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HomeMy WebLinkAbout10178688_1140 S. OLIVE - Plan„ 9 4 L 37 t Pl/3.66. ke'71'rul Zolo.T 1 -1 A - j , Yop¥40 Ca,ar - -E '22;4, e* gri ; w©£,© co w- 6 u. / - 2 -A 17 X 14 2 2.18 'EL repok}53 1 74110 12400>Ut. 14 1 opek 1 6,< 23- forw 99 4'(b f/ L, 19 43 Of»91 11 1 45 - h-1 . 7 2.00 rn *WI*r· · t -1- 15.0 A e -9 jr\*11>--FIAv'AS )€- R, w,O));43 te-6 -=- * -6. I PERMIT TYPE'-irnn-1 ECT PLBG /7 --1 1 2 -- MECH GRADING 14>ACH 00 0 Af A-SLPER™T# /61.-76608 - OCC. GROUP RB/U CONSTR. TYPE V-P) CODE EDmON 2710 (00 Subject lo I ne rolic FLOOD ZONE X f - C [3 Planning Departm I--7 FLOOD ZONE CERTIF. REQ'D YES 7 · , ¤ Fire DepartmentO Police Departmen MICROFILM YES NO--£ Public Works AgeRADIANT BARRIER @ ROOF YES (NO,)O Grading Permit RESIDENTIAL DEV. FEE YES L 7%,0 County of Orange SCHOOL DISTRICT YES *-'- )264¢»0<>I Cal / OSHA 'p# a - )1#Gl Flood Plain Il School District O WA€/-1 crose. i gb#4 -lin; yutz- C-T H RU® INDUSTRIES ECEIVE Manufactures of World Class Sunrooms Since 1947 TABLE OF CONTENTS SHEET SHEET NUMBER TITLE G-1 COVER SHEET f-RP-1 LRP ROOF PLANS AND COMPONENTS G-2 GENERAL NOTES LRP-2 LRP SECTIONS AND DETAILS LRP-3 LRP TABLES I LRP-4 LRP TABLES 11 LRP-5 LRP TABLES 111 GR-1 GR ROOF PLANS AND ELEVATIONS GR-2 GR SECTIONS AND DETAILS GR-3 GR SECTIONS GR-4 GR TABLES I GR-5 GR TABLES 11 GR-6 GR TABLES 111 GR-7 GR COMPONENTS E30-1 ENCLOSURE PLANS E30-2 ENCLOSURE SECTIONS AND DETAILS E30-3 ENCLOSURE DETAILS E30-4 ENCLOSURE TABLES I E30-5 ENCLOSURE TABLES 11 E30-6 ENCLOSURE TABLES 111 E30-7 ENCLOSURE TABLES IV E30-8 ENCLOSURE COMPONENTS ABBREVIATIONS FDN FOUNDATION 0 DIAMETER FTG FOOTING AB ANCHOR BOLT GA GAGE ADDL ADDmONAL GALV GALVANIZED ALUM ALUMINUM ARCH ANCHOR HGT HEIGHT APPROX APPROXIMATE(1-Y) INFO INFORMATION BAL BALANCE BLDG BUILDING MFR MANUFACTUREI BM BEAM MIN MINIMUM ,·' B.U BOTTOM OF BOT BOTTOM NA NOT ALLOWED NR NOT REQUIRED SHEET SIMILAR SHEET METAL SCREWS SPACE (S, ED) SPECIFICATION, SPECIEIED SQUARE STAINLESS STEEt STAGGERED STANDARD AUG 0 6 2013 STIFFENER STEEL STRUCTURE (S, URAL)City of Santa Ana SYMMETRICAL TOP AND BOTTOM 1----I iii 1 0 911#L STRU¢C/c CENTER TO CENTER NTS NOT TO SCALE THD THREADED ARCH CL CENTERLINE THK THICK (NESS) COL COLUMN oc ON CENTER T.0.TOP OF ACCE CONC CONCRETE OD OUTSIDE DIA TYP TYPICAL OH OVERHANG CONT CONTINUOUS OPNG(S) OPENING(S)UON UNLESS OTHERWISE 1 SEPARI CTR CENTER(ED) OPP OPPOSITE NOTED ELECTRICA L 6 g #ij3 t :WawlOPTOPTION (AL)This set of pk r 1 101*t..atic ns must DET DETAIL VERT VERTICAL DF DOUG FIR PL PLATE at ail times . 1 1 Ili,go';lful to ma!. PROJ PROJECHON W/ WITH atterations c[ W/O WITHOUT City of Santa t 1111/1.w itten pe WS WOOD SCREW DWG(S)DRAWING(S)RAD RADIUS e U WEIGHT _ The acceptar_: 3,5 specific- . EA EACH REF REFERENCE / REFER' REINF REINFORCE ([), ING),-,-9/9358 held to per Tfm*.%1.8*tt 'oval ofEMBEDEMBEDMENT EQ REQD REQUIRED 4 *.34/eyisions ot : Illtlcity.or.*f*#: 1 or StatEQUAL (LY)REV REVISION .:I ...ES EACH SIDE CY,FLMEIP*' rrEXPEXPANSION 2*ST EXISTING ACCepted By =-_. - QF SA VTA ANt IYPICAL SECTION & DETAIL NUMBERING SYSTEM ,-'-'-!2·-1.·.A t...'..UU-....... EXAMPLE OF SECTION CUT EXAMPLE OF DETAIL BUBBLE --DETAIL LETTERh CA >i--- SECTION MamER SHEET WHERE SECTION3-2 L SHEET WHERE SECTION IS DFUWN. IF DASHED, DETAIL 13 DFWN ON .1 -IS DIMWN. IF DASHED, SECTION IS AReRM'2CVURAL STRUCTURAL.ing Approvals:ONCURRENT nAA-04---h 1-*%7 A-CIA--IGA-"/hm 1 - L World Class 'EXAMPLE OF SECTION CALL OUT £ tent d SECTION i SECTION NUMBER 3/8·-1·-C-M SHEET MIERE SECTION 18 TAKEN FROM. ncy FROM THE CURRENT SHEET IF DASHED, SECTION IS TAKEN i Hea Ith Department ind Development M M ru ruet Uumb i FIUL I iumEXAMPLE OF DETACkil OUT DETAIL /1@GRmt LAWMITS ARE REQUIRED FOR 3/8'=1'-C'ELERMICAL, PLUMBING & MECHANICAL PLANS This set'eL.Pbah @S,UNN;ketions must be kept on the jo[, at all times*fbrN["ful to make any changes o alterations crlix*OR#URNG©Ut written permission from tho ince of this plan and specifications SHALL NO 11 8ow nbw'VWermit nor be an approval of the violation of an, 3/31/ f ANY City Ordinance or State Law. l*L civ 458*gBy 72*4/2- VO n.. R kl 13 CITY OF SANTA ANA / / E\* 9113 1 /3.. 11 3€n .,d;@oFESE/*A'Al.Od'lli %1 A :y 'dwpta sued · 1 Rm m @% 5 f.- V.T. ATE to'.D G-1 -cz. 1 -22 f REV"/0. 