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HomeMy WebLinkAboutDEERGRASS WAY 34302_15-00001839CITY OF LADE 5LSINOR± BUILDING & SAFETY DREAM EXTREME TM 130 South Main Street Lake Elsinore Ca. 92530 PERMIT PERMIT NO: 15- 00001839 JOB ADDRESS • 34302 DEERGRASS WAY LT354 DESCRIPTION OF WORK . : PATIO OWNER 34302 DEERGRASS WAY LAKE ELSINORE CA 92530 A.P.# . . . . . . 358- 261 -029 OCCUPANCY . . . . CONSTRUCTION . . . VALUATION . . . . 2,100 DATE: 7/15/15 CONTRACTOR PRO INSTALLATION 43043 CAMINO CORONA TEMECULA CA 92592 LIC EXP 0 /00 /00 SQUARE FOOTAGE . . GARAGE SQ FT . . . FIRE SPRNKLR . . ZONE • R -1 0 0 BUILDING PERMIT QTY UNIT CHG BASE FEE 1.00 X 12.5000 VALUATION ITEM CHARGE 63.00 12.50 ELECTRICAL PERMIT QTY UNIT CHG BASE FEE 1.00 X 1.0000 LIGHTING FIXTURES /1ST 20 ITEM CHARGE 30.00 1.00 FEE SUMMARY PERMIT FEES BUILDING PERMIT ELECTRICAL PERMIT OTHER FEES PROF.DEV.FEE 2 TRADES PLANNING REVIEW FEE PLAN RETENTION FEE SEISMIC OTHER GREEN BUILDING FEE 1 PLAN CHECK FEES TOTAL CHARGES 75.50 31.00 10.00 15.10 5.72 50 1.00 56.63 195.45 SPECIAL NOTES & CONDITIONS 15X20 SOLID ALUMAWOOD PATIO COVER W /(1) FAN PAID DUE 00 75.50 00 31.00 00 10.00 00 15.10 00 5.72 00 .50 00 1.00 00 56.63 00 195.45 City of Lake Elsinore Building Safety Division Post in conspicuous place on the job You must furnish PERMIT NUMBER and the JOB ADDRESS for each respective inspection: Approved plans must be on job at all times: I 1 am Licensed my license 2_ has owner Please read and initial under the provisions of Business and professional Code Section 7000 et seq. and is in full force. of the property,or my employees w /wages as their sole compensation will do the work is not intended or offered for sale. of the property,am exclusively contracting with licensed contractors to construct the of consent to selfinsure or a certificate of Workers Compensation Insurance copy thereof employ any person in any manner so as to become subject to Workers haws in the performance of the work for which this permit is issued. should become subject to Workers Compensation after making this certification, comply with such provisions or this permit shall be deemed revoked. and the structure 3. I as owner A projec t 1 1 have a certificate or a certified 5. I shall not Compensation Note: If you you must forthwithCodeApprovalsDateInspector EL01 Temporary Electric Service PLO1 Soil Pipe Underground EL02 Electric Conduit Underground BP01 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO1 Underground Water Pipe SSOI Rough Septic System SWO1 BP05 On Site Sewer Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathing BP09 Shear Wall & Pre- I,.ath PLO3 Rough Plumbing ELO3 Rough Electric Conduit EL04 Rough Electric Wiring ELOS Rough Electric " l Bar ME01 MRoughMechani cal ME02 Ducts, Ventilating PI 04 Rough Gas Pipe / Test PLO2 Roof Drains BP I0 Framing & Flashing BP12 Insulation BP11 Dry wag ll Siding PL99 Final Plumbing IIIIIIIII EL99 Final Electrical ME99 Final Mechanical BP99 Final Building itll Final Signatures are Certificate of Occupancy for Single Family Residence Code Pool & Spa Approvals Date Inspector OTHER DIVISION RELEASES SPO1 Electric Conduit UG Department Approval required prior to the released by the CitySPO2UGGasPipingbuildingbeing SPO3 Pool Steel Rein. /Forms Date Inspector SPO4 Pool Plmb. /Pressure Test Fire SPO5 Pre - Gunite Approval EVMWD SPO6 Rough Pool Elechis Finance SPOT Pool Fence /Gates /Alarms Engineering SPO8 Pre - Plaster Approval TUMF SP99 Final Pool / Spa Planning /Landscape CITY OF re r LAKE LSInoI E DREAM EXTREME TM APPLICATION FOR BUILDING PERMIT VALUATION CALCULATIONS 1st FLOOR SF 2nd FLOOR SF 3rd FLOOR SF GARAGE SF STORAGE SF DECK & BALCONIES SF OTHER: SF VALUATION: at 00 FEES BUILDING PERMIT PLAN CHECK r (• PLAN REVIEW I ) . I U SEISMIC PLAN RETENTION certify that I have read this application and state that the above information is correct. I agree to comply with at city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above - mentioned property for insp- tion purposes. Signature of Applicant or Agent Date Agent for ontractor owner Agents Nam e °Oi-i G /elilb2-7,7-;, Agents Address 4/3(/3 Kcir "07i r, oc_rc 4 c 7:e4,- c 7 5 's9 130 South Main Street A1PIt1GAU0(1 V:3 APPLICATI ? f E5t'F- I cDATE / AP# BY ( BU DING ADDRESS T f5 iay/ 93(Z P,eir- RACT -BLOCK/PAGE LOT /PARCEL 0 W N E R ^ MAILING / PHONE ADDRESS 2,5202- iaf'e7C,'/rf' CI (//Y / -- 6-4 705->a4e (j' i,707 -e 6- / 25 3 C O N R A C T 0 R I hereby affirm that I am licensed under provisions of chapter 9 (commencing with section 7000) of division 3 of the business and professions code,and my license is in full force a7nld effect. LICENSE # j5-95 v CITY BUSINESS AyN D CLASS go ...s- TAX# 99l/iI ie;r2Sur/7 )on Fi70 (-P%'iq MAlAI ING ti ADDRESS y?o 3 Ga? z rl() ea ,'t- -'c CITY ( STATE/ IP e OCN , A R C H LICENSE# MAILING ADDRESS CITY STATE/ZIP PHONE EW OCC GRP. / CONST. DIVISION: TYPE: ADDITION ALTERATION NUMBER OF NUMBER OF STORIES: BEDROOMS: OTHER SINGLE FAMILY ZONE: APARTMENTS CONDOMINIUMS HAZARD YES AREA ? NOTOWNHOMES COMMERCIAL SPRINKLERS YES REQUIRED ? NOINDUSTRIAL REPAIR PROPOSED USE OF BLDG: PRESENT USE OF BLDG: DEMOLISH JOB DESCRIPTION nC20 ce)(/ Ali./.6-2f0 roc/ A75J COv &,/,11-2-7 /- v, k4 rn C) ct 0 1 Carl Putnam, P.E. May 28, 2015 United Duralume Products 350 S Raymond Ave Fullerton CA Dear Mike: Carl Putnam P.E. 3441 Ivylink Place Lynchburg, VA 24503 I have renewed my California Professional Engineering license, the new date of expiration is 6/30/2017. All previously stamped plans, letters, designs etc. continue to be valid and may be used past the expiration date shown on them. If you require further information please contact me at ( or at Sincerely, Carl Putnam, P.E. UNITED DURALUME PAT9O COVER, CARPORT AND COMMERCIAL STRUCTURE ENGINE RING 12002 il3Cl PAGES DRAWING 1 1 SECTION DESCRIPTION PROFESSIONAL ENGINEERING STAMPS AND TRIBUTARY WIDTH DIAGRAM GENERAL NOTES Low Wind Solid Cover Structures SOLE) COVER COMPONENTS AND COINV1EC1iON DETAILS 2 PAGE 9 PAGES 3 PAGES 12 PAGES STRUCTURAL CONFIGURATIONS COMPONENTS /CONNECTION DETAILS SOLID COVERS 4.0 PANEL SPANS FOR PATIO, CARPORT AND COMMERCIAL STRUCTURE 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS 2 PAGES iMiscI.DWG 7.0 MISC DETAILS 1 PAGE M0e2.DWG 7.0 FAN BEAM DETAILS 1 PAGE Misc3 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 1 PAGE Misc4 7.0 CONCRETE FOOTING OPTIONS 1 PAGE Misc6 7.0 FORCES ON EXISTING STRUCTURES 1 PAGE Misc7 7.0 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS 1 PAGE MiscII 7.0 CONCRETE SLAB REQUIREIVIENTS FOR CONSTRAINED FOOTINGS 5 December 11, 2013 CITY OF T PERMIT Al dVV±S; SHI?3N -NJ W. dot aced 21-(241./E.1- (OFII zl.oz) 9L9Z N53 O'JI I,OZ RI, 0:30 eU ,—_ H: 111111A aa30V aH sral a30v 2 n 1101.13O0811/ -- 3al1.1.)fl'd1• 10181SIX3 311813801.8 DNI.ISIX3 i 9NVIla3AI] Inn' 8181 __I I-1101/1 OI21 2138V3H iiV/1 11NV1183A1] CI 1 i4 cRI - - al:1 -H ,-L ri 1110I1 11111.1 l_ 810I0 OI111 _1 N.IUI /A 0181 i 231 8101/31) 10 /130V911 30/0 3- Nr]i1O3011?IJ --- _.