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0111-080 (PAT)N_ LU W O �.M Q Lr) W r- 0 CCD 0- o I— wWr` I— a C/) Z Cl) LO N ON . U Q 0_ Z ,F ---O X W W — C0 O Ii 0H ,It Z obO J LICENSED CONTRACTOR DECLARATION : I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. ' - License # Lic. Class Exp. Date 'Z?at�s r �y �j f)3 D 041 Date Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ()sI have and will maintain workers' compensation insurance, as required by �Erction 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: CarrierSW,ATE FUND Policy No. 311J-014006454 (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California and agree that if I should,becohae subject to the workers' compensation ptovisl n"s of Section 37001.ofAI a Labor Code, I shall forthwith comply with .hose pro ions. f i Date:.,-',(/,! 41 Applicant Warning: Failure to secure Workers' Compensation coverage is unlawful nd shall subject an employer to criminal penalties and civil fines up to $100,00 p� addition to the cost of compensation, damages as provided for in Section 3Yd7k of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Sa y for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each persoat whose request and for whose benefit work is performed under or, pursuan o any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and'employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating,to the building construction, and hereby authorize: representatives of this*City to enter upon the above-mentioned proper or inspection purposes. �r' /f Signature (Owner/Agent) -^4 ^' Date BUILDING PERMIT PERMIT# TRACT DATE VALUATION LOT TRACT 1 JOB SITE APN ADDRESS ^ OWNER CONTRACTOR / DESIGNER / ENGINEER SIO, "filITi�kf i't i 1�NIy SCROW '.�33 L3 ,Q. 72x1 +(t \19.205:DE'ZERTST� STREAM 80.661 IM�.'�' MCTI, LA QI_f'FN'1A CA 192233 INW1I'O Cry} 92201 (7,60)347.0592 C''Bl q 49961 USE OF PERMIT RATIO Ad,UA#AW 0V t.r1.TTIC'E lPr4TIO L'•O'bgFA 20 SQ. FF. ( K-,80 2631 P) PLAN CHRX FEE 101 -000-439-3, 18 $40:9$ f::C?) r1+'.,UCTY0N e4?3b ; 1 to 1-000-4i 18-000 $6100 �JTA"fO'gtr# N1101'tC. W FEE-:.USID� 101.000.141-000 Uo NOV 09 2001 CITY OF LA QUINTA FINANCE DEPT,. r C !�tiLJCF.'t:ION AMD PLAN $104.45 i i>R 4dDRkSIa Mwd RECEIPT DATE / BY DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls _ Party Wall Insulation _ _ Party Wall Firewall Exterior Lath Drywall - Int. Lath Condensate Lines Final Final J /Bol C3,'6bVEC_ BLOCKWALL APPROVALS POOLS - SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Rxtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: . . is � . � � ,��� c � � ti.<� �-1 o � S � � ' is { C ' / 37 ALIAL BOX BFAu OR n n 12 CA STEEL r BEAM L6/JiOFR . I. ►(R11sPAN FREERA.ILD!N, IATTCE STRUCTURE _r�, �l ( MLEM SPAN) SPAN .. two E Jr^ OR uo SPANS 6' YAX r x 6, ALuu. RAFTERS O 24' O.C. UiRCE 1NER}INIG 16" FOR 1 1/2' x 1/2• WL OVANG J� t� MUM HC rx Ex L2 Gt +� g�'c1Sa�JY�q,QY OF CEFAR SPAN �}�, otos DETAIL 123% aa`t ,�,p OPT..3 1/2• COHC. SLAB--"" o Y Y FORSCEE E / OPL' 3 1 2" CONC � SEE NOTE f 5 ON SHEET 97GN02 I I J V� SCHEDULE d .a. Q�0 �t�p 33X NAX O'HANC 1 SINGLE ATTACHED LATTICE STRIRUCNRE VAN � 2" X 6 1/2" OR 3" X 8" ALUM. RAFTERS ®24" O.C. r LATTICE tu1L o1lrNc 25% OF 0.018" x 1 1/2" x 1 1/2' 3 t OR 7'O.C. J �B• y2 9'4Y� %0. COUAOI SPAMG SEE SCHEDULE FOR W1111OCS ALL comm O x " 6. 0 OR 2 x 4O 8 O.C. A►B J• !� 1'+ TO3 C41Y. 12' CONC. lyp' % OPT./. pF7" plX ICA JF ° S "W 2WlYVEFN MORE 1WW � y�a�6 e o LIULTISPAN FRFTt7euniur. LONG Stm � R � 3 1/2. CONCRETE Sl/8 .;�• I m Z a I SEE SCHEDULE F WING SUE � - a SINGLE SpSPANEF_SFANDIN. � � 1- 1/2" /X 6" o UCKER �1( LATTCE SMUCTURE �:� ST_ BAR AS SHOWN / TW E m nY IL �•�— E E FOR nr0.. F� IN SM LONA. u?!' R O 1 1999 DATE REVISION DATE REVISION —.