAFTER TO BEAM RAFTER TO BEAM >i'-7' 11'♦' 14'-i' �''D' NO SLAB W/SLAB NO SLAB I V/SLAB NO SLAB V/SLAB MO SLAB N/SLAH LA_ = 20 P.S.I. L 30 P.S.L. L1.. = 20 P.S.I. L 30 P.S.I. 1011-8 3'30.x123' 3'Sax.198' 3•Sax.188' 3'-2'Sax10' IWO 3x2'- 31-5'Saxl IWO x3'-0' 3t9'Sax18' Ie't x3'-4' 3'-u I" x3'-8' 4 C2X-ft L4-14 C231-414 (23-1/4-14 C2>-614 C2}-1/4-14 CV-414 t2)-L4-14 100-C 3'Sax.125' 3'Sax,18B' 3'Sax.188' 3 1/2'Sax.188' -6'Sax18' IWO x3'-0' 31-9'Saxl BR'/ x3'-4' 4-max18. 18'it x7-8' 4'-4'Sa:IB'IWO x3'-11' EA. LEG EA. EA. AEG TEXCS EA. EA. LEG TEKS EA. EA LEG TDa EA. ` Us-H 3MMxlM"j 3'SaxlPS' 3'Sax.IBB' 3'Sax25' 3'-4'S4x18' 18'R x3`-V 3'-7'Saxl IWO x3'-4• 3•- 1B'1 x3'-W 4'-E'SQ.XQB'1" x4'-W wA (4-7WAU LEG (4-TOTAL) LEG (4-TOTAL) LEG 0-TOTAU LEG 1t0--C 3'Sax125- 3'SMmAS ' 3'Sax.2 3 1R'Sax.25' -7'Sax1B' IWO x3'-2' 31-101SaxlB l" x7-5' 4'-Z'Sax18' W S x7-9' 41-G'Sax1B'IWO x4'-0• C4-TOTAL) (4-TUTAL) C4-TOTAL) (4-TOTAL) 100-9 30Saxd6 3120x.087 3'SQ.x.125' 3'Sax18W 3*-wsaxiv Iwo x2'-8' 3'-2'Saxl IWO x2'- 3'-6'Sax18. 1B'/ x3'-,2' 3'-B'SO x18'IWO x3'-4' 100-C 3'Sax.I25' 3'SO.x lW 3'Sax.188' 3 1/2'SO.x.1BB' -b'SaxUr 1" x3'-'V 3'-9'Saxl IWO x3'-4• 4-1'SGL)dW I" x3'-B' 4'-4'=Lx18'IWO x3'-U' L 116-8 3'Saxl2s' 3'S2.x.l8W 3'SQXIBW -2'Saxle• 187 x2'- 3'-5 I" x3'-0' X-B'SGAIR' I" x3'-4• 3'-1 *=xl I" x3'-r 110-C 3'Sax.1PY 3'Sax18B' 3'Sax2-.>' 3 1/2'Sax 25' -7'Sax1B' 187 x3'-e 7-7'Saxl IWO x3'-5- 4'-2'Sax18' IWO x3'-4' 4'-6'SO xlir IWO x4'-W ATTACHED LATTICE / COMMERCIAL STRUCTURES TABLE B I!m SPEED MAXIMUM REPFEA = .6 / 4S.S P = / 492 / / "D MAX POST HEIGHT MAX POST HEIGHT Llr-7' ul-0' 14'-6' 18'-0' 9'-7' u'-o' l4`-6' IB'-Q' NO SLAB W/SLAB NO SLAB V/SLAB NO SLAB W/SLAB NO SLAB V/SLAB ID0-9 3'Sax125' 3'SQx.UW 3'S2.x.t88' -2'SaidB• IWO x2'- 3'-5'SQxIW IWO x3'-0' 3'-S'Sax1B' IWO x3'-4' 4'--VSQ_%dW IWO x3'-7* UW-C 3'SQ.xX!5' 3'SaxIBB' 3'SQ.x25' 3 VrS2,x1B8' 3'-6'Sax1B' IWO x3'-1' 3'-9'SaxIW IWO x3'-4' 4'-l'SaxlW IWO x3'-W 4'-4'Sax1B'IWO x3'-11' L 110-8 3'SMx12y 3'Sax125' 313Z •lsfr 3'Sax25' 3'-4'SaxIW 18'p xZ-LI. IWO x3'-2' 3'-UrSaxl UrA x3'-5' 4'-c-SMxUr 1" x3'-9' 11" 3'Sax12W 3'SQ-LBW 3'Sax.25' 3 1!2'Sax25' -7'Sax1B' IWO x,7-2' 3'-1('SQJdW IWO x3'-5' 4'-2'Saxl9' I" x3'-10' 4'-4.'SQ xlW 18 D x4'-1• AssENHLr x V® SCREWS, FOR DOUGLAS FIR LARCH 01ORTH) OR G 49, THE PART OF THE LEAD HOLE RECEIVING THE SHANK SHALL BE ABQIT SEVEN EMM THE DIAMETER J OF THE SHAH( AND