- ._... -.. S:_I(1t1_1411 1 aLS Nn WJO 0 H-0. :- „13F1:0!/Vv $12-1111 1NIdEIO S0N(/vAV2 -10 11S31_1 41.11r ix =' 85013: GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE, 2. ALUMINUM DESIGN IN ACCORDANCE_ WITH THE 2010 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 00 THE INTERNATIONAL BUILDING CODE. 3, DESIGN LOADINGS: 01 = 1.2, I = 1,0, Ca = 1.0 (ALL EXPOSURES EXCEPT I3 AND 0 WHEN LOCATED TIGHT IN AMONG CONIFERS) GROUND 8NOW LOAD DESIGN LOAD 10 PS 10 PSI= LIVE LOAD ONLY 20 PSF 20 P80 LIVE 5050 ONLY 25 P80 30 P8040P8060585 FOR 025112 <SLOPE < 1/12 21588 DESIGN ROOF SNOW LOAD 25.2 PS0 DESIGN ROOF SNOW 5050 33.6 PSF DESIGN 2000 SNOW 0050 50.4 PSF DESIGN ROOF 85051(050 WIND SPEEDS 151 HE 2012 IBC ARE "t1EITMATE DESIGN WINO SPEED." ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND 800008" FOR R1SK CATEGORY II. FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF 5830500 00 THE EXISTING 8120010 /2018 30'. 5;1W5S ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER A HIGHERKzt VALUE POI LATED 11I108. RIDGES, ESCARPMENTS) WIL0 REQUIRE HIGHER WIND LOADS AS PER 58001 -10 SECT/ON 26.8 AND ARE 0018ID0111I SCOPE 00 THIS REPORT. NON__ EXPOSURE B. SHALL APPLY WHEN 150 GROUND SURFACE ROUGE -(NESS CATEGORY L2 (URBAN AND SUBURBAN AREAS, WOODED AREAS, 012 OTHER TERRAIN )11/1 NUMEROUS CLOSELY SPACED OBSTRUCTIONS I LAVING 1110 SIZE OE A SINGLE FAMILY DWELLING 05 LARGER) PREVAILS IN THE UPWIND DIRECTION FORA DISTANCE OF AT LEAST 1500 Fl: EXPOSURE 0: SHALL APPLY WHEN EXPOSURE B AND 0 (3500TH MUD FIATS, SALE 1 503, UNBROKEN 100 AND OTHER) 00 NOT. SEISMIC LOADING MAXIMUM Ss= 150% 850511 IN 2012 IBC 510005 1613.3.1(1) Ss n 1:10%. ARE NOT REQUIRED AS PER .ASCD7 -- 1012.8.1.3 61 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS - D BASIC SEISMIC 11020E 208181NG SYSTEM POSTS EMBEDDED 11110 FOOTINGS 2 ORDINARY STEEL MOMENT FRAME » R» 1.25 00015 SURFACE MOUNTED = GENERIC SYSTEM xa 12o 1.25 ANALYSIS PROCEDURE' EQUIVALENT LATERAL FORCE PROCEDURE 111081n1 ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT FEON EVALUATED FORA CONCENTRATED 300 1.00 LOAD. THE BASIS 00 THE DESIGN FORCES ARE IN ACCORDANCE WI'l'l -I 1110 BASIC L050 COMBINATIONS DESCRIBED IN 100 SECTION 1605.3.1 ARID NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS 0E8I01150 WIND 012 SEISMIC FORCES. 4. 'PHIS ENTIRE'. ENGINEERING PACKAGE (5 NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION 0025 BUILDING 051250' 11/10S1 INCLUDE: a. GENERAL NOTES (2 P5005) b. STRUCTURAL CONFIGURATIONS (1 PAGE) c. 255152 SPAN TABLES (FOR LATTICE STRUCTURES), PANEL. SPAN 17111_08 (002 SOLID COVER 81'R()01'1[288) 02 00111 0011 COMBINATION STRUCTURES) d. 1105DER POST 8050150, 00011340 SIZE AND 808'1''15850 2012 LIVE /SNOW AND WIND LOAD e. ALI_ APPROPRIATE DETAILS E OTHER DOCUMENTATION REQUIRED BY L0053. 20100(140 501110RITY. 5. CONCRETE MIX: Fc'2500, 3000 012 3500 081 FOR 28 DAYS IN NE01.101010, MODERATE, AND SEVERE 000011IONS AG (FLOWN IN FIGURE 1004.2 00 T -IE 20'12180. PATIO STRUCTURES MAY HE ATTACHED TO CONCRETE SLAB WITHOUT 0000(108(0815318 23, AEI AND AO) WHEN THE P080 LOAD IS 750580 OR LESS AND THE FROST DEFINE IS ZERO. CONCRETE SNAIL BE A 6(51511001' 3.5 INCHES THICK AND NO CRACKS WITHIN 21-6 OF POSTS. POSTS SHALL BE SET BACK A MINIMUM 004 INCHES FROM EDGE 014 EXPANSION .101NT 00 A SLAB. 0. FOOTINGS I LAVE BEEN DESIGNED FOR CLASS 50011 02011 TABLE '1806.20020121H0.ALLOWABLE FOUNDANON PRESSURE IS 1800 POUNDS PER SQUARE FOOT. LATERAL 8852(N0 PRESSUREvE I8 100 1531720 AND IS 0013011.1111 5E2 RN SEG HON 1800.3.4. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER 80I1- INVESTIGATION. THE 13011.015(3 00010150 MAY AS8I05 5 LOAD BEARING CAPACITY. UNITS IN 2000 SNOW /La /0 LOAD AREA 00 25 51311 OR LESS MAYBE BUILT 05 11100 PSF 0 052150 8011 51/0 ADO(RONAL ENGINEERING. 510111101 FOOTING DEPTH IS THE L0050 FROST DEPTH. 7. 20 080 AND HIGHER LIVE 1050 STRUCTURES MAO BB USED 58 COVERS FOR PARKING OF 4401012 VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN 81058 AND NAVE FLOOR SURFACES 5500 OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. 1CC FSR 2676 (2012 IBC) 1 2511 /2 01 3 8. 51000 USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER ( EXTERIOR EXPOSURE) AS PER IBC SECTION 1403.2 AND /OR 1503, WHICHEVER 18 MORE APPROPRIATE, 0. ALL 0 0E501 IAL.L BE GALVANIZED PER AS5115- 653000, 5123 015 02 4153 0 -3, PAINTED PER MTh 5755 OR PROTECTED I'd COMPLYING 10/11/ 1300 SECTION 2203.2. HAM APPROVED COATING 10. ALTERNAI'E ALUMINUM ALLOYS OF 001151. 02 NI011ER 5120500 1113 MAY BE USED. 3004/ I2x ALUMINUM MAY 130 SUBSTITUTED FOR 2004113x. 11. STEEL. FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED 012 DOUBLE CADMIUM PLATED. BOLTS SHALL BE AS T M 5-387 1101 DIPPE0 GLAVAN 60, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300802 (58STAINLESS STEEL. CONCRETE ANCHOR BOLTS ARE 80003000 IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSI /ASME STANDARD 018.6.1 5110 AND ANNA NU8- 1211.1,4. N.L. LAG SCREWS 5581/555011'(82.1 AND 50405 NOS- 1211.1.3. /sit STEEL WASHERS TO BE ASTM F844 VW DIMENSIONS IN ACCORDANCE. WITFI5850 018.22.1, TYPE A. THE MINIMUM WASHER DIAMETER SHALL BE 1" FOR BOLTED CONNECTIONS. ALL STEEL NUTS TO BE ASTM 4563. SCREWS AND 1301218 SHALL HAVE A MINIMUM 0175E DISTANCE 01= 2X FASTENER DIAMETER. 12. EMBEDDED POST S01705008 SHALL 0F_ CLEAN AND FREE FROM OILY SURFACES, 13. HEADER SPLICES SHAD.. NOT 0E LOCATED NEARER TO THE END OF 155 STRUCTURE THAN THE FIRST INTERIOR 0081. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS X, Y, Z AND AA) MAY BE LOCATED ANYWHERE. 1 4 . AIL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY '00 100. 