-� Dv ,w >w ,�, Q� f :s�� ;��3 OVERIUNG � OVERHANG � o q(Il, � �• � NO• 2 0 1 Ame]�mag Engineering Servlces (A 206 Kisco ���.yp��� — Str..1 Brtwtol, IN 46507 FREESTANDING STRUCTURE s Il �P qlF CALIi WAJF 'CBO F5. EVALUATION REPORT N0. 2621P . ATTACHED STRUCTURE NONE rvmw,7i 09 STRUCTURAL CONFIGURATIONS TRIBUTARY WIDTH (TW) DIAGRAM GINEERS STAMP 7/98 N�u 97SCO2 S 2 OF 2 -�a -v% GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) NOTE: EXPOSURE "B" HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR SURFACE IRREGULARITIES COVERING AT LEAST 20 PERCENT OF THE GROUND LEVEL AREA EXTENDING ONE MILE OR MORE FROM THE SITE. EXPOSURE ."C" HAS TERRAIN WHICH IS FLAT AND. GENERALLY OPEN, EXTENDING ONE-HALF MILE OR MORE FROM THE SITE, IN ANY FULL QUADRANT, S. CONCRETE MIX: Fc=2500 PSI 28 DAYS. APPENDIX CHAPTER 31 DIVISION 111 PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE COLUMN LOAD IS 750f OR LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN V-6" OF COLUMNS. COLUMNS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OF SLAB. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL ALLOWABLE SOIL BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUCTURES SUPPORTED BY FLAGPOLE TYPE COLUMNS ARE NOT ADVERSELY AFFECTED BY A 1/2 INCH LATERAL GROUND MOVEMENT AND FOOTINGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 200 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH. SOILS OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL .INVESTIGATION AND SPECIALLY DESIGNED FOOTINGS. FILLS MUST BE PLACED UNDER A LABORATORY CONTROLLED COMPACTION SUBJECT TO APPROVAL OF THE BUILDING OFFICIAL. 7. ALUMINUM BOLTS TO BE 2024-T4. 8. COMMERCIAL STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY NOT BE USED FOR PARKING OF MOTOR VEHICLES. 9. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 10. STEEL BOLTS SHALL BE ASTM A-307. 11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 12. STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVANIZED OR DOUBLE CADMIUM PLATED "AN" BOLTS. 13. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. 14. EMBEDDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM -OILY SURFACES. 15, PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH APPENDIX CHAPTER 31 DIVISION III OF THE UNIFORM BUILDING CODE 16. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR COLUMN. 17. PATIO STRUCTURES MAY NOT BE ENCLOSED.- 18. NCLOSED"18. STRUCTURES MAY BE ATTACHED TO RAFTER OVERHANGS PER SCHEDULE. 19. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL. OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH U.B.C. SECTION 2004.3. GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS 97SCO2 AND 97LT01 THRU 97LT06.) 1. SEE GENERAL NOTES, SHEET 1, SECTION 4 FOR UVELOAD AND WIND LOADS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. DATE DATE I REVISION -,1 h `, AALMDmVCF80DM-MNQ Engineering Services ZO6 Keaco Sfreet NC. 260 BrlWol, IN 46507 DRUN . KG fgln 'V FeQ�\P NONE ONRPART GENERAL NOTES EN P 7/90 N 97GN02 2 OF 2 �a L1 HEADER (3006-H391 ALUM. ALLOY) 218"Am- 11 .018" Q LATTICE t=0.024 (3105-H25 ALUM. ALLOY) OR 0.032 2 3/3'. m . RAFFFR (3006-H391 ALUM. ALLOY) O COLUMN (3006-H391 ALUM. ALLOY) 6- //88 SYS EACH RAFTER HANGER I1 �• 1 i EACH X HANGER RAFIFR `, 2-114 SYS �147 BRACIO=T USED W\2' X 6 1/2' RAFTERS BRACKET USED w/3' X 8' RAFIE7t5 © RAFTER TO HEADER CONNECTION BRACKETS (6063-T5 ALUM. ALLOY, 't'=.040-) 2'x61 2'OR3"x8' SEE SC EDULE FOR SIZE (� J TERNATE 2— 2"X 6 1/2' HEADERS IN PLACE OF " 3'X 8' HEADER WITH POST A: SIDEPLATES 3'X 3" POST L11 ALTERNATE 2-2' X 6 1/2' HEADERS . 