01 1»USS OTERWISE NOTED. DEHAI,CAL 80'ANSION ANCHORS 91ALL BE 3/r DINETER -TI KWK BOLTS TZ CARBON STEEL ANCHORS ORAPPROVED EQUAL A,O SHALL BE IBTALLED PER KZ-EMR·le,7. GENERAL NOTES AND SPECIFICATIONS 1 DESIGN CODE & LOADS 1. TIE *IRUCTUSIB DICUAPE Vlne,THES©OPE OF THESE ORAJ*I,GS HAVE BEEN DES,0-0 -ACCORDANCE M™ THE STRUCTU,U, REaNRERBITS OF ne FOLLOWING COOt A APPE,«nITHE2010CALFORMA BU•De•@COOE ®84 a APPe«=CHAFTER,OFT,/ 20011,YER,110-4 8Ul»OCOOE.9 CAFFe®Ola,APTER H OF TIE 2000 04,EMHDA RESENT,4 COCEmch a St»040011 RE,RE}ENTS O% 11€ 2004 FLORA BU,000 CODE(FBC) - EXCLUDNG BROWARD 8 DADE COUm. E ACCEPTANCE CRITER:A FOR PATIO COVERS AC Sla C THE FOAM CORE SHALL 86 AS OE,11€D BELOW AND HAV»G ANO-** DENSITY AS SHOWN N THE ALLOWAILE SPAN TABLE (ALL WORK SHALL COMPLY MTH IATEST ICCE- NO* L PREFORMED EXPANDED POLYSTYRE)2 BOARD (EPSh AS MA,aFACTURED BY EmER PRED•ER Oa,STR,ES. »C / DeA FALCON FORC -C OR 148-OAM APPROVED UER ICC ES E*1781 ORICCES -405 RESPECTWaY. TIE FOAM SHALL *ET THE REGJ,REMENTS FOR CLASS I MATERIAL OER TABLE *010 OF THE 2010 CBC 0- nE COWOMENTS ARE BOICED TOGETHERSY AN AOHESVE DESIGNATEDASh,ORAD &£60 SERB. APROPRITARY AOHESNE 6IADIMACTURED BV RO- AND HAAI CO-ANY, AND APPROVED WdDERICC ES ER 5394, ne ADHESIVE APPROVED A, ACLASS Z TYPE Z STRUCTURAL ADHESIVE,U,OER ICC ES <06 1 ALL FER-*NTS OF nE APPUCABLE ABOVE REFERENCED COOE MALL BE MET BY THE CONTRACTOR OR EACH ENCLO®lmE SYSTEM CONSTRUCTED USING TIE DETALS AND REIREMENTS PRESENIED ¥0™IN T,08 p,OWOE 1 THE MAFACTUREM OF AN¥ CO-ONENT CITED 14 ITEM 2 ABOVE SMALL PROVIDE CERT,ICATION WITH EACH SHIMENT TIMT ALL CO,ap©Nia,TS PRODEDVaT-THE SH,MENTCONFORM TOTIE APPUCABLE SPECI„CATION MANDOR DEF»,mON MOUTUNED A.ME 1 SEE NOTES U€ER ITEM VI FOR ADOm©lal WORRUTION REGARDO,G WN)0441 11 MATERIALS 1 AL-liN FOR CO-ONENT8 SHALL BE AS SHOWN ON THE ALLOY AND TEMPER 6083-78. (UONk 4. TIE D-*RUA ALLOWABLE SPA,1 FOR A GIVEN APPUED LOAD SHALL NOT EXCEED THE SPAN PROVII*D IN IME ALLOWA,LE SPAN TABLE FOR SAE) LOACk EXTRAi,OLATION Of THE 1,:0*a,KnON PROV:*ED N TH ALLOWABLE PAN TABLE 18 NOT PER,NTTED. 5. PANELS SHALL BE CONTINUOUS N TiE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTa 1 ALUMIUA SILL BE PAD:TED NACCORDANCE WITH THE REQUE}ENTS SET FORTH I PARTIA SECTION U OF THE ALUDAIIall DESIGN &-LUAL (2006 AD-& THE SWPORTAND ATTAC-ENT OF THE SUBECT PANELS SHALL BE SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR STRUCTURAL MANS APPROVED BY TIE GOVER-G JURISDICTION 1 SHEET METAL SCREWS (SMS) SHALL BE TYPE AS SCREWS (TABLE 6-4 2008 AD,4 SMS SHALL NOT BE COU,TERS-l 4. SHEET DETAL SCRE- SHALL CO-ORM TO THE REQUIREMENTS SET FORTH N PART kA OF ™E LATEST ALUMNUM DESIGN laNUAL FOR TAPPNG SCREW CONFECTOul 5. WERE ATTACH-ENT TO EXJSTIO STRUCTURE OCCURS. THE WOOD OF THE EXISTING STRUCTURE SHALL HAVE A MI«MUM SPECIFIC GRAVITY OF 04 SUCH AS OF. 7. METAL PANEL FASTEPERS SHALL BE ALUMINUM. STA-ESS STEEL OR ALUMINIZED. HOT-OP GALVANIZED OR ELECTROGALVANIZED STEEL 5 FASTENERS FORATTAC-ENT TO WALL HEADERS SHALL BE 014, SaF-TAPPING SMS, Al® 1' O.0., SEALWASHER ALLOYAND MINIMUM THICKNESS OF HEADER SHALL 82 60-Te AND 0.068 INCHES RESPECTMELY. MINIMUM LENGTH OF SCREWS SHALL BE 1' GREATER THAN THE PANEL THICKNESS 6. WHERE SCREWS ARE INSTALLED -0 WOOD FRA-4 THE CONTRACTOR SHALL VERFY, n,ROUGH NOF+OESTRUCTIVE MEANS. THAT EACH SCREW HAS A MINIMUM OF 1/7 SIDE COVER ON ALL SIDES OF THE SCREW. 9. 'FAN BEAAr PANELS ARE NOT INCLUDED WAN THE SCOPE OFTHIS DIUWING PACAGE SUPPLEMENTAL ENGINEERING IS REQUIRED FOR USE OF'FAN BEAR, PANELS. VI WINDOWS 7 AU WOOD SHOWN WITHN TIESE DRAWINGS SHALL HAVE A SPECFIC GRAVITY OF 0Ae OR GREATER & ALL NALS AND WOOD SCREWS SHALL HAVE THE FOUOWING MINIMUM YIELD STRENG,lt A F F. =100.000 4 A 12¢ F. - 800 04 A 14' F. = 70.000 pet A 16* F. . 70,000 p.1 A 18* F. = 00.000 pel A 204 F.,80,000 4 1.ALL GLAZING SMALL CONFORMTOTHE REQUIREMENTS OF CHAPTER 24 OF THE CODE 2. GLAZING FOR GLASS ROOF SHALL BE Er™ER INSULATED Wl™ 1, THICK FULLY 1EMPERED GLASS ON THE TOP & BOTTOM OR 3/18- T}*CK FULLY TEMPERED GLASS 1 WIEREAPPROVED BY THEBUILDING OFFICIAL WINDOWSAND DOORS MY BEAAMAAPPROVEDWI™ARATING CONSISTENT WI™THE REQUIRED DESIGN W»OPRESSURE NUEWOF MATERIALS USED FOR OPEN AREAS AS DEFBED IN GENERAL NOTES 1.4 1,4,7 10- 9 FASTEMERS USED FOR ATTAO«NG TO PRESSURE TREATED LUMBER SHALL BE STA»ILESS STEEL NOTE TO DEALER, CONTRACTOR AND BUILDING OFFICIAL: la URESS On€RWISENOTED, ALL STEEL IN CONTACT WITH PRESSURETREATED UJMSER SHALL HAVEA G 186 GALVANIZED COAmo 1. STRUCTURES INCLUD(EDMTHil, THIS PACKAGE SHALL NOT BE ATTACHED TO SINGLE COAr STUCCO SYSTEMS. A.,1 r I 2. SNOW LOADS PRESENTED VmHIN THESE PLANS ARE EQUIVALENr UNFORM