686 1730, 2196 OR 0 0 0 0 5 1 1 ) 8 0 5 3 6 5 0 8 51 / 0 ( 5 5 6 1 0 1 1 8 0 0 0 5 5 10 al 21e, 7110 d 1472 nt AND # 14 =}" OR STEEL WASHERS OF 8101I1_52 D1AMTER AND AS PER GENERAL 50145/1/ 15. STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER WITHOUT APPROVAL 00 1110 CODE OFFICIAL 10. ALUMINUM 800ID 2000 555101,8 ARE CLASS A FIRE (7510D 58 INDICATED 137 THE EXCEPTION IN IBC SECTION 1005.2. 17. Al" 105ST 050 HORIZONTAL DIMENSION (520J001105 OR WIDTH) 00 COVER SHALL 80 103811155 30'. 13, 5111020 ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS (OTHER THAN ALUMINIZED OR GALVANIZED STEEL) OR 528ORBGN'0 BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTE21011 TEN'ILY WET, THE F57I50 50)205005 SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE AI0MINUM DESIGN MANUAL SECTION 8.7. 19. WHEN 8( 5010 SPAN ATTACHED um-118 AITACIIED TO A 0 /00065 DECK, THE MAXIMUM DEAD 5050 + 812)10,0LIVE LOAD 01110301 HE PATIO 0000235 7501.BS CONCENTRATED LOAD AT 05031 POST AND 11111 POST SPACING 85551, 501' EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE 81AB. THE MAXIMUM CONNEOLION 1151(01 LOAD IS 1306 1-135 FOR 115 MPH EX0 0 WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO 000P 1 1018818 OF 12 FT FROM GRADE. THE EXISTING MCI( STRUCTURE MUST RE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS THE 81200(0(751. ADEQUACY 00 THE DECK TO SAFELY 8L1815111 THESE ADDITIONAL_ LOADS WILL REQUIRE APPROVAL. 07 LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING, SEE DETAIL MB. CONSTRUCTION 00181DE 00 THESE PARAMETERS 557 REQUIRE ADDITIONAL, 05015E010N0. 20. All armatures must comply with one al the f)l1mviu0: a. All structures wI111 a roof snow load of 30 psf or less may be built in Seismic (3031011 Catogory (S00) A -D up to tiro mnximom Ss noted In 000eral Kota 133. b. Structures with flat roof design snow loads over 30 oaf complying with IBC Section 1013,1 Exception 111 do not requlr0 add1Sonsl seismic analysis, c. Structures not complying will) (a)or(U) require additional engineering 30lssh ;analysts. 21. DRIFTING SNOW IS ADDRESSED 1N DETAIL. 54. SLIDING SNOW 18 BEYOND THE 130000 OF THIS REPORT. 22. ALL MULTISPAN TABLES AND DETAI3.8 ASSUME EQUAL SPANS WITH A LONGEST SPAN TO SHORTEST SPAN 251 10 00 1.2. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. GENERAL 50108 FOR LATTICE ST20OTIJ008: PERTAINS TO LATTI00 STRUCTURES (001511.8 1-41) I. SEE GENERAL NOTES I/3 FOR LIVE AND SNOW LOADS. 2, SINGLE SPAN LATTI00 STRUCTURESTURES T'I1A T 1)O NOT USE DETAIL 27 MUST 08111 DETAIL 17 OR 30 AND MUST COMPLY WITH TABLE: 11 AND 1.2 ON S11E01 5(805. Page 2 of 74 DEC 18 2013 DEC C 0813 ENGINEERS STAMP 939V39 .180330 ffi9Z SI ONVH(JAO 83a73H X09 SAV.1 (i'JZ 3.0 [1951111 .LV JIZdS ON 9011011013 _ 7113 /3011d NVdatiniN ONIONV ±S33a3 1109 Jo 80918 1393.8 EOSIN J331i 15 091100) L 09 0 M11SN0 J 803 033130 38 80/ iS 99 17(3900 S3,i21Vn 3718 'S1.SOcl •88 3:]11718 1313 117111(1 118 SlncllFns 13s `S_lllVA '91110cys', j1VdS r - IVNUhIcl NVdS 1990330 %97 SI 0NVHa1A0 19903 XVOL SNV3S 7111 31083H38 338 13903 3008 NONINn-IV f \ 81511313(8DOS NL100d 038(0318903 803 9181l1038 0018 3.(17(3909 A1-tffN (.V (!NV 1803 SII .1. 1V 33I188 ON i710N 901.1 (JF1f0i'd aS ( Jsact!.3 NVdSft f1W C13I-IOV11V DM 0911003 7L-" 019(13 803 11171091-08 938 313113938 31-18 1503 3199IS310983110 1101M 1353 30 AVM 07 210 0V 1108.311 038(8038 109 81 NV 110170 19314.1 9011.0300143 30 %00( 18031 .LV 51 HLOIM Al 83.703 110238 138 ,7/1 T 131138 803 1N130 338 71301138 31S `S3I'IVA ITO lIV13U 338 13NN01-13 IN3NH3V.11V SNVdS 2193 31303938 33S 13N0d 30021 9891909 E 608/ 11/81 (381 3 603) 91971 `d 88 301 NO1d0 713 /G111NVO /M ONIONV.L533y3 SAVE GM 1V 090 8101 1V 30I1ds ON NOn_0310Hd 11011 210 809H21 13115 „9X,7/( LS[Id3. 09 3910030 15:0330 %56 5! ONVH(19/10 890031 .1 XVO1 MJ9I -ISO JOd .1.1 -IO1]H XVIN ,91 SH AOO 011071 H0.1.1.01-1 XVV ZJ- NVdS I3NVd A0 %97,81 080! 1213 00 131003 70 13 MS 091100A 03930 803 0 1n03H09 998 S9911. 103HS 338 11NIV8151J09 80A 031100113 1171S 91310900 S3IdVA 3718 'MEd 88 903148 803 110130 338 SNVdS 803 3 180311 :13' 338 13903 3002 NIONINn1V NVdS 31ONMS CI3HOVIV A V, SAVII 1193 10 1190 ..7113 r SII I,I LV 331138 09 31.11N I' 739[1X3 1Dq„ N l 3foJd .)N 41.383r I Lam NOLLO300ild 30 1000! 18731 .LV 39 18981 (41.0(0 3718 0911003 0O 0H01101 8 3iit 09813038 983991 8091.1003 l_ 11303/18 833 ff7llIW109330111801839181.13391 - 130110 8018 s olIVd CINS 110838 88 ,2 /1: I 3311d8 803 1I0130 338 31003438 338 'S3INVA 9N01183/\0 110130 338 1399093 1N391-30110 SNVdS 803 31303938 338 13903 3008 NANINHIV EIEADEI SPLICE DETAILS AN, AO, A0, HE 137 — PANEL— POST SOLID RATIO TY9ES DEED VL AR, H0, EE, 35 DE FAIL K, 3, 8, U, 3, W, AT, AU, AW, AX, AY, AZ A2 ATTACHED SINGLE SPAN DETAILS: PANEL: E, P, c, H, I HEADER: J, 1<, L, M, N, 0, P, 0, R, S, T, U, V, W, AU POST: AE. AH, AK, AP, AL, AJ, AO 0815 F03 FREESTANDING AND MULTISPAN UNITS: AF AND AEC (STEEL ONLY) SPLICE: X, Y, Z, AA HEADER \ S SPLICE --- FREESTANDING post PANEL DETAIL 1<, M, 8, 33, AU, AW, AX, AY, AZ lT.= DETAIL AN, 37 FREESTANDING W /CANTILEVER OPTION 100 3832676 (2012 160) 12/11/2013 12' MAX HGT FOR PATIO COVERS 15' MAX HEIGHT FOR OTHERS PANEL HEADER SPLICE tvllILTISPAN POST —, DGTAIL AR, 88, SE, 35 DETAIL <, M, S, AT, AU, AW AX, AY, AZ 1 1)EIAIL AN, M7 - ATTACHED MULTISPAN ALUMINUM 1138083 - SPLICE ` FREESTANDING/MULTISPAN POST PANELl AA- DETAIL IC, 3, 8, U, AU. AV', AX, AY, AZ W, AT, 11239" STEELS '— DETAIL AN, MT REUAR or EOI.T FREESTANDING MULTISPAN Page 28 of 74 DEC 9820'13 ENGINEERS STAMP dVNIS SHl3IVIJJvH Z£'0J 1,BL' L 0 . 7 10 7'71HV97 999 3lf1Ci7 HOS V 211N L;v -1- 970 0' lvnoD No Kr- I-1ooc AoTiv 'VUnly) 1 NVcJ V7:1-0 7G sficd 6 1,0 616 6 /7,1, (081 2406 9/971953 07) 1190999 JN019 ONIOVdS T 0J 1131; 210 On? S.0-109.1. E:18 213HSVVt S "4 (/v SVV9 9179511'1999d 09019 7 /0 .,92 SINS 2//- X097 SL 001.1, -10 61•.12199'A7S 71110390S 2 I9Na1.SVd- IVnc7 NO VEH-V00£ A011y'INn -lv) 12NVd ")'c".1..)_ i.VZ X nef G 93 31793J) 11NVd HOII'QNdS 793 3179) 1399d HOIM[IFv7S 0/0,8897 GINS SNINSYlf11J11JI11V NIVJ £U „v /L E7 T1VHS SdOIS JOOd 6691, NSA 003 11ANVcd JNHJOOd G ''.)V- 111SNE e9 NO, 7JO„E OZ'0 I 9L£'0 09 10 61, 19\1110 739 9997311O9 2 00971.99:1 000.9 ivnoa HO 1 £H-tij00£ AOTIV 'lnly) IEJNVd`:VTH 09 X ,1GZ AOTIV 0I.'b106 VPdVHJ 559 31009977 9 2111731395 0'0..74 f 871'7 01 9 0117L9-0002 7101170 170 19901.00)19995 3N1VN003f1 -- lvno7 JO17£Ht000AOTIV'Wnly) 12NVd 0M1 LZ >( 0 3" SO. STEEL BEAM ASTM A653 GRADE 40) 3" x 8" BEAM S d E.