THAT RECEVM THE THREADED PORTION SHALL BE ABOUT SEVEN EIGKM THE DIAMETER OF THE SCREW AT THE ROOT OF THE THREAD. THE 100-H 3'Sax.069' 3'Sax.083' 3'Sax.125' 3'Sax l88' 3'-rSaxIW IWO x3'-7" 7-2'Sax18' IWO x2'-1O' 3'-6'Sax1B' 1B'/ x3'-2' 3'-IJ'Sax18' Iwl x3'-4' WOOD 'SCREW SHALL BE 24SERTED IN ITS LEAD HOLE BY TURNING VrM A SCREV- 100-C 3'SQ IM' 3'Sa1c18B' 3 1/'Sax.23' 3 2'SO.x18W 3'-6'Sax1B' IWO x3'-1' 3'-9'SaxIW IWO x3'-4' 4*-1'SQ3dW I" x3'-e' 4'-4'Sax1B'IWO x3'-U' DRIVER OR OTHER TOOL. NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER 4 LUBRICANT SHALL BE USED ON THE WOOD SCREWS OR IN THE LFAD HOLES TO L 116-31 3'Sax.D83' 3'Sax125' 3'SO.x.19W 3'SO.x.18S' 3'-2'Sax1B' IWO x2'-1 3'-5'Sax19' IWO x7-W 3'-9'SaxIB' IWO x3'-4' 3'-11'SQxl 1E'/ x3'-7' FACILITATE IINSERTION AND TO PREVENT DAMAGE TO THE WOOD SCREW, 9 11R-C 3'S2x.18W 3 1/2'Saxlee' 3•SQ IBW 3 1/2-Sax 25' 3'-7-=-Ole' I" x3'-2' 3•-IO'Sa ac18' IWO x3•-6' 4'-2'S>,.x18' I" my-LV 41-61SO.x1B' IWO x4'-1' LAC SCREWS+ THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A x DIAMETER EQUAL TO 70 PERCEHIT IN WOOD FOR DOUGLAS FIR LAR04 CNOR!THO 4 AND A LENGTH EQLLAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. J THE WOOD SCREW SHALL BE IINSERTED IN ITS LEAD HOLE BY TURNIMXi WITH A SCREVIIIIVER OR OTHER TOOL. NOT BY DRIVING WITH A HAMMIER. SOAP OR OTHER LUBRICANT SHALL BE Im" ON THE WOOD SCREWS OR IN THE LEAD HUES TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE WOOD SCREW. BEAM TO POST CONNECTION TABLE D GENERAL NOTES AND SPECIFICATION& NOTES REFER TO SHT. 8 12 FOR CROSS-SECTID � T� BEAM P �li� TC BEAM TO POST L ALUMINUM DESIGN AND STRESSES ARE PER THE LATEST EDM13N OF THE UMN70M AND DETAIL CONNECTIONS '- -- - 1oo-H 100-8 BUILDING CODE AND THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION MANUAL_ 2. ALTERNATE ALUMINUM ALLOTS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED SNTm CO-5/8•fLL Gl]`3/4�LH. SHT11 CASSOCIATION AND HAVE EQUAL OR F,. GREATER YIELD AND ULTIMATE STRENGTHS. C3}-3/4'jM.L C31-I'/ M.HL CO-3/4• C3)-1'/ M H acv SHT11 SHT11 �L 3 ALL CONCRETE SHALL HAVE A MIrQMHN 28 DAY COMPRESSIVE STRENGTH OF 2,500 J� B O-H PSL CONCRETE SLAB SHALL HAVE 3 1/2' MINIMAL THICKNESS AND SHALL BE IN .0 CONDITION. N0. 