2-1/4' BI 1/2IDLs EXPANSION OR MPR COLT O STEEL CONNECTOR FOR WOOD COLUMN CONNECTION fe X 2 ' sus FOR 1 1/2' LATTICE- X 5/8* SYS FOR 4' MAHIGWITH 1/2' PLASTIC f PLUG. UY. RAFTER ® LATTICE TO RAFTER CONN. WOOD LEDGER- 2 X DEPTH 2 - SIDE 14 X 4 3/4' WOO ALUM. E M71NG SCREWS 0 16' OR RAFTS STRUCTURE ALT. STYPSON HANGER SHOWN 6R PER LC.B.O. 2- /8 x 1'SCREW E.S. Ev. 1258 EACN SSE ® ALTERNATE RAFTER TO WALL CONN. 3' X 8' HEADETt VD' .5• HFIDDi (4 j14 SUS 1 /2' CCH SO Dol PLASTIC PLUGS - SEE DEIHL mmL11' OSIDEPLATE 4- f 14 SYS S SIDEPLATE-r(imo- f E$ 3' x 3' ALUM 2 REQUIRED ONE EAC COWUN t� cuccuc SIDE OF CDLUYN L12ALUMINUM SIDEPLATE TO HEADER CONNECTION DETAIL zI CIV ENGINEERS STAMP DATE I/I' DIA PLASTIC PLUG BOX ON BOX SSus ECTION NOTE USE PLASTIC PLUG TO FILL 1/2' DUA ACCESS HOGS USED WHEN AlTACHING S.Y.S INTO ANOTHER BOX SECTION IN WHICH THE SYS LENGTH WOULD D(CETD 2 1/2'. L10 PLASTIC PLUG DETAIL REVISION I DATE e Engineering Services 206 K.eco St—i 81W.I. IN 46507 URAXN M. KG . NONE OR PART COMPONENT PARIS d COtOiT:i10N DETAILS FOR PATIO 3 COUL*MCIAL LATTICE STRUCTURES i�sa Y 97LTOI 1 OF 6 L- 192' FOR 2' X 6 1/2' RAFTERS � lL, Z92" FOR 1' X e' RAFTERS 2- 8 SIS ryp SIDE y 2- 10 X i 1/C l' WDOD ' o�R INTO WET -1V sus L6 RAFrER HANGER I/I' DIA PLASTIC PLUG BOX ON BOX SSus ECTION NOTE USE PLASTIC PLUG TO FILL 1/2' DUA ACCESS HOGS USED WHEN AlTACHING S.Y.S INTO ANOTHER BOX SECTION IN WHICH THE SYS LENGTH WOULD D(CETD 2 1/2'. L10 PLASTIC PLUG DETAIL REVISION I DATE e Engineering Services 206 K.eco St—i 81W.I. IN 46507 URAXN M. KG . NONE OR PART COMPONENT PARIS d COtOiT:i10N DETAILS FOR PATIO 3 COUL*MCIAL LATTICE STRUCTURES i�sa Y 97LTOI 1 OF 6 LX 2' X 6 1/2' X 0.024' SIDEPLATE 2 REO'D. ONE ON EACH ADE OF COL 11D1. 37 8' HEADER 6- +14 SLS EACH ADE n 3• ALUM. COLUMN 5 113 6-J14 SMS ALUM. SIDEPLATE TO HEADER CONNECTION DETAIL 2'X61/2'X0.024' SIDEPLATE 2 REO'0. ONE ON EACH SIDE _i/ ' OF COLUMN. '7( 8' HEADER 5' } 33' 14 d 33 3' X 3' COU111N . S• L14 8-$14 SMS ALUM. SIDEPLATE TO HEADER CONNECTION DETAIL HEADER SPLICE MUST eE CO EKED ON COLUMN, 2- j14 SLLS o EACH SIDE 3' X 8' HEADER o 0 2- Z' X 6 1 2' SIDEPUIES 3• ONE EACH SIDE OF COWMN COLUMN L76 HEADER SPLICE DETAIL 3"X 8" HEAD 2- 2•X 6 1/2" SIDE PLATES ' ' 16- /14 SMS 2- 1/$ LAYOUT SIDE PLATES PER 3-X 3" STL COLUMN COLUMN 2- 2'X 6 1/2" 2- /14 TEK ONE EACH SIDE 1'X 3'X .66 X 0.024' SID PLATES ALUMINUM 10- /14 TEX 6063-T6 5 EACH SIDE 4- ONE ON 2- /14 TER ' EACH SIDE OF ' COLUMN 1' i /2 3- STF}1 COLUMN G3 1/2" COLUMN TO 3• X 8- 'C' HEADER CONN. SIDEPLATE iSrDEPLATE Y COLUMN PLUCS PIASRC 14 SLLS, 4 EACH SIDE OF COLUMN FOR CONC. SLAB OR CONNECRON FOOII 4- 114 SMS EACH SIDE OR ALTER 2- 5/16' 1 BOLTS 0 ALUMINUM SIDEPLATE TO, COLUMN CONNECTION DETAIL NO. ENGINEERS STAMP 03 is s' 758- /14 sus / EACH SIDE ALUM. 6063 -TS 4m-�-2- 0.060" BRACKET /14 TIX ONE EACH SIDE 10-/14 TEX - 3'X 3'X .048 5 EACH SIDE II STL COLUMN 2- 2'X 6 1/2" % 0.024" 510E PLATES 2- 2'X 6 1 2- 3': 8• "C' X 0.024' SID PLATES WRAPPED HEADER I6- /14 SMS 8 EA61 SIDE 2- /14 TER TO HEADER 10- /14 COLUMN TO BRACKET 5 'X 3" STEEL EACH SIDE HEADER 117 3' X 3" COLUMN CONNECTION TO 3" X 8" 'C' DATE I REVISION I DATE I REVISION Am a iivad Engineering Services momm ix 206 K.aco Strut Brirtol, IN 46507 XG ALL: NONE LOREART COMPONENT PARTS k CONNECTION DETAILS FOR'PATIO h COMMERCIAL LATTICE STRUCTURES 7/98 M 97LT02 2 OF 6 8- #10 SMS EACH 3'X 8' ALUM. SIDE . ice - 2 3/4-X 9'X 7 GA. 4- j14'SMS- 2 EACH STRAP �EA� IDE OF 3-X 8'.ALUM. H� SIDE OF SPUiE 2- 2X 6 I1/2' ALUM. HEADERS o l I loil 1 5 1 2' �1/2 'T' STRAP 7 -GA. 1 2 2'X 6 1/2'X .024' 1 e I , TMP• 1/2 i 4- #14 SMS 'X Y. EACH SIDE OF 4' ALUM. SIDEPLA 1 6- 14 SMS 3-14 SMS o 4- 114 SMS EACH T EACH SIDE ALUM. HEADER, STEEL , EACH SIDE OF SIDE OF COLUMN 2'X 6 1/2' ALUM. COLUMN Fy= 33 ksi 3'X ' ALUM COLUMN EACH SIDE COLUMN