±L INISEPRT ASTM A653 GRADE 50) 7.075' 0.055"= 16 Gau 0.010 "" 14 Gnu 11 0.105':,12 Gau 0 ' dVVIS SJ33vfN3 11V) a AID DEG 91 9909 VI0sVt-i 1A111-1V c180112 LX1 sre 0 v L 200E- VI_ro £60216 U8L (091 ZI -OZ) 9/921Is9000 918909 .LNDSNI NIONT7 T1f1. -1 030!1211X1 /M OCR 000E VIOSV_i w f -1V Q9w21o_I -110 ?I e ....___:- "-•.._ 9/9 —' -4 98'0 ost0'0 J L.__ 989 o 988 8I. 9/8'9 9/9'0 1 13SN7 09/0'0 000'I. 0 J 12i3SNI 17V0 J V VIOSV. 0 009'9 91 °:909 ,&o? iV '6N nib) ib) INVRa°j 0001, 918909 VIGSVJ CHQl1211X1 9 P9 9980 910901 909 90 N0 x,991 01 d0 90901001 909 A0 010011(0 100 r11d918 -\ 09 =1101 dll 90911001 81100 „a .LH0I0 0:=1, 0. 1900911.001 90L181-109 ••.21!101 Ah = P 01.90 80911001 90901100 ,Y /0 oAl9wa Zt•= 9 01 di 80901009 2109 91.108 •.7/619001 54 =001 di-1801\0100:0- 909 898 flit IHDIH 9L9' I. 000E 010011010118900 19915 not r•. \ 1110190HMV ,.4XXX•.L•00 WV118 0 „9 X.912918 190 CY DETAILS X, Y, Z AND AA ARE FULL MOMENT SPLICES 7" x 5.5 I -BEAM SPLICE 606116 316 3/8O3 BOLTS 11 6 1` (3 -TOTAL ) 10" x 5.5 I -BEAM SPLICE 606116 11 "1 18" 1 1/25813011-3 8 TOTAL ) CZ) 4" x 2.375 I -BEAM SPLICE 6061116 11 II i 3.87" _ D61 1(4 "O BOLTS 1 ( &60TA( ) r Am :e f\plcz 6" x 4.5 I -BEAM SPLICE 606116 ICC SR 2676 (2012 IBC) 12/11/2013 - Page 32 of 74 ENGINEERS STAMR dWh1S s d33N10NJ 471 d E LIO g 'ii'!., G)an 60141 pie Q hL t0 E£ 06ed OS HOOT 92:0009 AOIV'REIV ISOd [AIn1V "OS „E ._ SOd OVEN ICV 0±0 I 01 =Y 4 lrl / o j __®/ 0 ' i O 0 /F. 0 - -0 E. - 9L' 0 00 !GVdO S99V !Au _SV SlSOd _-_1Od 1.9)i3VciS .,1.,, '9213 10810011DNV U dl.l „060' Pl INl1V ('EI I rr00C ;1 1_ 'Od X13)(2 )` 4 1191 6x`119 I -X 220 0 i O ,,00'S 91-9909 AV1V'INfl1V S.1.SOd HE NOZI 13N0V2iE1 .,060 J_ NOVoa LLII !MTN IV 1= 0 01OV80 009V LNI.SV J. SOd 12913 `OS C1-OZ/fl./0. (021 Z1.0Z) 91.9Z1-.132 001 1= 1i3_Lu,iBv0' HMV n01/0. L dA j0' 11--.. 0 € 03 ` 017 20V8 88 899V INI2 1 god 12 213 .08 „£ t.111009A(T1V.I fljV1SOci Wfl IV°OSH2 Jmd 011SVId 290 201s 'v_ 3.0 fz@ SINS 06d/ 17 g. 290 btu h00£ )0 IV'W nIV Sari-1d 201S HI IM 1SOd 11\111-111`03 z,£ 111111178/ OS1,00 t 15£1-1 -400E AOVIV •{8n-iv ISOd'1 /\If11v'OS v 11V DE1r„ AIL. AM NOT S E- _J EMBEDDED STEEL POST 81"EEL POST DETAILS AF 019 AK 1/7Q x 9" ASTM Mt 6 GRADE 60 REBAR 13 "MIN L POST ON CONC. SLAB OR FOOTING FOR SINGLE SPAN ATTACHED STRUCTURES ONLY MAXIMUM 0" SQ. POST 7110 3" ALUM OR STGLI. 08010' SEE DETAII 8 Al OR AO — 1_ FOUR 1/14 SMS SCREWS EACH SIDE FOR FOOTINGS 08T0 A e 3'1" 808(N I I 8DG0 0IS (ANCL3I 1 3/8" OR 4"0 STAINLESS OR GALVANIZED 1 -1101 M11< BOLT T'P (I60 ES 2 1917) WI 2" EMBED AND 1" 0 WASI IER OR EQUIVALENT i 4" GONCIFLIE SLAB OR FOOTING 100 ESR 2676 (2012 I130) 12/11 /2013 Page 34 of 74 1 1 /2" / 2" POST TO CONC SLAB CONNECTION FOR SINGLE SPAN ATTACHED STRUCTURES ONLY in 130 mph Exposure B Areas ORNAMLN FAL SCROD STRAP OR ALT. SOLID FILLER 11/2'.52 00 700. 0.080" 006320_ alum "U" bracket EIGHT 414 SMS SCREWS EACH 4" 0014600TE BLAB - s 29" min taiga distance 3/8" OR 4/" 0 STAINLESS Olt GALVANIZED Hi0T1 IOWA( 801: f 7(38003881017)14/2" EMBED AND 1" 0 WASI -IBR OR EQUIVALENT ENGINEERS STAMP dINVIS SN_7:3NIONN IV HO AV 11V190 1SOd 1221S--„, 21.0-6 94 090 C ISOd1J7.LS 2d0 'WIN` HE X SONLLOOd 1t6Z =P HO B9V1S Na, El dX9 HdW ON, `3 dX9 HdEN OZI- 2.10) SOS 'V14 (S) 9Sl 9V15 NO„ f3 dXJ HdW OZ 2.10_1 ON13VdS 3/0 - NJCIV2I -1 O.L 91V1d90IS sal S'V91SC15V141 (V) N HO 1 S1IVI20) i2i3SN 1 319 d1S 0 //Vi HO /M - WV:=:19 flO' x Bxii9 IQV_7H 2191 SWS V64 Nf10 rr- 4L io 56 tad P 11\/.130 H1OV1 -1 199..LS of, j1cjvjo E99V valsv) SiAIV 8 1:3DIS 'OS „£ SJ-N1W19HIf1O12J `d80V3H H31VW xo.ldde o/o „vZ 1o1S kid 1 SOS V6# (9) 21O (V) I -IV iiv-Lnu a s) Sailed Dols ONlsn NOLI_OaNNOO "sod O I INVA9 6Z "b 210 0Z'D SO10VI. 333 31009135 N91JFII.SV3 3039 L 919VI, 930 OOCV 2 0 O1°L'Z — I 91-2 90 9 AO11V "Nf }V JF3 )NVH HENVd ON4sOON C1: =1 krinSNl stiLtNOIV CC= V SI 0341001 x94' 3015 HOV9 SINS i'4 if?Iried 0, 0 23 Ji 0 4' 0 0 J' z E 60Z /6 6/L 6 (081 Z 1OZ) 919Z H SE1 001 4— - IV 11V190 -- 9 0 9]S ifi 3341.33 SU:IN 11 SV11NOJ02' 310V1 3749 19NVd VVONIWn"ro 249091031000 NIIN „Sa 1--' -- I - 0 \\ IA1 690. J11703HOS 2i31J'sLSVJ 21019'L 710V1 330 1,111,11„9"0. h£H"b002 LOTJV "INO1V U ONVI-, 099 10ATIOU; J` sues 1719 M CINV 709119.130 H01JV0 S IIV130210J 0/0 „9 d 11V 100 24010/0 ..0 3 119130 2401 0/0 2 SINS 064/ 3"x8" BEAM W/ STEEL INSERT I TO POST USING ALUM. T BRACKET FOUR #14 SMS FOR FOOTINGS UP TO d =25" EIGHT #14 SMS FOR FOOTINGS UP TO d = 32" x 8" x .042" HEADER W/ STEEL INSERT 2 2" FOUR l#14 SMS STEEI. OR ALUM 'I-BRACKET Detail Al or AG) 3" X 3" STEEL POST NOTCHED 3 BEAM TO POST CONNECTION SEE TABLE 4.9 OR 4.10 VON SCREW REOIIIREMFNTS X11. "' ALUM 1 BEAM . 10 "X5.5" ALUM I BEAM DETAIL AF STEEL SOUARE POST FOUR 2,0 001:1S 505 I 1 00301 FOUR 1/7 BOLTS FOR 10 1 t 38 NOTCH BEAM Fl A500 10 01 -;8,5 SO POST DE -AIL . AX u 3 NOT USED DIE J i(I -_.. BA N .)T l.- 7 _ 100 ESR 2676 (2012 100) 12111/2013 Page 36 of 74 AY f BEAM TO POST CONNECTION ROOF PANEL SE.E TABLE 4.g 0124.10 FOR SCREW REQUIREMENTS 4"X0" ALUM I BEAM__„--F"'-'- 0-"X4" ALUM 1 BEAM 7k5.5" ALUM 1 BEAM IS" MIN 1 I11 STEEL POST, DETAIL AI( our 9 /4 0 BOL 1S NI( 'I" WASIIEHS — 1 BEAM — STEEI. BRACKET DETAIL 30 Four 111 SMS max footing s50 is d= 35' 6IX 1/1.1 SMS max footing size is d =40" BOLT LAY 0171 1015 VIEW I 1-._ 1" min O 0 -- O 0 1 EXO 1i -30 -'0 CIV11,F ENGINEERS STAMP dINV1.S SgriNIoNd 1.0-10 116-16 0 AZ 19 ,03 n/ ,91 10-10? 4-1£ 0-193 .0-.91 1-6 1,01 ".tic3 O8 V-19 1111'; 0.21. 9 -.9 0-24 0 -2 0-,03 9 J -6 k1-19.3 0 -193 10-,91 72 0 -2!- 0-141- P4 0-114 0 .4 t 1104-,66 _1 0 -.03 61 0-g3 0 19 6 dO94 10-19 0 -141, 0 .94 0.96 10,41. 0-.41: 0-23 0.03 0,03 o - -.9Z 17j, 40 2.9 060°1 4x3 4X3 i'XC OX6 7X3 Bre 9y,3 XG 4Xr 9x3 Ore 9X71 esd oo 06-.03 11•93 tiie • _.... S €.SOd d0 M0d _MILLI 01 DONVJSI11`):1710 :O.! 11-1 3 9i S J/0 07! 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SISAIVIJV ON12133NION3 1VN011100V 313 /A/30L1'IIVI IS ONIa3AO01008 a3IAV311 18d 830 MIIM /XVW V 01 0NIa9A09,IOOH - 000M 10 X7 1208d 399 90190080/3d JIMM9)118 93808/1 1 8NlOVdS 2101 9.931081935 M1213S .3X41-# 2JHA00 -I/NIA sE0'0 a0 0018.090 0 8# 0100010018/30900 "2"8 NOL O8NNOO O MA ON!LSlX1 O1 -1EINVd SOLID COl ERS 4.0 PANEL SPANS FOR COMMERCIAL_ AND PATIO STRUCTURES 2.25" 26" Flat Panel (Single Span) Detail G 3 "x'12" W Panel (Single Span) Detail E Panel Wind Speed and Exposure Ground Wind Speed and Exposure Gauge Exposure B Exposure C Exposu e B Exposure C in) 110 115 110 115 110 115 [110 0.018 1' -2" 0'_ 0 " -9" 8' " 6" " 1 1 1 II 10 > 8 -2 0,024 1319" 13' -4" 1Z-4" 1211" 0.032 18 -4" 1510" 1413" 1410" 0,038 1612" 15-10" 1511" 14110" Ground Snow Load psf) 10 LIVE Snout/ road pat) 10 LIVE Panel Gauge in) 0.021 0.024 0.032 0044 0,021 0.024 0,032 0.044 0,021 0.024 0,032 0.044 0.021 0.024 0,032 0.044 0.021 0,024 0.032 0.044 0.021 4024 0.032 20 0.018 815" LIVE 0.024 11' -3" 10' -8" 10' -5" 0.032 13 14" 13•_1" 1287" 1215" 0,0338 14 -3" 14 10" 13, -8 "' '1316" 25 0,018 6 -6" 8 -_ I 8' 710" 0.024 11' -3" 11' -1" 0.032 1314" 13'_1" 12'..5" 1212" 0,038 1413" 14' -0" 1316" 13' -5, 30 1 0.018 '7' -11" 7' -10' 0,024 10' -6" 0.032 0.038 13' -6" 40 I 0.013 7 3 7`1 0.024 9 -0 1'I' -1" 0.032 0.038 0,018 0.024 0032. 