21543 SHT1 CM-3/4'!IL C3�1 1 /4A41 p) 3/4'ML � 4. ALL FOOTINGS SHALL HEAR ON FIRM. NATURAL tMN-DSSTIJRSED SOD_ OR CERTIFIED �(g.9-30-Z005 SHR,II CD-1-0 MA CCU--t'1 MS , SHT11 C�-1'/ MI.B Cfl--t'1 MLL FILL DESIGN VERTICAL SOIL BEARING PRESSURE = IWO PS.F. CO FOR MEMBER SHALL BE F DE GALVANIZED ORELECTROPLATI� AND 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL OR CADMIXJM PLATED. ALL BOLTS SHALL COWC04 TO c+, CMIL �P A.STA A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE OF CAL, 7. EXPANSION BOLTS IO TSHALL BE HILrI KWIK BOLTS KH U CARBON ":EL OR EQUAL PER LC H O. ER MO. 4647. ALL. BOLTS SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF 6 BOLT DIAMETERS. 9. EACH INSTALLATION SHALL HEAR AN IDENTIFYING TAG GIVING THE NAME AMID TABLE FOOTNOTE& ADDRESS OF THE W"ACTURER, DESIGN LOADS AND ENCLOSAHILITY. A ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CDKLED. L C141CRETE SLAB amsTim OR HEY) CmFLETELY Stl1BND2 NEW FOOTING I.E., PRO.IECT, POST SPACING, FOOTING DETAIL, ETC Z CONCRETE SLAB DOES NOT EXIST AM NO SLAB WILL BE CONSTRUQM AS PART 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE O' SOLID OF THIS INSTALLATIDtI MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED M THE HORLZONTAL PR I ECTION AREA ¢ THE LATTICE, RAFTERS, BEAM, ETC PER r r a n CRITU" IL FOR ALL DETAD_ REFERENCES. SEE SHEET U OF 12. °"rr - F FOX ENGINEERING INC. LA COMMERCLAL ��' LATTICE TYPE COVER, AS MFG. BY, LC.H.Il. E.S. .� Na9<rzo6le EVALUATION 5580 OTELEGJ JAMES K FOX, STRUCTURAL ENGINEER L.L- 20 L 30 PSF �S.RAYMOND AVE. PRODUCTS, INC. 10 OF 12 REPORT NO. AMES G. FOX, CIVIL ENGINEER c56� '+� �® FULLLERTON. CA. 926M 9060 RAPH RD. DOVNEY, CASOL 806-1337FAX(.927-25t19 1D0-B. 100-C. 110-H L 110-C PHONE C714) 773-4031 SHEET 7 1 t/2' sa uTTncE .SSUE M-T UTTJ Q-3' EA.FOR LATTICE-TYPE W so x 22SSA& S►7T2 L-7'x 61x A23' ■ EA RAFTER CnF.) 7/81x 0'-7 EA. THRU-ETA FOR ROOFED- -TOTS x6'4 SEE TABLES � �� TYPE. FOR TtIE TYPE T 6T POSIV FOR TFIOUESSES 6? 1 BLES • POIT 1 RAFTER 70 SEE TA I .... SEE TABLE= FOR USE AS L tl '— �•ti�; FOR USE AS RAFTER. A.• �' �'. RAFTER •. 30Q4-*= 301+4 , 300,E S Pt-ATE 3OD+-H ON-UK" ALCM ALUMINUM EA�SIDE ALLMOlAJM REFER TD POST BASE CONK TABLE FOR THE TYPE aF STRUCTURE SELECTEI HEANACADER V/OW EL 24SERT 1 RAFTER 2 POST V/ SIDEPLATES 3 1 1/2' Sa LATTICE 4 LATTICE TD RAFTER CONK. S DB! - ANGLE POST BASE CIM 6 m j 3'x8'x.042• V/INSERT Fitt SIZE L NO. OF FASTENERS / AAA. FOR SIZE OF ST7TT ER/VASHER 3'x B•x A42' 440' 3004-H{36 ALUM HEADER/BEAM L GD- SEE COIiECTpIaI�pTABLE QF�OR THE PLATE. SEE POST BASE24 F ASHER 4' 03'3� 5 1 l !lv EA. MICE SElECTER Ot ROff CECTIOM TABLES A90' THC ' NDTE0 EA 7 �+ a1 SFT� 2OF RAFTERQ 1 �T F ASHY SE 6061-T6 CONNECTS Ol TAR-ES.