SNOW LOADS. CONSIDERATION SHALL BE GIVEN TO SITE 11. UNLESS OTHERVASE NOTED. MECHANICAL EXPANSION ANCHORS SHALL 82 3/r DIAMETER HILTI lemK BOLTS TZ CARBON OR STA-ESS STEEL ANCHORS OR APPROVED EQUAL ANO SHALL BE *,STALLED PER ICCESR-1917 EMBEDMENT IN CONCRETE - 7 MN (CONCRETE THICKNESS- 4- AROUND ABI) EDGE DISTANCE - 43/8- MlN. SPACING = 31/7 M»t 1 SPECIFIC COICTIONS INCLUDING, BUT NOT UVITED TO, DRIFTING AND SLIDING SNOW. 3. STRUCTURAL ADEQUACY OF AN EXISTING STRUCTURE IS NOT INCLUDED Wl™IN THE SCOPE OF THIS PACKAGE STRUC1URAL ADEQUACY SHALL BE INVESTIGATED Err OTHERS UNLESS DEEMED ADEQUATE BY THE BUILDING OFFICIAL 111 ROOF SYSTEM 4. PLANS ARE CONSIDERED NULAILOVOID IF THEY DO NOT CONTAIN OR}GIIAL SEAL AND SIGNATURE (IN BLUE IF»9 BY THE ENGINEER OR RECORD (EOR 1 1 THE ROOF PANELS SHALL BE AS DEFINED MTH,4 nES DRAW,40 PACKAGE AND PANEL SPANS SHALL eE LIMITED TO THOSE SHOWN. 6. THESE MANS APPLY TO MULTIPLE LOADING CONDITIONS (W»O AND GRAVT¥'4 THE DEALER, CONTIUCTOR OR EOR SHALL 'MARK-UP' EACH PACKAGETO CO-IRM THAT THES:TE SPECIFIC REQUIREMENTS ARE WITHIN THE SCOPE OF THE PACUGE IN PLAIN ENGLISH, TE PERSON USNG THIS SET OF STANDARD PLANS SHALL USE THESE MANS. SECTIONS, DETAU TABLES ANDMUNUM ROOF PANEL OVERHANG SHALL BE 24'.INSTRUCTIONS WITHIN THE PACUGE TO CONFIRM THAT THE SrrE SPECIFIC CONDITIONS ARE WITHIN THE 'ALLOWABLe PARAMETERS WANIIZIMWOMEZ7ZNNYSENEN.elsvoiqq/PRESE,gr™IN THIS SET OF STAPOARD PLAN& AMONG THE ACTMLES WHICH SHALL BE PERFORMED BY THE DEALER, CONTRACTOR OR EOR ARE:SIGNED ISEALED BY APROFESSIONAL ENGINEER UCENSED IN THE LOCAL JURISDICTION OR 0 A VAUDICC-ES EVALUATION REPORT. A COPY OF SAID REPORT SHALL BE SUBMITTED TO THE AA/BIT WWW.TJCAACOMUNKS.HTFA TO CONFIRM LATEST REVISIONS OF PLANS HAS BEEN SUBMITTED. PLAN NO. 19: 30304 B ING AT THE TIME OF PERMIT APPUCATION. ,1 1%J! B. REVIEW ALL NOTES TO CONFIRM WHAT WU BE CONSTRUCTED MEETS THE REQUIREMENTS PRESENTED WITHIN THE NOTESIRED FOR ATTACHMENT TO -SINGLE COAr STUCCO SYSTEMS C. CONFIRM LOADING REQUIREMENTS Wrn, THE LOCAL BUILDING OFFICIAL IV WALL SY D. NnFY PARAMETERS WITH,4 STEPS I TO V ON SHEETS LRN TO LRM WHICH ARE APPUCABLE TO THE SPECF,C ROOF BEING - w, OSURE, TIE ENCLOSURE SYSTEM SHALL BE DEFINED Wl™IN THIS MAWING PACICAGE