0034 20 LIVE 5 111 h 10' -8" 30 6,_5' 11 -4" 13' -11" J17 " 1315' 17' -1" 13' -11 7' -10' 13'1 6' -11" 1214" u 3 101-6" 5 -8" 12' -1" 15' -1" 618" 13 -2" 43.3 "' fi -6" 913" 3 12'41" 5 5-11" 7 4 T -I" 6 6' R" 6' -0" 1167" 10-5 12' -9" 13•_7•, 12' 11„ 12.6" 1244" 6 -8" 40 412" 4' -'1" 3 t 315" 8 -3" >__ 2.5" x 24" 7ri Vee Panel (Single Span) Detail F Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure G psi) (in) 110 115 110 115 10 0.018 6110" 6' -6" 6 -'I" 610 LIVE 0,024 10'..7" 9' -0" 8' -2" 0.032 15 -0" 12' -9' 0,033 13•_9•' 1366" )12110" 12 1-7" 1..1. 20 0.018 LIVE 0924 8' -0" 7111" 0.032 0,038 1231" 10 -11" 0 0_.___. 5111... 25 0'18 v' -1 U" 5' -II" 0,024 7111' 769" 0.032 'ID' -7" 10' -7" 0,038 11' -1'1" 11' -11" 30 0.018 5 -6" S 5' 4' -9" '0 -8" 0032 0,024 /15" 7 -5" 715 6 -10" 0038 11 3 g•..g• 1 39 8G' 11' -1" 10.9•" 3 40 0.018 4 9 4 8 n 6 0.024 6' -1'I' 61 616" 0,032 8' 7' 8 3 8 -1 3 "x0" Flat Panel (Single Span) Detail Ground Panel Wind Speed Gauge Exposure B 10) 110 1 0.018 13' -1" 12' -8" 0 107" 414" d Exposure Exposure 0 110 115 0.024 0,0320,038 0 :018 0,024 0.032 0,038 0.018 0,024 0.032 0,038 0.018 0,024 0,032 0,038 0.018 0.024 0.032 0.038 1G -1" 19' -0" 18'5" 19' -9" 13'-0" 518" 1514" 7' 4," 1780" 10' -6" 1310" 13' -0" 15-4" 15 -4" 14' 6 12'-3" 1416" 1611" 1112" 1Z-111 11' -8 1413" 13110 15 -10" 15 -4" 11'_0• 10' -7" 16' -8" 18' -0" 12' -3" 15-6" l6' -1" 8' -10" 1211" 14' -3" 10" 8 116' 1367' United Duralume 350 8. Raymond Av Fullerton, CA 13716 243: 2013 Carl Putnam, P. E(- 3441 rvylink P1ar1e Lynchburg, VA ¢45031434) 384 -2514 j eeC ( f car ufnm ewncast. net - - DEC 1832 MAXIMUM ALLOWABLE TRIBUTARY WIDT FOR PANEI-7HEADER COMBINATIONS Panel it of 810 screws PER 00 Gauge 1 1 2 3 2 13 in) 115 M0H Exp R '115 MPH 5463 0,018 3' 6' 4' G MAX 8 3' X MAX0.01 4' N/ MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX Headers Ohio 228.625 R0 Fascia 3x8 0,013 All Others 0.018 Oslo 226.625 0,024 120 Fascia 0.024 3x0 0.024 All Others 0.024 Oslo 226,825 0.032 R0 Fascia 0,032 3x8 0.032 All Others 0.032 0,033 0,038 0.038 0.038 Table 4,9 o attach panel to header 2 [ 3 4 15 140 MPH Exp C 3' 4' VAX MAX 3' MAX MAX MAX 3' MAX MAX 3' 44: 4' G MAXV MAX 8 x ivUlX 4' 6 6.9A VAX 4. 6 8 MAX 4' 6' 8' MAX 5' 8 IO MAX MAX5' MAX MAX 8 1t MAX 8 10 MAX 5' 10' MAX 6' MAX MAX MAX 6' 91 12' MAX 6' 9 12' MAX 12'5" 1263" 11 -9" 1117" 12' -0" 11110" 1y 111 1182" 2" 9' .i' 9' -7" 8'-i l„ 14 -8" 14' 6" 13' -11" 13•_0" 60 014" 6' -3 6 0" 5 -1i" 60 3 3 3 2 2111" 2'110" 60 43 412" 4 0 31-11'1 60 0 018 / v' 7 4' 7 -1 5-11" 7110" 7' -9 71' 7 -4" 463" 4 . 7 3 9 3' -3" 5:.1 I ' 5 11" l 6 8 L! 0 024 9 2" 0 -1 8' 9 8' -T" 9 -3 0' -2 8 -10" 810" 7 -10' T9" 7 -5 T -7" T -5 / 4" 3 7' -1 / -0 4032 10 -10' 10 -10' 10' -1 10 -10" 1012" 10•_2" 9' -9" 9' -7" 0.044 9110" 91-9" 9' -4" 9' -2" 8' 4" 3' 0" T -10" 0.038 1211" .12'_1" 12'-1 12' -1" TABLE 4 1 TABLE 4.2 TABLE 4.3 TABLE 4.4 Dble 22E62,5 1.1.11 .__...,- ..x,.,. - _, ._._,. SINGLE SPAN TABLES f, NOTE: PANELS MAY OVERHANG '25% Jr THEIR CLEARSPAN RI" I ascia 225" 26" Fl s1 Panel (Ivlu111spar 1 Detail G 3 "x12" W Panel (Mul1ispan) Detail E 2.5"x 24" Ili Veo Panel (Mullisp in) Detail 1= 026" Flat P."nel (Mullispan) Detail li 328 All Others 0,038 968" 0,018 0.024 0,032 0.038 815' Ground Snow Load T (Psi) 10 LIVE Pone( Gauge in) 0,018 0.024 0.032 038 Wind Exposure 1'10 Speed and 0 115 0111 12' -7 15-10" Exposure 7-xposu e 0 110 11S Ground Snow Load psf) 10 LIVE Panel Gauge in 0.021 0.024 0.044 Wind Expose 110 618" 813' 17 -0" Speed and e 1:3 1'15 6-4 7110" 1688 Exposure E Exposure110 1 5 8115 r . 1." 15' -2" 0 I'If 513" 617" 10'_1" 8]" 14 8 At Snow Load n ^tt' " ) 10 LIVE Panel Gauge in) Wad Exposure i" 10 7 =9 917" I'i'i" 10 -2" Speed and R L.1, a 7-u 914" 1'I' -41 ., 12 -9" Expo Expose 10, E610 8 7" 10'..6" 11 9" ere e 0 5, 6 -8 815' 10' -3" 11' -6" Ground Snow Load P s Panel GaugeIn 0 -018 0.024 0.032 0.038 Wind Speed Exposu 110 11 -3" 14111" 19' -0' 2081" and e B 1110 1041 1V-5" 18' -5" 19 19" Exposure pp Expose 0 0 I N 110 114 1012" 12111" 1619 912' 1117" 15' -1" 8111" 1114" 14110" 0.018 0.024 0.032 0.038 1111 10 LIVE 10-0 1314 7Td" 1819" 9-10" 13' -0" 16' -8" 1816" 20 LIVE 1______ _., .„. 2S 30 40 50 0.018 0.024 0.032 0.038 0..„__e..._.._____ 0,0180,024 0 032 0,038 0.013U1 0,024 0.032 0.038 0,018 0.024 gU32 0038 0,018 0.024 0,0320,038 814" - 7101-7" 1311' 1463" 81-2" 1010" 12 101410" Y -9 9110" 1262" 13 -6" 710" 8111" 11 0 12' 5 8'-2 10' -v 12 110 1410" 8 2 1065 12 -1014-0' 7 918 111-111 13' -5 110 10 U 12' -4 131-3" 710" 9810" 12 2, 1"' 6 7 4' 914" 11' 7" 13 0" 6 -7 8' S o10 "' 1 1 9 ' 5 8" 7 3 91-00 1 0 2 ' 11' 10' 12 -2' 13 6 717" 018" 71 1I' 13 0 7 288-25 1114" 1219 LI20 VELIVE 11525 30 40 0.021 0 024 0.032 0.044 0021 17.0)4 0.032 0044 5 10 9' -1' 13-6 3-10" 5 7 8 10 13' 1 J 5 7" 8' -10' 13' 1" d 9 5' 1 8 i0 1311' 3' 414" I 1 -10 i 111-10' ' 7 10" { 388 f 6 101-5°1 2' -0' t 2 -10 S v I 7140 L 5 3 8 -3 12 I 4' 4 - 7 810" 1212" 1 3111" 1I 4 7 6315" G 3 919" 1 -1U' 2' -8" 415" 7 10 4-T' 8 -t1" 12'-0 3 -e 4-0 7' -10" 11'-10 2 -I1 319' 0" I1' -t t 2' 3 3 " 6 1" 3 7" 119" 2'_4" 414" 7110" LIVE 1111.. 25 1.11.1 r1J 40 80 LL 0.024 0.032 0 030 0018 0.024 0.032 0,038 7 917' 10' 0 610 r -f 9"610' -7 II' 1 9 -5' i0 7` 010 1 T-5" 1 5' ' 10 / : f ," 711" i 8'9 9'-10" ) 1 6 1 1i 17 81-11'1,44.2344-47" 3' -10 "i 583" ( 617" : 7 4 9 -1i01 5 8 s 8E11" 10 0 5 4 6110" c v890 4 4 6 J 3..g 583" 617" 7 5 3" 6111" 10 -0" 6" 7 -1" 819" 9110" __ 5 1' 610' 4" 8 -4 9-4" 42" 5.1" 7 -6" 81-6" 3 -7" - 5"-3" 617" 5 ' LIVE 1111_ 26 0 40 60 U 024 0,032 038 12 ° 15 -8" 17' -4" 12 0 15 -4 17' -0" 8'-- 66 1419" 1161-S 8'-- 1114" 14 -6" 10' -1" 814" 11'-1" 14' 3" 15 -10" J 11' 101-7" 1317" 153 - 1-2 1214" 1319" 6 -3" 8' -4" 10 -10" 12 'I 0018 0.024 4032 4038 181 0.024 0.032 0.038 0018 0.032 1.038 0.018 0.024 0.032 0.038 9-0" 12'10" 15 4" 170 810 1164" 4 1416" 16 11" 010" 1. 