� r NOTEi �ERLIIE Ab i I REFER To SHT. S FOR USE Or MDL EDGE DISTANCE. TYP. 7t�s ASTENER. DEA 2 t/z' LL-10 M.1 IL I 2 1/2' L1-20 • x �� ALUM ALLOY 6061-T6 J - —----- -- EA. STDE OF POST FOR Trw L NO. OF FASTENM / A m.. ' 3'x 8'x A42' l SAILS I mum A T �yza�rSr ARTICULAR AP TM COVER Oil RmFSEE COWIECTM TARS FOR THE ;Z21 w V/ CHANNEL INSERT 'W- 2 2'VW OR 1 VW FOR 6 1/ RAFTER L REFER TO SHT. 2 3' POST V= 3 Wr OR 2 7/B' FOR 9' RAFTER USE OF THIS CONK. POST BASE BRACKET / STEEL 77 POST BASE FLAME BRACKET/ALLBK 8 BRACKET / RAFTER TD (BEAM HEADER)Cq ANGLE CONK. a RAFTER/HEADER BEAM lQ 'LY BRACKET - GENERAL 11 DBL. ANGLE GCiNrI a HEADER/POST 1 SIZE L NO. OFF / A.BL% LK 61 Up d6i2•d 3� �• RAFTER e W WPOST SrZE OR pii EA. �mE ALIK KL '3 24. OL NAIL «~ i- ^CONNECTION TABLE FUR E5 SEE TABLES v� RAFTER 2 a /� `+Q 2-69 SMS EA. SIDE 24. OL MAX NAT. GRADE 3/4' bST 9 it a ■ m 4- o ■ 3/4Yic it CD-m SMS EA 6' MM i 2' LONG BOLT LEG TO BEAN L sms � TBy � 4 r T}itU POST ( W NO 21543 ' 4' RAFTER EA L E TO RAFT!>Z 6•. #10 TO {RAFTERMI 4- 0 1/2' tmi EXP.9-30-2�a5 N .S , SEE ® L ® 'U'-BRACKET EA. RAFTER 2-420 WIL SCAEVS LL.eo SKTu FTQ SIZE 1603M33' r? flocVII S ALL �ESIZE L H[L OF FASTE1E7iS / A Ss, FNam OR SIZE L NO OF FASTENERS / A Hs. SEE TABLES cS'T,Q l �P IFIIOI LDADT Ct EpCT�IDI�TAB�LyE�FOR�T� SEE CONNECTION TABLE FDi THE �OF CAL1� SEE SHT. 10 FOR ASSEMBLY MTiiE PA � OR ROOFS USE FOtt FREESTANDING [MY WALL CONNECTIDN RAFTER To BEM+ / HEADER Cnw. 4 4 RAFTER TO BEAM / HEADER COW EMBEDDED POST 5 6 1/2' SIDE PLT. E/r �DE PTO�T BASE FOR DISIDE SCREW 4 SMS �� 1 Fm IT1T PER POST SCtEED. L_ 3 TABLE FOR THE STL- POST ACCESS. AS SIB]Vfi �Ui61 2 SEE POST AT SLAB, SHT. tt TYPE QF STRUCTURE a 8r• 2 SEE FASTENER / DETAIL 24 3' SM x A24' POST THE PARTICULAR 4-l14 O<t 6 •1 A$ TABLES FAR 14 SMS EA. _ SMS EA J� PATID t>1VER OROR NO SHO N NS 6MID HQGHT L T1P! BOT7D1,1 1/2' SH£ET 6.T�• 6 1/2' RAFTERMID-HEIGH W SMS EAEWT. x� ROOF STRUCTIItE BRACKET2-#14 SMS EA SIDE EACH SIIE 6 �. RAFTERW>� 2 12' �'�cicn PEF DETAIL OR ® SHT. 11 KSIlE PLTJEJL SIDEuo � 2 1/2'q�3' SKL POST BEVTEENN�z3 2 �• �� CONC F01T'G IS A POST �� SIDE PLT. =ca M1-OY 6661-T6 CUBE. SEE TABLBETWEENES Fp� L ![l ASTENERS