Ci*•STRUCTED. IDENTIFY PARAMETERS WI™IN STEPS I TO VI ON SHEETS E304 TO E-7 WHICH ARE APPUCABLE TO THE SPECIFIC ROOF BEING CONSTRUCTED. Vlll V LAMINA ROOF PANELS ·LE. CROSS OUT ALL ELEhENTS WrTH:N THE ENTIRE PACKAGE WHICH ARE NOTUSED WITHIN THE SPECIFIC ROOF. & CALCULATIONS PREPARED BY REGISTERED PROFESSIONAL ENGINEER SHALL BE SUBMITTED TO THE LOCAL BUILDING OFFICIALS 1. THE FOAM CORE ROOF PANELS DEPICTED WITHIN IME DRAWNG ARE NIENDED FORUSEON RESIDENTIAL :DEMONSTRATING THAT DE DESIGN SNON LOADS 00 NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS SPECIFIED IN THE PLANSPATIOS AS REGULATED BY OAPTER 28 OF THE CALIFORNIA BULOING COOE APPEr«)0(, APPENDIX I OP THE ,CALC - - -1NS SHALL ADORESS THE SNOW LOAD PROVISIONS OF IBC SECT. 1508 INCLUDING BUT NOT INITED TO THE RAN ON SNOWINTERNATIONAL BULDNG CODE OR APPENDIX HOF THE INTERNATIONAL RESIDENTIAL COOE inerrttisqea fi SUR-- U 60,0 l»,a,U4CEDS,OV,A,®SNO#Der. .. 64RAL:C.A- 2. MATERIALS:OATE A INTERIOR FACING MATERIAL SHALL BE ALUMINUM CO•FORMNG TO THE REQUIREMENTS FOR 300*H254 ALLOYAND TE-ER. THICKMESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE AUOWABLE SPAN TABLE O.A- 8. EXTERIOR FACING MATERA 81-1 BE ALUMNUM CONFORMING TO Ti REQUREMENTS FOR 300*H254 ALLOY AND TEMPER n,CKNESS OF SION SHALL BEAS SHOAN INTHE APPROPRIATE ALI.OWAaLE SPAN TAUE memqolt 1 brlf NOTE: -4 RE&**41182, VIL /8 ZUOF Ci 1 4 lilli 11*r--E- noormoni : r noorn*,11,-I-/-'I mak -19 .Oil- w .r--- all feW MAN ' 1 -nolt-%%,TH r ENCLO/LIV//il™ .0 12.9 f-t No·2 NOTE 2 ."-*9 '.6---0- NOTE 2 NOTE&1.0(RECTION OF PAFEL SPAN SHALL BE ROTATED 90 DEGREES PAOVI*ED A FUDGE BEAM VITH e iiiSU'PORT COLUMNS 13 PROVED. FUDGE BEAMS .. AND SUPPORT COUNNS SHALL BE DESIGNED BY 1-0-OF=,1,1Jom OTIERS. = FROM THE ITERNAL WALL SUIVACE. MLICIEVER SHALL BE 2 TIMES ne OVERMANG OR 5-2- 8 GREATER. 1 : 1 /*-BA 1 FOROIZTALLATONSM™GE BE- N 4. FOR INSTAUAT,ONS WITHOUT FUDGE BEAM1.PA,a TYP PAIa le«MUM SLOPE NDIRECTIONAWAYFOR · SOS™G STRUCTURE SHALL BE 1,4' PER FOOT.r--3-ic' 1 l.ne. Elled':Bil(OPTION I--o• 3 11!114/;1. p 0.0/'RgbOTYPE I -SHED ROOF *3 (m 6 + TYPE 11 - GABLE ROOF 0, C *58.ROOF PLANS n e 1/40 - 1'-e .m ,,I, 1/IAX eg, CL POST & BEAM EXIST 41 Al •• r OPTIONAL ROOF PANEL 7 . SUPPORT COVER STRUCTURE FLLER PANEL ROOFPNEL -.WYf \29 - -• M 1 2.»