SIDEPLATES- ----6- #10 SMS EACH 3'X 3' ALUM. 3'X 3' ALUM. WITHOUT SIDE_P_LATES SIDE WITH SIDEPLATES COLUMN COLUMN WITH SIDEPLATES END VIEW ALUM. COLUMN & WITHOUT SIDEPLATES � SPLICE DETAIL HEADER.CONNECTIONS DOUBLE 2" X 6 1/2" HEADER C NN 1 3/4' 4 X 8 (3 1/2'X 7 2" WOOD HEADS 1/ " MIN. L19 COLUMN CONNECTIONS FOR ATTACHED AND 0 ECTION FREESTANDING WITH SOLID ROOF COVERINGS 4x8 (3 1 /2'x 7 1 /2� WOOD HEADER I 2 3/4'X 24'X 7 GA STRAP EACH SIDE OF HEADER X 8 (3 1/2•0 1/2� 4- 1//2" 0 i I 4X 4 (3 1/2-X 3 1 2 2' 2- 1/2' 4 BOLT$ 2X 6 (1 1\2'X 5 1/2�J v BOLT WOOD COLUMN EACH SIDE WOOD SIDEPLATE* WITH SIDEPLATES WITHOUT SIDEPLATES 1 / 2X 6(1 1/2'X5 1/2� 3- 1/2' 0 BOLTS 4 X 4(3 1/2-X 3 1/21 WOOD SIDE- EACH SIDE L21 WOOD ALTERNATE FOR DOUBLE WOOD COLUMN PLATES END VIEW 2 X 6 HEADER. CONNECTIONS WITH SID PLATES q:) ESSI h - DATE REVISION DATE REVISION 2X 6 WOOD SIDEPLATES 4X 4 WOOD WITHOUT SIDEPLATES COLUMN WOOD HEADER �1/2'O.BOLTS 4 j��11/2' 0 STL 80LTS�j �4X 41WOOD 6d NAILS 0 2' O.C. I COLUMN NOTES: FOR COLUMN TO 1/2' 0 STL_ FOOTING CONNECTION SEE _= BOLT DETAIL 'AV COLUMN CONN. ® FOOTING L20 WOOD ALTERNATE COLUMN CONNECTIONS FOR ATTACHED AND FREESTANDING STRUCTURES m lag Engineering Services N0. 2607 'O ttt 13aI mmoDum T4G 206 K—co Str."t MOM. IN 46507 CIVI ��a`P KC - OF ` COMPONENT PARTS k CONNECTION DETAILS NONE NAME FOR PAM h COMMERCIAL LAME STRUCTURES XINEER AMP. 7/98 NEW 97LT03 3 OF 6 2.3 2.3" 2.3" 3"X 8"X 12 GA.' STEEL "C" BEAM 12- #14 SMS - 3"X 3"X .040 ALUM. COLUMN 6- #14 SMS• PER 2� (ANGLE) - 75" 75' 5" 8- #14 SMS 75 75" % EACH SIDE PLATE ��� /- EACH ISIDEMS `2-#14 TEK I WRAP W/ 3" X 8" ALUM. BOX BEAM 3"X 8" HEADER 2- 2"X 6 1/2" LATES .5" �oQ�1fLS$IOyq L22 DETAIL 3" X 8"'o 2.3 2- #14 TEK 6063-T6 ALUM. JT CIV% ��\P • 1/4" SIDE ALUM. 6063-T6 NONE OR PART COMPONENT PARES & CONNECTION DLiIJLS ONE EACH SIDE PLATES 2.3" 16- #14 SMS LAYOUT1 W2- 4" FILLER COLUMN SIDE L ALUM. 6063-T6 PER 3'X 3'AC 10-#14 TEK . #14 TEK COLUMN 3" X 3" E EACH• SIDE `2-#14 TEK I WRAP W/ 3" X 8" ALUM. BOX BEAM 1'X 3"X .06" 10- #14 TEK ONE EACH �oQ�1fLS$IOyq L22 DETAIL 3" X 8"'o N0. 2607 agEnglneering Servlees A.ML..'erizos K ... o srr..t 2- #14 TEK 6063-T6 ALUM. JT CIV% ��\P • 5 EACH SIDE SIDE ALUM. 6063-T6 NONE OR PART COMPONENT PARES & CONNECTION DLiIJLS ONE EACH SIDE (4) -ONE ON EACH SIDE OF ENGINEERS STAMP 7/98 Me 97L7oa 4 OF 6 1"X 3"X .06"X 0'-2 3/4" 0.060" BRACKET COLUMN L ALUM. 6063-T6 10-#14 TEK 1• 3" X 3" 5 EACH SIDE STEEL COLUMN STL COLUMN 3" 2"X 6 1/2" X .024' SIDE PLATES 2- 2"X 6 1/2" X .024" SIDE PLATES 2- 2"X '6 1/2" X .024" SIDE PLATES 16- #14 SMS f 3"X 8" BOX 3"X 8"X 12 GA. "C" BEAM 8 EACH SIDE PLATE BEAM WRAP -2- #14 TEK DETAIL 3" X 8" - 1 FOR ATTACHED STRUCTURES PER 2f (ANGLE) WITH FREESTANDING FOOTINGS COLUMN TO WRAPPED 3" X 8". X 12 GA. 3"X 3"X .04" ALUM. COLUMN 'C' BEAM HEADER CONNECTIONS L23 3 X 12 X 12 GA. STL. C BEAM WRAP W/ 3" X 8" ALUM. BOX BEAM DATE REVISION DATE REVISION �oQ�1fLS$IOyq L22 DETAIL 3" X 8"'o N0. 2607 agEnglneering Servlees A.ML..'erizos K ... o srr..t FOR ATTACHED STRUCTURESa Bridal. IN 46507 JT CIV% ��\P • KC qTE OF C �� URAVANG NONE OR PART COMPONENT PARES & CONNECTION DLiIJLS NAME FOR PATO k COMMERCIAL LATTICE STRUCTURES ENGINEERS STAMP 7/98 Me 97L7oa 4 OF 6 L24 .ALUMINUM 'H' BRACKET FOR CONNECTING -COLUMN TO HEADER (6063-T6 ALUM. ALLOY) L25 10 PSF-70 * & 90 MPH WIND SPEED 3'X 8' HEADER 00 00 3'X 8' HEADERS T :� _� o SJ 0 0 .0 00 /14 SATS 1 0 )'S-//14 SYS INTO 2-114 Sj14 SUS • SEE NOTE o HEADER k COLO ID HXER k COLUM HEADER -TO HEADER AT LEFT ON EACH SIDE ON EACH SIDE 4-/14 SCOLUMN .NOTE- COLUMN SIDE WHEN INSTALLING 37C 3' COWYN 2'X 6 1/2' 3i( 3" coWUN 3�C 3 SIDEPLATES To COLUMN SIDEPLATES WITH FOOTINGS YOU MAY FASTEN SYS ON SLAB ,QpL S WITH FOOTINGS IN A SINGLE ROW EQUALLY COLUMN W/ SIDEPLATES' COLUMN W/ 'H' BRACKET SPACED DOWN THE COLUMN "E PSF 0 PSF G X 2 BOLTS FOR VE LOAD /8' X 3 1/2" SF LIVE LOAD SLAB OR FOOTING L27 ALUMINUM FOOTING BRACKET FOR CONNECTING COLUMN TO CONC. SLAB OR FOOTING (6063-T6 ALUM. ALLOY) L26 20 PSF-70 k 90 MPH WIND SPEED 3 e' HEAD 00POWNDWE. 