A.1s. PLATES � d 3'SKL STEEL KauMN FOR SIZES SPEI_ CTIIIi ABLE FOR L4'/ BOLTS MAY BE USED SHT- U 1/4-/ BOLTS MAY BE USED �"GEE FAR PATIO COVER OR RC13F 1 4 AS ALTERNATE TO a4 SMS OR RmF STRUCTURE - POST mu: FLANGE BRACIO=T/ALUM.C9 BEAMMEADER TO POST CONN.Q BEAN/HEADER TO POST CONN. BEAM/HEADER TO POST CONK. POST TO FOOTING CONN. POST TO SLAB CONN. LC.B.O. E.S. �Tc 1-99 CO POWTS L LATTICE TYPE COVER, AS WG. BYi .� mm 94-20618 FOX ENGINEERING INC. DETAIL CONNECTIONS UNITED DURALUME PRODUCTS, INC. EVALUATMN r JAMES M. FOX, STRUCTURAL ENGINEER FaB 350 S. RAYMOND AVE. 11 OF 12 REPLIRT N❑. 5580 E G. FID(, CIVIL ENGINEER c562) LATICE-TYPE PATIO COVERS L FULLERTON, CA 926M 1-6-- - -JAMES 0 TELGRAPH RIL DOVIEY. CA.Me 906-t337FAXM2'7-2509 � RO¢ STRUCTURES PHA C714) 773-4Ml SHEET SEE SHT. 10 FEW ASSEXILY SEE BHT. 1D FOR ASSEMBLY ix FRN� INS I RUCTIONS FEN MIDI FUR FASTENERS SIZES i SPACING INSTRUCTIEM Flat WmB SCREWS T. NFL- ANGLE NATERIALj 3004'NSG ALMB SEE SC HEM 13, SHT. 12 OF 12 FOR 2x FASCIA SD4LB_E x' DR. ANGLE Q-5/B' T}BtU BOLT.*?XAMNGLE ZEE PANEL '�. ca)-s10 SNS EMIALY SPA® -3x3xL4•x tt-3' CD-I/LP/ THRUHRU OLTf. �L ANGLE E IN TABLE BHT. .30' !10 T E THOU PANEL L O[7CS FOR FASTENER �i ;PACING i AT EA. CANT wt •ui E=1 RAFTS a SHT. 12 lF 12 0 LA R.F. LARCH ROF PANEL j !;AL HANGER 5 > I2TYP. TYP. 30- Ix FASCIA OR 2x F DID SMS AT EX CONTACT 'L' MAX MAX ALLOW t4 E)= VAtL EXIST. EAVE OJt SEE RAIL. 7 BHT. 12 SHT. 12 O' 12 q� 4' ROOF PANEL 1 'J' RAIL ATTACHMENT 2 EXISTING EAVE ATTACHMENT 3 G Cy 208 A2Y Air FASTENERS DIRECTLYASCIA 4r Z 1543 T a31 ° R �O ® .025 R R t s FULL R ` 4 I/FULL EXP.9-30-2005 Ls 3re * .4 w o5e' 4237' ; �, � �, s CM1. �P 3.362' o REF. C ALA Lti AUrRXAUrDErr.P �; 2b25' .'moo Alrxw zor 2�5' g Ca � i ' 90•xmo'DP� 035• VDEFPxSV- OED SURFACED_ ' Q$D RCAF ' YPJ EXPOSED SURF .124 DOS —J -_J 3l5R m0'x90'DP. .OIO'1>�x9Q' 3 'G' HANGER 2 'J' RAIL MATERIAU 3004-Fi36 ALt1�Qrl1l)! CT1�PJ 3 1/2'-'J' RAIL �3—.? RAIL 'C' HANGER 12' x 3' W PAN 4 HANGER •a RAIL PROFILES ALUMINUM ALLY 6063-T6 5 HANGER / RAIL FASTENER TO FASCIA, WALL C STUD, MASONRT OR CONC.)vim AT 2x FASCIA A • otg 1/r PLASTIC PLUGS 4 SMS DESIGN V/ SDf'ZN A35 AT Is, r_ A7 OR ue FOt DVSTIlE SCREW LL=10 LL-m LLB LL-10 LL�O LL=30 LL=10 LL�O 14ATERIAU� 3004-H36 ALUMD" 4-s14 OR E-Ol '. a � : CONCRETE 0_ �S` AS SF� 70 A C C H H J K R-M SMS EA. J 90 B C C H H K �T4)' L125' NK4 SMS EA. SLZ>E TO' J< 100 C F H H K MID-HEIGHT i ! 