0 1514" 17-0" 8- 4 1110 141X" 1161107717" 13 -1 14'6 613 8' -4" , 10110 12. 1 5-6" L 4 14' 016' -1" 8 I" 10 - <3 13 10 16 4 I 3' 12 -66' I, 1' 6 13 8'_4" 10 110 12 1 U 02.10.024 0.0320.0320,044 0.021 0.024 0.032 4044 3 b 5.6" 60 1262 3 0 3110 6 tU 10 7 2 -1" 2117 41-10" 7110" 0 016 0,024 OU32 0038 0018 0.024 0.032 0038 0,018 0.024 0,032 0,038 8 T -3 II 1110-0 I' -8 V -G U i 91-1" 3' -10 5 13" 7 7 0-1V 8 -10 10 17 1 5- 3 ' 0-8" 1r' 7 3 3 "' 1 0 2 Ei 6 814" 10 + 1 1 7 v e..'.T 7 -3 910 10 -2 713" 13 -3" 141-8" 0 -3 5-4" 10110" 17-0 8 77 3 910 1012 60 0.021 0.024 0.032 0 044 CG ESR 2675 (2012 IlAlltl`2741 f2013 TABLE 4.0 Page 38 di' 1tE 4-7 TABLE 4,8 5' 6' 8' 0 6 6' 6' 6_ 8' v1Ax 8' 8' MAX tr 11' 11 _. MAX 13' 13' 9' MAX 9' 9' MAX MAX MAX MAX VAX MAX MAX MAX MAX MAX MAX MAX MAX' meat s the maxi nun) possible tr Minimum n lmbe of SCEMS Is m per 1 MAXIMUM ALLOWA13LE 114183 (AIRY WIDTH AN01614 FOR PANEL/1 FADER COMBINATIONS Panel t? 01014 screws PER FOO-- to at Hoadele Gouge 1 2 3 1 2 3 in) 115 MPH Exp B 115 3 PH ExpC Dble 226.625 0.018 6 4' MAX RE Fascia 6.018 6' 4' MAX 3x8 0,0'18 0' 4 MAX Dille 226.625 0.024 7' VAX v i0' beta y wk th anal 30R5W5 abhele 4de.1r0 0011 )anal tto a 1 2 3 I 4 140 MPH Lipp n 3' MAX MAX MAX 3' MAX MAX MAX 3' MAX MAX MAX MAX MAX MAX 3' MAX MAX 4' MAx MAx MAX 4' 8' MAX MAX 4' 8 MAX 3' 101 VAX MAX 3 ID' MAX MAX 7' 10' MAX 4 7' MAX MAX 4' 9' MAX MAX 6' 12' MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX 1v MAX MAXMAX MAX MAX MAX MAX MAX MAX MAX MAX All Others 0,018 6' RI, Fascia 0.024 MAX 0' MAX 328 0.024 8' 6' MAX All Other. DNB 2x6 625 17 Fascia 338 Ail Others Dble 226.625 RI, Fascia 3:;8 Alt Others 0,024 0.032 0.032 0.032 0.032 0.038 0.038 0,038 7' 10' 11` 7' 10' 0.038 '13' MAX MAX MAX MAX MAX MAX MAXMAX6' MAX MAX MAX MAX MAXMAX MAX MAX MAX MAX v '10' MAX MAX 6' MAX MAX MAX 7' MAX MAX 4 i MAX MAX S MAX MAX 10' MAX 6' MAX MAX 7' 13' MAX 9' MAX MAX 1473119r19.1 9110 01 e0ed 21.06/1.116r (091 3403) 9/_97>386 GUI 1 3 7 £ 2 4 b h E 4 i, 9 9 9 ( 91 6 7. Z 7, 7 E E 2 1TZ7. E E 17! Z 3 E 9 4 9 j -.- 9 El- Z L 2 L 8 4 b 9 4 9 5 8 E 9 9 9 , L ( V6 4 Z 3 3 2 6 2 9 1 3 z E E 6 9 2 E 1 9 9 L L 84 Z 3 Z Z 2 E 2 1 3 Z 8 1 9 9 EL Z 2 E 1, 9 9 9 1 E '9 9 9 L_ L 8 34 3 Z G F E 2 h h 1 Z £ 4 1, 5 9 9 Z I Z £ E it h 9 1 9 9 9 9 p h 9 9 I 8 6 6 1.4 6 01 3 Z E 9 E 9 V 1 b 9 9 1 9 I.I. I 8 6 1 li 9 9 1,9 b 9 L 9 9 9 £ 8 1 9 992191. 2 2 1 b 1 4 9 9 9 • 9 9 9 9 /. 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O1 -,Z4 2984 24921. ,24 „922 „0991. „9-,91- „19-,94 .9,1.1. 118-,76 ,1=,E4 ,i9 -,21 „66-,26 „1 -179 „4991 „9991 29,91 I 14 9-,46 ,!1,11. 2-79 G ZL ,6 -,E4 £ 11 01,14 7,80'0 4700 360'0 4200 320'0 1730'0 Gij SsaMP1111t u9>IS la ced -1 eo-j 9 9 4 V 2 3 (ij sawo!t1 a.FO3 01 s)..., 9e0] MOC „s NI J d1) sue €S alge o €ir ,... 0 0L4 094 094 091 082 031 941 011 H eJ11sOd)(3 - gdus} >aadg pul moo) siauecl clam,pues woo Leos (e, SOLIE) COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH 9)ND AREAS 0.042•x3'5s0 "-Box Bean (Detail L) Double 0.047'x3'120" Bt are (Dela)!M) TABLE 5.1 /Member! Freestanding or Alteehed Froeo(anding or Structure Mldlispon Uncle SWolure Aultispan Units 012001 0 free 0027 WO( MAX POST LENGTH 7655 LMXPOGT 10042711 5001.2/ 5'210712 SPACING POST 8122 "t 0 18 I 2 P077 I.IN r- GT i 0 I 10' I 12' LOAD (7l) ON SLAB 2PACIN' 0057 1 (' ONS7RA114EO 70019 GIGGING POST r 00002307I145000094 707) NG 0'p 2m2 4' sr - (I ) 4) (ln) go) En) 1'N 1) (lo) 0) pubic 0.032'.52'205" Beam (Dela) K) cached Freestanding or iuetur0 5ulliepan Units MAX MAX POST 115T1GTH POST 390 2CN a I 10 1 12' 57/02110 IOST M ?A- 00)(511005750 2007E 11 TWO aI.IVI2 LCAOuNLY LIVE Ll)AL1on9 9LIVELois) 5o72NLI' 110 MPH A11-103410A 13 r2 a t354 2.5191112 11J____ -..L 110.0!)82ANS20110 4.15 S'0773 10 7 S -u' IN 5(0(2 E2520eaR20 e3.5 35 50 25101112b 00 c 102320 2221212121222227722222 27 2323 1. PNEXPO2uRE 21 25 21 25 22 24 22 24 22 24 23 23 23 23 13 23 73 23 23 23 23 23 24 24 24 24 10511 20 0' 2075 . 5' 21 1 25 12 ti' 2524 11 ' 24 11 1' 21 1253" 24 itl 3 23 11" 23 9 0" 23 2" 23 Ns 1' 72 5 -5' 23 32' 23 t -0' C 0 00U O 22 23 2421242' 25247r 2727 z5252524242425 2525 20 2777 20 29 27 20 20 77 20 27 27 70 25 20 25 20 25 25 23 25 20 26 7a 2.8 20 20 28 21 20 2.6 2424 2522 26 27 20282820 22 2720 29 272722 27 2752228 29 ea 30 29 27 27 20 27 79 27 20 77 28 27 70 23 23 23 20 322322 2921 7620232027 10'13' TABLE 5. 20202020212121212272 22222223232323 212122 2223222323 24 2424 24 2525 24 7A 20 27 30 7.2 25 21 23 25 221 21 22 74 25 25 .23 24 25 21 22 24 20 22 22 23 25 0 72 22 23 24 O 22 22 23 24 22 23 24 22 22 23 21 22 28 22 24 23 23 23 23 23 23 23 23 23 73 23 23 23 23 23 23 23 23 23 33 23 23 23 22 ICC ESR 2676 (2012 IBC) 12/11/2013 10' -4" 0 17 LT0 0 L) n n Dn 22 22 23 27 23 27 79 23 25 27 28 74 25 27 22 24 25 24 20 25 20 27 25 75 227 27 20 25 25 27 25 25 25 20 25 72 26 25 26 20 211 25 25 243 71 20 20 20 20 20 27 27 27 77 27 27 27 27 27 27 L 202024 21217222722222232323 2323 222232 22 22 22 72 27 22 22 22 22 22 22 22 27 77 23 23 23 2172232323 232525212424 23 232323 2223 733 22 2622 2CJ} 24 24 24 24 24 7 23 75 22 24 72 24 22 24 22 23 22 23 22 23 22 22 22 22 22 22 73 23 23 23 23 23 22 7.3 24 2521 0.042 "z3 "x8" Bcx Beam (Dela 1).) amble 0.042"x 8" Beam (1 ela2I M) Double 0 .052'x2 "x66.5 Beam 1De1a11 IQ AllachedS1ructur0 meet, ding 7021(121)2 n Unll9 AttachedSlmc(ure Freest nding orMultlopanOnite, Attached Freestanding or Slruolore_ Multispon Units 0 0021 B SPACING1'1) AR_P 0 ._ 1'1" 0 -2' 13'2" 5s2' 5' -T' T -11" 6" 2 e0 0 6' 7 -Y' T P' e -1^ 7.6" n' -0^ 9'13" 4E_U___ 7' -7' 1' -t" 9" GA" 4.2,E 455'' ea" We:00270EL 0CON2TRA.250 1. CEP) G(11 10` 11l'OGGIN hl• •t)' j ,{'t) Oa) MAOPOSTSPACING' FT) W 0' t3 ti" 12 -5' 11 0217tn• -2„ 9 'A9 'I" 9.8" Bb" 019P'9" I h' 1 -i' 1 1211-8" 12)10' 5 -0' 9' -11PS" 2'.1" T'S" 75i' 7'1" ri =A" a_I" 6.27.4._ 1J'e" 19.0' 10 -2" ID' -Y9'-)• 5 -3' 2111" T -T' 7'4•' r -r' 00000000700001100707° C7^ O° o- GI1G Oo O GOOJ7OOOn. K ci9 GOI512E EO 21212222z3tt232t2421L1212121 1564% 9' CONSTRAINED ON 20251424 7223223242421242424 Peal LENGTH 17 11)n 20202b25zs 252424 74 7421241. 212226 272/ 27232625zV272727 J.% 7825252525242424TI 2424 1 12' 7000564' r. 07) 28 20227z5262222 21252525252 3022 10287820272727272727 21 , 20 27272226201262525 7575 1214P0ST5PACIN 922" 6' J" 6' 751" 063' 6 311" LAO613 A1' - 10" A ]' 1 3 8G74. 