00 3TC S' HEADER T HEAD 00 00 0 OO O O _ 2-/ 14 S4 SMS o looHEADER4k COLUMN HEADER-T0I HEADER SMS INTO SEE 0 ON EACH SIDE "114 SCOLUMN NOTE ABOVE COLUMN E 51DEPlA 3�C 3' COLUMN 3'X 3' ON WITH FOOTINGS ON SLAB WITH FOOTINGS COLUMN W/ SIDEPLATES COLUMN W/ V BRACKET 'NOTE: L28 30 PSF-70 k 90 MPH WIND SPEED WHEN LNSTALUNCSDEPLATES TO COLUMN YOU MAY FASTEN Sus W A SINGLE ROM EQUALLY SPACED DOWN T1E COU1141 a'"IHIEAM]7( a• HFi�DF]tY HF/,pEp.�Y/oY_{L♦ sus INTO ° -/I4sus art° ° 1a mFONDE= SODS COLULal ON F.1G)la SIDE yN I CpNHEAA�NOTE ADOvE3Y ]' COLUMN ]�( ]' IXt- Qji�L� WITH FOonNr S ON 51 AR WITH FOOTINGG COLUMN WITH SIDEPUkTIES COLUMN WITH •H' BRACKETS DATE REVISION DATE REVISION -F++ --FOOTING RACKET NOTE: WHEN #14 SMS ARE USED, INSTALL THE .SAME NUMBER AS FOR FASTENING SIDEPLATES TO COLUMN AND HEADER. m , NO. 26070 + #V�Mcfimax Engineering ServIcaa �.� 206 Kisco Street BHOW. IN 46507 SP CIVI �� DRUM ur KC qTF OF CAL COYPONEM PARTS h CONNECTION DETAILS NONE OR PLATT FOR PATIO h COYMERMAL LATTICE STRUCTURES ENGINEERS AMP 7/98 97LT05 5 OF 6 X 3' X 8" BOX BEAM HEADER ALUM. "H" 3' �f 6� BRACKET• L it 3"X 3" ALUM. �L COLUMN 3' 060 �f L24 .ALUMINUM 'H' BRACKET FOR CONNECTING -COLUMN TO HEADER (6063-T6 ALUM. ALLOY) L25 10 PSF-70 * & 90 MPH WIND SPEED 3'X 8' HEADER 00 00 3'X 8' HEADERS T :� _� o SJ 0 0 .0 00 /14 SATS 1 0 )'S-//14 SYS INTO 2-114 Sj14 SUS • SEE NOTE o HEADER k COLO ID HXER k COLUM HEADER -TO HEADER AT LEFT ON EACH SIDE ON EACH SIDE 4-/14 SCOLUMN .NOTE- COLUMN SIDE WHEN INSTALLING 37C 3' COWYN 2'X 6 1/2' 3i( 3" coWUN 3�C 3 SIDEPLATES To COLUMN SIDEPLATES WITH FOOTINGS YOU MAY FASTEN SYS ON SLAB ,QpL S WITH FOOTINGS IN A SINGLE ROW EQUALLY COLUMN W/ SIDEPLATES' COLUMN W/ 'H' BRACKET SPACED DOWN THE COLUMN "E PSF 0 PSF G X 2 BOLTS FOR VE LOAD /8' X 3 1/2" SF LIVE LOAD SLAB OR FOOTING L27 ALUMINUM FOOTING BRACKET FOR CONNECTING COLUMN TO CONC. SLAB OR FOOTING (6063-T6 ALUM. ALLOY) L26 20 PSF-70 k 90 MPH WIND SPEED 3 e' HEAD 00POWNDWE. 00 3TC S' HEADER T HEAD 00 00 0 OO O O _ 2-/ 14 S4 SMS o looHEADER4k COLUMN HEADER-T0I HEADER SMS INTO SEE 0 ON EACH SIDE "114 SCOLUMN NOTE ABOVE COLUMN E 51DEPlA 3�C 3' COLUMN 3'X 3' ON WITH FOOTINGS ON SLAB WITH FOOTINGS COLUMN W/ SIDEPLATES COLUMN W/ V BRACKET 'NOTE: L28 30 PSF-70 k 90 MPH WIND SPEED WHEN LNSTALUNCSDEPLATES TO COLUMN YOU MAY FASTEN Sus W A SINGLE ROM EQUALLY SPACED DOWN T1E COU1141 a'"IHIEAM]7( a• HFi�DF]tY HF/,pEp.�Y/oY_{L♦ sus INTO ° -/I4sus art° ° 1a mFONDE= SODS COLULal ON F.1G)la SIDE yN I CpNHEAA�NOTE ADOvE3Y ]' COLUMN ]�( ]' IXt- Qji�L� WITH FOonNr S ON 51 AR WITH FOOTINGG COLUMN WITH SIDEPUkTIES COLUMN WITH •H' BRACKETS DATE REVISION DATE REVISION -F++ --FOOTING RACKET NOTE: WHEN #14 SMS ARE USED, INSTALL THE .SAME NUMBER AS FOR FASTENING SIDEPLATES TO COLUMN AND HEADER. m , NO. 26070 + #V�Mcfimax Engineering ServIcaa �.� 206 Kisco Street BHOW. IN 46507 SP CIVI �� DRUM ur KC qTF OF CAL COYPONEM PARTS h CONNECTION DETAILS NONE OR PLATT FOR PATIO h COYMERMAL LATTICE STRUCTURES ENGINEERS AMP 7/98 97LT05 5 OF 6 3.00 3-C e"X 12 CA. 'C' ' , 16- %14 SLS a EACH SDE 0.72 1.56—{ 0.72 I STEEL HEADER WRAPPED Wrrl •�•I 0.93 f -- 3-C e" BOX BENZ - z- z�C 6 t X 0.024' ALUM. SIDE X5/2' 0.72 16- #14 SLS D 9 EACH SIDE O O 2- X14 TEX O �� 3.00 0.004' STEEL n BRAcxET 3TC 8YE12 G STL 'C' O 16- /14 SIMS o.os4' - F1 B�7 �-- 0.37 SIDE PLATE TD 3•X 3' COLUMN 1 S/16' DOLTS: 1 FDR j -- 1 PSF LNE LDAD D V 1 CONNECTION .. u h O ti 16-• /14 SLS PLATE-� 0.72 I 0.17 . 