211 , �i A�7� 0 D C C G H H J K W a[ EAO� R TE) OF LAG SCREW �i IN TABLE. BHT. 6 OF 12 C i/2' RAFTER Mo = ' A-V4'0ml 1/2'912' OL E-3/8'hc 1/e@16' aC rl/41ba 1/8'els' A.B. CSIDE PLT.�R SIDE SHT. U ->> > W Bx3/8'1x1 1/2'!16' O.C. F=7/16'Bx2 1/2'Ll6' O.C. K=1/4'hd L4reI2' A.B. �• 3' S4 POST �YtEEtI NFU- Cr3/9'/xl 1/2R12' O.C. G=7/16'Ix2 1/2'!22' O.C. ^ SIDE PLT. `uu IL � p�T �rnr- D=7/G-W 1/Z'!12' O.C. H-3 1/2.1"- O.C. • waI I PLATES SIDE EXIST. RAFTER ALLOWABLE EAVE ALLOVABLE DECK SPAN B tag 1/4'2 BOLTS MAY BE USED 1/4'/ BOLTS MAY BE USED SHT. U AS ALTERNATE TO s14 SMS AS ALTERNATE TO si4 SMS RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL-30 FULL OR 16. O C. 14•-5' T-4 4•-5' 12' x 3 1/2' W PANEL 6 BEAM / HEADER TO POST CONN. FULL OR 24. O.C. `moo e'-r 4•-3• -5• 7 BEAM/HEAIlER TO POST CONN. 8 t4-TDTJ� R `� ra XGTULL OR 24' p.C, 2'-Q' it-5' 9'-1• 5'-6' 1•PMT FACE O"j3*SlL Ott -s SMS EA 2'x8' FULL 24' O C tZllt 12'QC93L-- 60 MAX. O.H. NIfO SMS RAF `TAD_' Sm ROF PAN V-0• 2 Rtg PAN 6 1/P' ALUK BRACKET X 6 V-e Ca s10 SMS EA. SIDE. 4-TOT. $HT. 6 12 CD tF10 SMS !L76' x / FLAT P 4- 6 1/2' tg-V �� BOTTOM OM TOP i BOTT[M C2-TOTJ 2 L4' 7 ALUM. BRACKET X 8 1/2'x2'xA24'RAFTER 4. BHT. 12 5 RMAJ13 " GUTTER 61/r xrXA244- MA K BRACKET X 6'x2' FLAT PANEL 9 RAFTER 'TAIL' AT SIDES ao RAFTER 'TAIL' AT FRONT 1 RAFTER 'TAIL' W/ 6' x 2' FLAT PANEL I.C.B.O. E.S. MIX - L LATTICE TYPE COVER, AS MFG. BY, .� mm 99-206is EVALUATION F FOX ENGINEERING INC. DETAILS COtPECTIDMS UNITED DURALUME PRODUCTS, ING REPORT NO. 5580 E JAMES M. FOX, STRUCTURAL ENGINEER562) �E� TYPE 350��Y CA 92A� 12 OF 12 .JANES G. FOX, CIVIL ENGINEER 9060 TELEGRAPH RA DOWNEY, CA.9w4c 906-1337FAXM27-2509 PATIO CIIVERS PHONE C714) 773-4Q11 SHEET T T R.A. 005-028 379// /4 POR. RO. LA LAGUNA SEC. 3, T65.,R5W. /7 1", _L / AI!�/'1/ li I 98268-7/T3 758P //77 .1 t /9S I Z 8, 228, PN B2/SS S/ Z '1 I Por.3t � 0. AL`f 1 I l V 15 AW 82155 zo 3.53Aat 5.29AC..f GR. 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L o Laguna =_ 5/75 -P,3-; l,YY 50 5/,52 6/73 -807 YJ � -� P. �1. 82/55 Force/ Mop -/3633 _ 9/TB 30 53-36 //75 6,/4 __ P4-27_ u/B/ 2-TB 5( PG:29 P M. 27/36 Porce/ -'Map 7845 .. Q fTA'See' Me 4/76 / 29 II"8-/J PS6//7-8 I2/78 /0,// ASSESSORS MAP BK 379 PG// _ 57 58,59 Z9 , a - //79 58 60,ST //Y7 IY R/VERB/DE COUNTY, CAL IF � - 59 6/,ST. I A I♦AO /077 !I