5 -7u'.2^ 5.9' u3' 11' 4'S" 4V" 4'3" 4'1" P -1" T -0" T -1" 6 -P• G -2511E-7' 0 175' -P' 4 -10" 4 -Y" rs MNPOST110E 83L rf: C 00 MAX Fool l 8 045 .0112TIb4NE6 4^ f 611 ) (0 2-2.___.- 16 72 1 . . 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S CVI S NO 1 501 60 I 8310 0/ 1101 09 0 3,1005 01 0 0101. I 3I 011)T7 01100 11 1o0(1)A00) [ 01/01 1000 0 7.I1 (100100 0 00000 Es 001 I 30.01 0115 17 :11000. 313 110100) 10011.022 x „050'0 011100 t (1 11e100) 01000 100 „8x,.53 „],40'0 05105 0100/011110 10 00 030000 '04000100)001000050015030)010000)053010010' 01 0050115d 003/408 01100 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL 000E88114 11 MPH WIND AREAS Roll For 1 Alum Fascia 44710770) (De5ei1 N/) Extruded Alum 'asele (Delo)) U) Ex Ruder. All "ascia (Oslo)) V) TABLE 5.5 Attached Freestanding or Alta toed FrsCSlunding or Attached Freest IDding or Structure Mu)lispan Units Structure MWispon Units Structure Multis en Units GROUND 7013 P03r 1 , 20811.1815-142rFl7I +' 2' 077 !2' 1 10) N 2' 7127 MAX0' POST LENGTHeM1OW ; +1 tJTH SPACING POST Mal F c I + NER6 [ 0 1 07 PACT 02 1 =a 157 I 2 7027 1 4 1 7 :v 00 I 12' LOAD II T) ON ) 90(771740 I'J l I7 C-s1' 5 FOOTEF SPACING POST I 00 TRAINED FOOTF 6052074E 727 9.r. _faY .T it IIJ.II]eiEPST) (ET) (77) T1PL I" 'U' d" (Fi) TYPE 1 1' "J" I' (F0 TYPE 'tl' au/ (M) ON 710 ( 9 (') (n) (d On) 00 0 0 27 1 222027272727272727 24 27 1 23272829 29 20 29 29 20 20 110 0444 I 7%7044940 6 n+1 21.7111=X0050;312 276 27 27 6 20 28 29 70 20 29 29 29 20 30 Sa 30 30 30 30 30 30 31 31 31 31 31 31 3' 32 340MPH EXPOSU 101.5510LOA[) 01217 5. 27 2727202n 3029232020 70 2020 2027272027777E130 303131313232 01 23 24 26 13 6 74 25 71 23 24 - 4244 21 22 20 20 22 2Z 24 11 8 21 23 24 75 22 22 24 25 1140" 22 22 21 25 73 23 24 f6s 22 22 24 2, 73 23 23 24 10 22 22 22 25 23 23 23 24 l -7' 23 23 23 24 23 23 23 24 9'- 23 27 23 24 13 23 23 2. 23 23 23 24 24 4 24 24 I 23 23 23 24 24 24 24 24 1" 24 24 24 24 24 "2-) 24 r 9° 2 24 74 Y4 24 24 21 21 71 24 24 24 24 24 24 21 J4 ) a' 1 24 24 24 24 24 24 74 24 G' 24 24 24 14 27 25 25 7 7" 25 26 25 25 2.5 24 75 2' ( 3" 25 25 25 25 25 75 2.5 25 i 11" 25 25 12 2530 30 12•.1 P - 42927 21 9. 9" 20 20 o•• -A° 7 )) 2 7' 0.• M 30 6440 30 5' - 0" 31 G 4' 3131 37 5- 1" 22 5 - I" c 0 1 23 25 20 28 3 22 26 27 70 2 24 25 27 6 23 27 26 26 24 24 25 27 0 23 2) 26 27 24 2i 25 26 0 21 1'1 27 7/ r 24 25 2 0 24 24 25 27 17 a 75 26 24 24 25 70 25 25 C 25 25 25 26 25 20 20 25 O 25 2. 27 27 e 25 35 25 0 17 25 75 26 12 1 25 25 0 25 25 25 27 26 20 26 26 0 25 25 20 26 30 27 26 26 0 _00 26 , 2 26 27 27 20 0 20 200 20 27 27 2 2 27 I) 20 20 20 22 26 16 1 20 0 10 29 23 26 20 26 26 0 27 27 27 77 27 27 27 2/ O 27 27 27 27 77 27 17 2/ 0 27 77 27 277/ 2/ 272626 26 272727277729292) 2930 3O20 28 27272] 272720 737029292920 30 16(2 ESR 2676 (2012 IBC) 12/11/ 20130 cC 0 0 21 22 25 26 E 21 74 24 27 21 27 ... 20 11 21 23 27 27 22 23 2i 77 . 22 27 25 26 23 23 24 25 92 25 24 26 23 23 24 27 0 23 23 24 25 23 23 23 25 23 27 24 23 23 77 73 24 22 73 24 25 2n 24 24 24 2 24 2' 24 21 24 24 85' C 24 24 24 14 24 24 24 6 1' O 24 74 24 24 24 24 74 7 - O 24 - 24 14 24 14 74 /' 2 4 74 24 25 25 25 27 27 23 27 2- 2 2: 25 26 5' P 25 25 25 20 75 25 32 25 6 2 n 20 25 25 25 25 25 25 -0' 0 25 2 25 25 25 25 25 22 0 25 22 25 75 25 25 25 25 7'-2 T 27 20 xu 26 Hull For Alum Fascia wi Insse i (Beta l Vd) TABLE 5.5) Attached Freest cling Or Slwdere S4uillsp 7 Units ROUND TRIP 2007 MAX 01:122072.44. 90144 7NOVJ 1/848116200)740 POST FIN F 02f e 10 1 12' LOAD (2 r) ON SLAB SPACING 120.85 SIZE_ 0011570 241.0 F002. 78 PC) (Pit UT) T5POIn6:tl 1 1 (ol 720) EX 080 20 20 6 7. 323231 24 25 222524 24202520 27 27 25 27 77 27 77 27 77 27 27 28 221 23 77 26 70 29 2920 20 77 1 20 20 1 20 26 27 20 27 2527 17 26 1 7_ 20 20 28 223 27 77 27 27 27 2720202327272] 772a202920 20 26 O 25 O i L25 26 F 2+ 1 2) 26 26 1)) . 6 27 17 02030 A 7 • I1 EXPOSURE 0 0 24 z/ I 27 27 6 26 27 27 2727 17 F 20 77 F20 20 20 27 78 O 0 29 9 29 O 20 77 Page 43 of 743020 272720 202917 202722 37 10 20 xlrsidad Alum Pesci (De)s5 t)) Allachbd Freestanding Or Staclurc MI.Illepen Units X1'0271)21707) 5 s' I 10' i 57 CONSffiWNE0700TE7:PX7057' SPACING 2027 Ill) 770E t1' -iu' r. R.) 4n) 1 0zo20212121222222 22 272222 33 23 2424 24 2522222121272'0222222222723 26242423232324 24 2424 24 2s 2322 2237 2772 22 1 2772 72 2 23 2 22025 32 242424242525 252727 20 IL 728 25 xtr led Alum Fascia (Doted V) Attacked Freestanding or Structure Mulllspan Units 0 / 12POS11mIcTH 0o8E8 3 I 10 I 13' SIZE OON677..NNEO FOOTE1 70) 0 0 20252424242/, 25 75 20 77 24 20 77 74 21 22 23 21 21 23 21 21 32 21 21 22 77.7.7 27 22 72 72 22 77 71 22 77 21 22 22 32 72 2 27 12 22 c 77 2. 23 3 23 L 23 24232322 24 24 21 24 24 24 24 24 24201] 74247434 72. 2427252474242323 2 232272 2277 27 2.11 5 =u 565 - G" 541922723 272321247.12424245225 79 24 21 2s 252025207525242424 2427 2:i26 262520 26 25 26c e 21 E,:.9< Jz,' uuMo 4V[] /59- 2 0g 810 0E4( 7 ynv rn I ?llu 00 n0- 99/1 17Z. 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Mantled Structure Freest Tiding orMullisanUnls TABLE 5.6 Attached Freestanding or Structure Multispan Units 1 IA% POSTSPACING Attached I Structure M{NPOST I.L F(coslondingMulluspnnUnits MAX POST1E11CA E 1 IY I:ONSTR!INED n1 L 00).. or l 1 12FOOTS D'1 IMPOTSPACII'IC AttachedStructure MINPOST crE11912E W) FreestandingMullispanMAXGCONSIRr2I11ED I orUnits POST LGCTH 1 i0• 1 12' FOOTE: 0,6 (,A' GROUNDSNOWLOAD PSFJ TRWVvtD111NT) POSTSPACINGOT1:tA1FT) MAXPOSTSPACINGPr) MINPOSTWE oeici I SIZEd MAX P0ar LENGTH 3' I 10' 1 12' COIJSTRAINFDF OTi -'1 J tl • 0' j 149 N9 r.?M1`IPOSTIYYL FOOTED5L1 MAX CONSTRAINED J al POST LENGTH I 10' I 12 POOT I E' "E n (iN 6111VYUSITYPE. 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ATTACHMENT TO HOLD COVERING AGAINST MINOR LATERAL FORCES. 3. USE MULTIPLE BRACKETS AS NEEDED. 4. FIBERGLASS POSTS MAY BE USED FOR ANY STRUCTURE. 0.032'X2'X6,5' ALUM HEADERS OR \\ 0A42'X3'X8' ALUM HEADERS PLASTIC HOLE PLUGS - r 1" MIN FIBERGLASS POST COLLAR FR3ERGLASS- DECORATIVE M2? POST COVER FIBERGLASS DECORATIVE 721131 Ca \/ER EIGHT 014 SOS 1.5-443' STEEL L 80110 IFRA <EI <TYP) I$a 3/8 X001012 E 4501 [12 cat- STRUCTURES COMPLYING WITH THIS DETAIL DO NOT 220131RE ADDITIONAL BRIEFING SNOW CONSIDERATIONS GROUND SNOW LOAD (PSE) 10 15 2025 30 MAXI1100 h" (IN) 9 14 17 18 20 NX.iS 1:030 00172 FFF 7111403/4' TEK SCREW 3/0'X 7}' )301.5 13'X7. STEEL. L ANGLE BRACKET <TYP) STEEL OR ALUM/NUM LOAD 0242156 POST 3 /18 4855 A.30 STEEL SEC 004 NOTE go FOR CORROSION PROTECTION 1317001(0T IS 1.75' VIDE ALUM PANEL -\ DR RAF(ER\ TOP MOUNT L POSE SNOW LOAD vim/ 1 8 ICC ESR 2676 (2012 1130) 1 211 1/20 13 PATIO COVER j\` SEC. TABLE 7.5 FM FASTENERTYPE' ANT] SPAC!N(. DOUG FIR UTILTIY GRADE OR I3T2 ATTACHMENT TO WOODEN DECK FOR SINGLE SPAN ATTACHED PATIO COVERS ONLY. SEE GENERAL NOTE 4419 a u 3' 11ETAL POST OETA[l AI 034 22 TWO -3/0' x 5' LAC SCREN 1'0 W05H0R, ONE U14 EACH 1 3018 1111 COLWIN. 