2 FOR 20 & 30 .. 0 p TO 3TC 3" (xR11LN T? . SF LIVE 1OAD u u � CONNECTION . T (IN)= 0.024, 0.030, 0.040 (ALUM) 3TC 3'X .04a' p III 0.048 (STEEL) 6 STEEL COLUMN 1 • 2"X X .024" SIDE PLATES COLUMNS MAY BE TRIUUED w/FLa- ALUtL FACING. L29 3" X 8" X..12 GA. STEEL 'C' HEADER TO COLUMN CONNECTION L30 3" ALTERNATE COLUMN (3003-H16 ALUM. ALLOY OR A-446 Fy=40 KSI STEEL) 3.0' .. . 7' (4) F O'D' .688'(4) 3.00', 4.00" 188' 3.0' (4) , 5.00" OR 6.00' NP• .094' 10 (4) ' R X •7 0' 10" HIGH L32 3", 4", 5" OR 6" ALUMAX 68 ' (4) STEEL COLUMN LD. Fy=36 KSI NO. I .43714) 3.00', 4.00' J, rq/ 5.00' OR 6.00 25" RAD. .020" DP. (36) x 70' .062' RAD. (20) (12) .187' RAD.(16) DATE REVISIONS L31 FLUTED COLUMN FAp�iirlmax Engineering Services' 206 K�eeo 7 (3" ALUM. 6063-T6) l.T�� �pQ�jg�j('(g Q� Drlrfol, IH 4650 465(17 "t' = 0.062' UNLESS OTHERWISE NOTED KG NONE OR PART COMPONENT PARTS K CONNECTION DETAILS NAyE FOR PATIO h COMMERCIAL LATTICE STRUCTURES 7/98 Nue 97LT06 LEI OF 6 �4 FREESTANDING ]AIB AND ATTACHED LATTICE PATIO STRUCTURES DOUBLE 0,= . 2' . 6' LOAD wIDTN MAA. LAVE TRIG MAXRIWN DOLUW SPACING TSTEEL C BEAN CONS FOOTLING yZE +70 G 4' SQUARE STEEL COLUMN EAM LOAD VA07N FOR ATTACHED"MCE LOAD WWTH MAL CONS, FOOTIAG SIZE MMI. CONS. OO1uHG y2E YN. $PALING HEADER MUST BE ABLE TO SPAN COLUMN FREE ATTACHED I HEADER MUST BE ABLE TO SPAN COLUMH FREE ARACNED U50+000LUW'A' ALL ORHER USINGCOLVW'A' ALL 1PSF1 SPACING FTq FTP MRN im AGING FTR --RT---U- TR YNWUY TYPE _. MAX. LENGTH OF COLUMN COLUMNS 'v 'v COUNN IZ OR LESS MAA. LENGUH OF COLUMN OTHERS 'v •v COLUMN PSFI 11'-2' 10-0- Ivo 60 ON $IAB TFT TYPE 1r4• 29 10-0' tO0 60 ON STAB IS'•9' RM IM TYPE 70 MRH IT OR LESS 90 MPH I Z OR LESS 25 10 4' 21'•1• 27-0' 25'•7' 2T -T la'. t' 28 21 A 10 1T 5'-0', 5'•2' 6'-0' 6'-2' 12.3' 29 29 ' C 17.11' 5' 16.10' 17-r 201.5' 21"O' 64' 23 IB A 10.2' t6, 4'$ 4'-11' S'$ 5'•10' 11'•11' 29 29 C 5'-7' 6 14••1' 14'6- 17.01 17'6' 21 A 11'4' 26 22 14 4'.8• s' -S' S6' I1'•r 30 30 C 20 7' 17.1' Iz-r 14•.r 15'-0' 26.4• 27 Z2 C 19 2a T-7 4'-5' s' - I' S•T II••3' 30 30 C 20 6 1D -r II. -T 17-T IT -V 25'•3' 26 22 C 11'4' 21' 17 A" 4'-101 FIT 1t'0 31 31 C T. 91914' 18 91.9' 114•.' 11'' 6 24'. 7 26 23 C 27 4.6' 4'-9• 10.9' 30 30 C 19 10 8'•5• W-10' 10.3' 1016' 2T -T 26. 23 C 20 4' 11,-I' 11'61 17.5- iT-6 6 11' T$ 8•-0' 914' 916' 21•-11• 25 23 C 56 IT. IT 91.7 10-9' II'0 T6' 17 r-0• r4• 8'6' 8=9- 21'$ 25 24 C 6 Ta' r6' 6.11' 9.•Z 21 ' 25 4' 17 66- 66'T -IT 8'-1' 201-Z 25 25 C 17 r 64' 6•r T$ 7.10• 16.1' 30 25 C IS 14' 6-0• 64• 74' T6' 191.5 25 25 C 6 66' 5'A' 66' 6.10' 17.10 29 25 C 15' Y -r 5.. ' 46 6.10' T4T 16.9' 25 25 C T-9' 91 4••I1' 5•-Z 5'•11'64• 6 16.16 29 26 0 16 5'-T S•$ 6•S• 6•-r IB -726 C 26 C 10 A••r 54• S6' 1S-tV 28 26 0 20 1T 5'-0' 5•-r 6-0' 6-2' 1r•r 25 25 c 11' 6.6' 23 4'•101 S•-0' IS -,T28 4' 27 0 16 4'$ 4' -It• S6• 5'.101 Ir -1' 26 26 C 1z 4.6' 4•T 14'•7 28 20 D ' S' 17 IB 4.6• S'•5' 5'6' 166' 26 26 C 1T 7'6' 23 14•-0' 28 28 D 20 5'•1• S'•T 16.7 Z7 27 G IB 14' F 17$ 28 28 D 2t• 6'6' 23 4'-101 5147 15'-101 26 -26 C 15 4'6' 22 14 A 17$ 29 29 O 27 4•$ 4•-6 15'6• 27 27 C T4• 16 IT 16 16 C 8' 17-r 17.7 W -W 30 30 30 30 30 29 0 E E 90 MPH IT OR LESS t0 4' 21••1- 27-0' 25'•r 26.7 a' S. 16.10' 1117 20.5' 21`-0' 23 15 C S' 191 11.17 30 30 E 22 6 I4'-1- 14.6- ITC 176' CLEARSPANS 2T 11 V' 30 30 E 7 17.1' 17-r W'r 1510- 27•r 29 24 C 21' 11'$ 30 30 E 8' 101-r 11'-0• 17.9' 17.1- ' 20.9• 28 24 C 27 101-6 30 30 E 91 914• W.9' I IW Ira. 19'•7' 28 25 C 25 4' 8'-11' 9V' 10-10' I1'-1' t0 6•S' 6.10' 10.3' 10'6' 18'6' 28 26 G 5' T-2' T•5' 8'6' 1I' r6' FT 914' 9.6 ' IT- 6 27 25 C 6• 51-11' 6•-3• r3' r•5' 17 r -O T4' 8.6' 8•-9' 16'•11- 27 26 C r S' -t' 5'4- 6'•2' 64' 