2/4" DOUOIAS 1[11] LURPER ELDOR 10I5T 02 HEADER N ATTACHED STRUCTURE POSE TO DECK FLOOR JOIST ALTERNATIVE EAVE ATTACHMENT 218 11003378 000337 ¶0f) 8E0 comm. NOTE 48 414x1.5' eccae.. 5013233 TOP 111UNT BRACKET MOD MIN GAP BETWEENLEDGER AND ROOF FOR DRAINAGE DAVE OVERHANG AND 'L' MUST ALSO COMPLY WiTM DETAIL DC NOT ALLOWED IN SNOW LOAD AREAS MAX 4/IND LOAD IS 110 1I21-1 EXP C Page 65 Of 74 EXISTING SAVE Dr- WOODFRAMING STEEL BRACED- SEE GROSS SECTI011' -" 1" SPACING (1l4x1.a° BETWEEN SCREWS `L1IE8/S 2 "0 DE LEDGER BOARD h46 POST SPACING IS RESTRICTED TO THE 'ON SLAB' SPACING SHOWN IN HEADER TABLES IN SECTIONS 30 -6,0. SOLID COVERS MUST USE THESE RESTRICTIONS FOR 10 PSF SNOW /LIVE (_083) M8 0113 014 41IDIDSPEED IS 1'10 MPH EXP B 120 MPH EXP C FOR 20 2511 OR GREATER SNOW /LIVE LOAD MAXIMUM W100522ED IS 140 MPH EXP C FOR LATTICE COVERS ALL 5001/ AND LIVE LOADS MA011411I WIND SPEED IS 150 MPH EXP C THESE D'EIIAIS ARE APPLij1CAB[L[ TO STOLID OR LiAT d GE COVERS SIDE MOUNT BRACKET SEE GENERAL NOTE 119 FOR CORROSI00 PROTECTION l PANEL STRULTO I-°-^'k-'i" 0,188'x2'02' 85114A613GRADE33 01£3£3 STEEL Bh ACKET I /To Load 10 Wind Speed mid Exposure 110 mph Exp 13 110 mph Exp 13 130 mpS Exp 6 l4Omph Exp 21 110 mph Exp 0 415 mph Sup C 130 mph Exp 0 140 mph Exp C 140 mph Exp 1320 MAX L' 11011 TOP OR SIDE MOUNT 16" o(0 24' oic 111 oio 24'o /c 32..10„ 13011 Exp C... 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Z /I-IV 6218/ 0 00 IV G 1. 7.0111h1. 0/ 0 e /L1 1'N PRl4601 10164 21994 1 S I 'IS JAC:1090N 9499149 10020.3,02,132.2/13 e4/L 0100132 122113 2130,,t0,13/l 20001033 120101 £69791E 1700/ 9101919 „0:7097 91910 I01201S, 9 C 91011 190, 1,,92,,E7„9/.0'2121110012/ 90100 . 2220200130'0101013 101011/ 00/1 .800'0001311.910 0 021111010500001 / 0101.6409' 60 I10 1S „:1121.1.604/ 01011 {j 1110 L01200101101 V 990 9 0090910930010 . 9009 .9.9001 lk I N 1 191.- 4 19,94 06961. 96 274609-. 96 d-, EE. x, 61 „9-56 04-2P sd 0 ..,., -„ /00 0]- 1, e01 /0011e 4001040 10 0091 9213 00 00-020029 0011 201930/100 1 0) III] IM 019010011V F 9' L 119 ns! 9' fl5'0 1J) 109010)1 914132if11of1N18 091081 0001VION31NW00 4110.3 S.LN3191M1 12097 J 20303.45009 ONV.LSOci 4)'J_ 7.0 CONCRETE FOOTING OPTIONS EQUIVALENT FOOTINGS FOR FREESTAND AND ATTACHED DIAMETER 05 f -1 > CIRCULAR r a s y FOOTINGSINGS (IN) ry " In 12" 1II 7n,. 36" 0 DEPTH OF CIRCULAR FOOTINGS (IN) 17'' ) 24'11 ' ° 14" 14" 15 i8' 30" 15" 16" 19 36" 16" 17" 21" ( 43" 19" 18" 1 22 52" 23 23" 61" 27" 24" ! n/a 31" 26" n/a 36" 27" n/8 42" 28" n/a 48" 30" n/a 54" 31" n/a n/a 32" I n/a n/a n/a nla 35" n/8 n/a 29" 36' 'j n/a n/a 30" 38" n/a n/a 31" 39'' n/a n/a 32" 40" 0/8 n/& 33" 42" n/a n/a 34" 43" ' n/a n/a 35" 1,, 44" n/a n/a 36" 46" nla n/8 37" 47" n/a n/a 38" 4811 n/a 5/8 39" 50" rr, n/a n/a 40" i 51" p 11/8 5/8 41" 53" n/a n/a 42" I 54" n/a n/a 43" 55" Ipp, n/a n/a 44" 57" I nha n/a 20" 21" 22" 23" 24" 25' 26" 27" 15" 16" 17" 18" 19" 20" 21" 24" 31" 35" 39" 4 49" 54" 60" 5/8 n/a 5/8 5/a n/a 5/8 5/8 5/8 5/8 n/a n/a n/a n/a n/a 16" 17" 18" 19" 20" 21" ij 22" 23" 24" 25" 26" 27" 28" 29" 30" 31" 32" 35" 39" 42" 46" 50" 54" n/a n/a n/a n/8 n/a _I', ICC ESR 2676 (2012180) 12/11/2013 CONVERSION TO SQUARE TOP FOOTING For Single Span Attached Only Footing Depth U 18 24" 30 36" d d (in) Required Side of Square Footing 20" 4 21" 18 16" 21" 23" 20" 18" 16" 22" 24" 21" 19" 17" 23" 26" 23" 20" 18" 24" ' 28" 24" 21" 20" 25" , 29" 26" 23" 21" 26" 31" 27" 24" 22" 27" 33" 29" 26" 23" 28" 35" 30" 27" 25" 29" 37 32" 29" 26" 30" 39" 34" 30" 27" 41" 35" 32" 29" 32" ' 43" 37" 33" 30" 33" 45" 39" 35" 32" 34" 47" 40" 36" 33" 35" 40" 42" 38" 35" 36" I 51" 44" 39" 36" 37" 53" 46" 41" 38" 30" 55" 46" 43" 39" 39" p 57" 50" 44" 41" 40" ; 60" 52" 46" 42" 41" 1 N/A 54" 48" 44" 42" N/A 56" 50" 45" 43" N/A 58" 51" 47" 44" N/A 60" 53" 49" 45" N/A N/A 55" 50" 46 ". N/A N/A 57" 52" 47" + N/A N/A 59" 54" 48" N/A N/A N/A 55" 49 N/A N/A N/A 57" 50 N /A N /A N /A ._69'_... TAlr._e 7:9 SITE SPECIFIC FOOTING TABLE for SINGLE SPAN Attached Structures u..,.,.. Wind Condition 6 atticee 115 mph 1116 mph 140 mph Trib Exp R Exp C1 Exp C i Area Required "d" of Footing in sc ft) 15" ._. 17" 19" 25 Trib Area sq ft) 15 20 25 30 35 40 45 50 55 60 65 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 19" 18" 20" 19" 21" 20" 22" 21" 23" 22" " 24" 22" 25" 23" 26" 24" 27" 24" 28" 25' 28" 26" 30" 27" j 31" 28" 32" 29" 33" 30" 34" 31" 35" 32" 36" 32" 36" 33" 37" 34" 38" 34" I 39" 35" 39" 36" 40" 36" 41" 37" 41" 37" 42" 38" 43" ABLE 7.10 21" 23" 24" 26" 27" 28" 29" 30" 31" 32" 32" 34" 35" 36" 38" 39" 40" 41" 42" 4:3" 43" 44" 45" 46" 47" 47" 48" 49" 33 42 50 58 67 75 83 92 100 108 117 133 150 167 183 200 217 233 250 267 283 300 317 333 350 367 383 400 Page 69 of 74 Corner Trib Area 47 Existing Residence Trio Area for Middle Post Determine Trib Area from Figure 1 0" 7333.771_737,27a3.27 773" '1714 Panel Span 1/2 OF PANEL SPAN 7 1/2 OF PANEL SPAN 1 11 Post Spacing Panel Overhang Figure 1 INSTRUCTIONS TO USE TABLE 7,10 1. TABLE 13 FOR SINGLE SPAN ATTACHED UNITS ONLY 2. DETERMINE ACTUAL TRIBUTARY AREA FOR MIDDLE POSTS THIS 1S: TRIO WIDTH x POST SPACING FOR END POSTS THIS IS: OVERHANG HALFOF 5031 SPACING) 79193 WIDTH 3. DETERMINE 90011/10 SIZE FOR WIND CONDITIONON 4, FOR LATTICE USE LAST COLUMN FOR TRIG AREA United Duralume 350 S. Raymond Ave Fullerton, CA Cad Putnam, 5,E. 3441 Ivyl rikk Place Lynchburg, VA 24503 l t,72---2 1/2.10 7.1 060(1 7.86 0 92 7'92 8'97 2.79 3 0/1 7 F07..9osyptl 0.96 8'69 17V 9.2£ 172£ 3 096 6'4)9 8'82 0187 9.02 1/67 7 096 1768 GS£ 7'8£ CLZ 9.93 7 061. V92 £'££ 97£ 0.97 ] 1777 3 0£4 0'92 8'07 6102 977 Will 3 07!. 977 c67 6.97 VI 271 0 S1.1, L£ 9.97 817 2.07 6'96 0 066 E 3'18171. 1702 017 7'92 /67 6'97 8 01/ 82.2. 9122 6'72 1797 6137 8 096 9.92 972 L'62 7177 0767, 63 096 S££ 9'0£ 1'67 777 l £'06 71 096 2'1,2 9'97 0'1.7 7'07 2196 8 086 0'07 9'97 1.'97 9'81. VS6 8 076 1763 0'97 7'97 . 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