17-1' 30 25 C 17 6'6' 6-6 7.10' B'-1' 163' Z7 27 C 8' 4'6' 4'6' S'•5' S'-7' 17.10 29 25 C 14' VT 6'4' T4• r6' 1,-a- 27 27 C 9' 4.401 4'm' 16.10 29 26 0 15' S. -r 5•-10' &-IT 7-0'W-2' 27 27 C l0 IS -11• 28 26 0 16' 5'-3' S'6' 6.5• 6•-r 14'6' 28 28 C 11' TSV' 28 27 D 1T 5'01• 5'4' 6'-0' 6-7 14'•7 28 28 C 17 14'-r 28 28 D IB' 4'6' 4'•11' S'6• 5'•10, 13'-101 28 28 C 17 14'4 28 28 D 19' 4'6• 5'•5' S'6' Q' 5' 28 28 C 14• 176' 28 29 D 20 T-1' 3 S'' 17.1- 29 29 C 15' 170 29 29 O 21 a•-10' S'-0' 17.9• 29 29 C 16 17.7 30 30 0 27 A. 4'•9' 12'61 29 29 C IT 16 173' t 1'-11' 30 30 30 29 E E 70 MPH 17 OR LE55 10 4' 21'-1' 2Z-0' 2s' -r 2F -T30 4' 76'r -IT 9'•1' 914• S. 16-10 Ir•T 201.5' 21'•01- S 6-0' 63' 73• T•5' 6 14'•1- 14'6• 170 176' 6 50 5.7 6-1' 6.7 7' 17.11 17-r 141•7 15'0 ZJ•T 27 23 C 7 4'6' 5'-2' S'4' 16-T 30 25 D 8' 10-r 1VT 17.9' 17.1- 27.1- 27 24 C 6 4'6• 4'$ 1766 29 25 D 91 914' 91.91 11'4• 11.6- 20.10' Z7 24 C 91 16 --IT 29 26 E 10 6.5' 6-10' 10.7 1D6' 191.9- 26 24 C t0161-3* 29 27 E 11' 76' 6-0• 914• 916' 16.10 26 25 C 11• IS$ 28 27 E 17 TO T4• 66- 6-6 160 25 25 C 17 15'3' 28 28 E 17 66• 6•$ 7.10 8'-t• 1T4' 26 26 C 17 t4' -t0 29 29 E 14' 6-0' 64' r4• r6' 16- 6 26 26 C t4' u '$ 29 29 E IS. 5'r S'-10' 6'•10- T.D. 16'•1- T 27 O 1S u'-7 30 30 E 16 5'•3' S'6' 6'•5• 6'-r 15'•7- 27 T7 C 16 tT'IT 3G 30 E 1T 5'$ 5'•2' 6.47 6'-Z 15'-1• 27 27 c 40 4- 5'6- 5'•11- 6'-10• Td• IB' 4'6' 4'-1I' S'6' S' -IT 14.6• 28 28 C 5' 4.6' 4'•6 5•$ 5'$ 191 4'$ S' -S' 5'$ 14'4' 28 28 C 6 a' -T 4'6' 20' 5'.1' 5V' 17.11- 27 27 C r 16-r 29 24 E 21' 4'•10' 5-0' 13•.r 28 28 C 6 IS -l0 20 24 E 27 4.6' 4••6 17-T 28 28 C 1 6 10 I1• 153' 141491 14V• 28 28 28 25 26 27 E E E 90 MPH 17 OR LESS 10 4'21'-1' 270 25'•7 26-T 5; 16.10 17. r 20-5' 21'•-0- 17 1J-10' 27 Z7 E 6 14••1' fa•$ 17$17-T 17 176' 28 28 E 17-T14••r 1S-0' 16-t' 30 25 C 14• 17.7 28 28 E 6 10 .7 11• $ 176• 174• Ir -l0` 29 25 C 60 4 7.10' 4•-0' 4••T 4'$ 91 914- 91$ 114- 11.6- 16.10 292s C S 10 6.5• '6-t0' WIT. 101$ 15.11- 28 '26 C 6 +t' T6' 6$ 4 91• 916' WIT 28 27 c r 14.6' 28 23 E I? r -w 74' 6$ 6-6 14'•r 28 28 C 6 17-16 77 23 E 17 66' 6.6 7-I01 6.1' 141-0- 28 28 c 91 174' 77 24 E 14• 6d 64• T4• T6' 176' 28 2B C IT 17.10' z7 25 E 15' S -r S'•I01 6-t0 TV 170 29 29 C 11. 176' 27 26 E IF '-T 5'$ 6-5' 6•T IZ•T 29 1 17-1' 27 E LINE ]AIB 0.W.7 6 00X BEAM O,O4J • 7 • B' BQ%OEAM DOUBLE 0,= . 2' . 6' LOAD wIDTN MAA. CONS. FOOTING SUE MAX CONS FOOtINO 511E MM CONS FOOTLING yZE +70 G 4' SQUARE STEEL COLUMN COLUW FREE ArtACHED COLUMN FINE ATTACHED CCLUW FREE A77ACN o SPACING FTN F1R SPACIA FTi FTR YN. $PALING FTFI F7R I '? 'v COLVW 'Q 'R COLUMN 'Q .P COLUMN 1PSF1 In nM TWE im TFT 11.1 IN1 TYPE 90 MPH WONDSPEEO IZ OR LESS t0 4' 11'-2' 26 17 A 1r4• 29 20 A IS'•9' 28 19 A 5' 6.11' 25 18 A 14'3' 28 21 A la'. t' 28 21 A 6 T•5' 23 17 A 11'•11' 26 20 A 17.11' 27 21 A r 64' 23 IB A 10.2' 26 21 A 12'-1' 27 22 A 6 5'-7' 23 t7 A 6.11' 25 21 A 11'4' 26 22 A' 9' 4'-I1' 25 IB A r•II' 25 20 A 106' 26 23 A' IT 4'•5' 25 19 A T-7 Y5 24 A 10.2' 26 24 A' 20 4' 5'6' 22 14 A 91.2' 25 16 A 11'4' 26 17 A" 5' 4••T .22 15 A T. 23 18 A 10.3' 26 19 A• 6' 6'-1' 23 18 A 914• 25 19 C T 5 '3' 23 17 A 8' '6 25 20 C 6 4••T 27 17 A 8'-1• 25 21 C 6 T6' 23 20 C 101 r•T 22 21 C 25 4' 7.2' 23 15 A 1014' 26 17 A' 5' S-11' 22 IS A 91.2' 25 58 C 6 6.11' 22 16 A 6.5' 25 19 C 7 T-9' 23 IB C 6 r.723 19 C 6 6.101 23 20 C IO 6.6' 23 21 C 30 4' 6.7 23 IS A 91.5' 25 16 C S. 4' -I1' Z2 IS A ' S' 25 IB C 6' 7'6' 23 17 C T T-1' 23 IB C F 6'6' 23 19 C 40 4' 4'6' 22 14 A F-2' 25 16 C 5' T4• 23 16 C 8' 6'-2' 23 t7 C 60 a' 7-1' 22 ___14_j A 6-7 23 15 C S' S'-7' 22 15 C A' a B' LWUMUM COLUMN LENGTH CLEARSPANS FOR WE PANEL LOAD T 70410 OVER IP5f1 (INT MPH NAND 10 0.036 23.4' 11.6' 0.042 2r•r 13.6 6' ' 6 20 0.036 14' 0.042 IS -l0 7.11' 25 0.636 174, 7-r 0.042 1T-6 IT 30 0.036 91$ 6.11' 0.042 15-T 6.1• 40 0.036 T4' 64 0.042 I1'-6 70 60 0.036 4' 0.042 7.10 SW CLEARSPANS FOR 2 x 6 RAFTER SCROLLOOl1Ao1 CO B 0.07r. T SQUARE ALUM COLUMN 11'4' C ILOWA S CLOVERLEAF CLIRDN 174 0 FLUTED COLUMN MLAL QAW Ila E 7 CLOVERLEAF STEEL 0015 170 F T SO ARE STEEL COLUMN +70 G 4' SQUARE STEEL COLUMN 170 H 5' SOWS STEEL COLIW 170 CLEARSPANS FOR 2 x 6 RAFTER SCROLLOOl1Ao1 CO B 0.07r. T SQUARE ALUM COLUMN 11'4' C ILOWA S CLOVERLEAF CLIRDN 174 0 FLUTED COLUMN MLAL QAW Ila E 7 CLOVERLEAF STEEL 0015 170 F T SO ARE STEEL COLUMN +70 G 4' SQUARE STEEL COLUMN 170 H 5' SOWS STEEL COLIW 170 FOR t0 PSF DOUBLE RAFTERS MAY BE USED A6 O.C. FOR ATTACHED LATTICE I COLUMN 8 0.03r, 7 1? SOIMRE ALUM STRUCTURES AND INTERMEDIATE COLUMNS FDR SCROLLOOl1Ao1 CO B 0.07r. T SQUARE ALUM COLUMN 11'4' C ILOWA S CLOVERLEAF CLIRDN 174 0 FLUTED COLUMN MLAL QAW Ila E 7 CLOVERLEAF STEEL 0015 170 F T SO ARE STEEL COLUMN +70 G 4' SQUARE STEEL COLUMN 170 H 5' SOWS STEEL COLIW 170 CALUW SCHEORE :OR FREE STANDING STRUCTURES AND INTERMEDIATE COLUMNS FDR YULTISPAN STRUCTURES COLUMN NOTES E 6-r IMAX. COLUMN LENGTH F 11'MAX. COLUW LENGTH G 17 MAX COL UW LENGTH N IT MAX. COLUMN LENGTH ALL COLUMNS MAY BE REPLACED VN A STRONGER CCLDW 'A' MAY BE REPLACED YO BJ 8 MAY BE REPLACED W C1 ETC. LINEAR INTERPOLATION FOR ALL CALCULATIONS M ALLOVYED oftn RODUCTS, WG HEADER SPANS. COLUMN SPACING, TOOTER SIZE AND COLUMN TYPE TOR FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES SHCCT 6 OF 7 0 PA cAB,, 1 This dn.at s.qh P.E. ulc is wpplanawn'to. and apptiabl: to the fotlmring doa,nvms: P�EG1S7Eq f0 `tOQto\aDi� Cnalf�apaF a ARI AN AS ma Ai- Ouilding Pnduy U. NO• 14275 ' + r-, N. ul 97GN01 Ganaat Nat. 97GN02 Ga,ml Nae 97SCOI Svuaural Configunriw 97SCO2 qtn a ral C9nrtVA ti M Nmc, Roof Pand Span: for Patio and Comaacial Stn,aure: Pani Span for Ah. 2.5- Pan None Hods Spew Colurm Spacing. Footer Type and ColvOn Type for Frmund'0ts m4 AaadW Patio Ssruaura Noon Hsads Sport Colum, Spacing Foca Tp. ad ''WJ FQ' •`:aEG. •vp ` Color Typc far Frcaatand ng and Anad,d Patio i Q' 3 5362 Str=um: Pand Spans far Ah. 2.5' Pand None Header Spans. Colurm Spacing Foca Type and Colunn Type for Frestandcng and Amchad Patio Suuaura Non. Heads Span. Colunn Spacing, Fora Type and Colurat Type fa Froeamd'or6 and Auchd Patio 5utra,ao Nam Hada Spam. Colunm Spacing Foxe Type and Calunn Tyre kr FroMat4'atfi and Aaadld Lmicx Paio Suua,ae Non: Hada Spam. Colunn Spacing Foca Typa and Col -n Type for Fremandi ng and Anadnd Lanier Patio Str utum 97CDOI Ccagawn Pans and Canectim Derails 97CDO2 Cmpma t Pate and Caaanaaim Derails 97CD03 Conponaa Pans and ConnoWm Derails 97CDO4 Carrpmmt Para and Canoaim Derails 97CDO5 Cmponm Pans and C-o:uon Derails 97CDO6 C-W-nt Pans and Conn ion D -ib 97CDO7 Coagmaa Pans and C -cation D-ila 97CDOR Cmccoan Pant and Camatim Daaib 97CDO9 Cmpcnan Pam and farm. Daaib 97LTDI Componaa Pans and C --i- Derails. Patio and Coronaeal Lnic: Struaure 97LT92 Cmv."cat Pars and Colaroaion Derails. Patio and Coa—I laaim St-c- 97LT05 Conpman Pana and C—coon Dvils. Patio and Commercial Lai. SLuoure 97L.T04 C-.7". ant Pal -and Crttneaim Derail,. Pain and Com -I Lnlce Suuaure 97LT05 Corrymaa Pans and C—aim Derails, Patio and Comnaoal L d. Swaura 97LT06 Catrf,rtlyp P,iu and C^M.ain1 Daaila , Paio and Conal Laois 9,uauns 21152 = REGISTEREL' PROFESs1OM _ R. F. siel1?t5s 3 c TUCKER PROFESSICM�,. ENGINEER 1 ort 7.D8fNQfNEE� No. 4523 7 ort 7196 �'lt,\,•„nl U� ,; '9vC, OSp 'hd1EIt 101181111, larl PIC tORGf' �'......... •• tN�.,ss�: 7o201`1W98?R G_4\STf4 : y f ��G . f�'i�•�pZz.a I of 7 798 ” ' -- W � � � 1833. 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