£80* il - -//I/!=11 I i *,44*0N N - b * . 6.1 r-+ STANDARD NOILEARING PAFEL PAP«EL 1.--LE MULLION SPACING . ri NOE ..NOTES FOR 1/ NOTE• SEE ENCLOSURE TABLES AREA (TYP)FOR WALL HY UMITAnONS.SEE NOTE IH. 3 ON G-2 FOR POST a BEAM REQUIREMENTS 18 A €i 1 1 DN NOTE 3 LON OTE 3 VTA CON 3.E 12 1/raill T Lms&i-FF 46 TYPE 1 - SHED ROOF TYPE 11- GABLE ROOF FRONT ELEVATION 3/18' • 17 FRONT ELEVATION 111. . r. COVER ONLY - SIDE ELEVATION 3/tr •10' 1.000 010 01®HR .PA,a t•0.075 UON I 00-TI Usl 4, 0 0 0 AT be rm F ihe .6- 2.138 ---•-- 0-31/ 1.000 2800 --r- 1.740 -9 . 102.101. 9 N :W t¥ 22 - h m Z •4070 UON M.075 UON ....r g '1.10.. 1421 04' PANIL .0.080 1/ID •0.00 UON 12=. r 80#Ts 4,70.4- , 25 ,2 8063-TI u,0 0 r PARE 808MTI 7.11. p PAN. 1 8083a 43./ ..... 412/4,0.Fl/262/4/liz' ...DMI .k pri N \A\ - .1000 401«4 -:Z ...TD- P.3Imt B r# : 'f 1102/110* 4.0..01. J . 6-- 2.4.--' , .6 1.8009k- 1= . -11,0 ------ 1.480. · - -0.0- y HANGING RAIL. .4- HANGNG RAIL (HM)WHANG*G RAL OIR) .100 0 10}.t . - '.FASCIA ORA..1 1.lWJTTER DETAIL DETAIL DETAIL DETAIL DETAIL 91 1,0 -Il) - IT. < 5501 >H•LF <4238 > <15989 > (5594 > r (5595 > r 5597>4. 'u €5596 > C _ DAT. - - - - .. 1 <15988> 6, - - -- &70/ ...... LRP-1 .... 3 0, 222 rISEEPA,a / SPAN TABLES ROOF PNE. ---7 / FOR FASTE,IM -eue ....... i RetamE"3*re -ER FASTENER 7 SEE PANEL (SEE TABLE UIDER SPAN TABLES -808 SMS 024' Ck TOP AND BOTTOM9/"mid#*m FOR FASTEMER REQUIREMENTS 11.1.rEEER-- il.. .mit=irc . 1HEADER SEE FOOTNOTES " ONPA,a SPAM i TABLES FOR UMITATIONS 0(TE;UOR 7% MAX OR/ ROOF PNE WALL HEADER SEE FOOTNOTES ON PANa. SPAN TABLES FOR 08 SMSSEETABLE- LIMITATDO Ba.OW FOR ROW, EXIH SPACING SYSTal STRUCTURE 1 1 to -3%DAWFRS NOTE: WALL TOP BOTTONI SEE SEC * aN- PRESSIJW FOR BALANCE OF INFOFUAAT,OIL 515 12 12530 6 0NOTE: GUTTER AM) FACIA SHALLBE CONT @ BEARING 540 0 3 WALLS FOR RIDGE BEAM ROOF SYSTEMS BEARING WALL OVERHANG SECTION NTS 6 NON-BEARING OVERHANG SECTION NTS LEDGER ATTACHMENT SECTON NTS ATTACHMENT @ CORNER SECHON NTS - JOINT FASTENER 07 SMS 0 12' OC{MAY USE W OC FOR MWFRS WIP«) PRESSURES OF 18 PSF OR LESS PAIE SK»4 - \ 1/ -d 3 - ADOL 08 -PS--=i; 11SUS. TaB 1 ADHESIVE -€ EXPANDED-0 POLYSTYRENE NOTE: SEE GENERAL NOTES FOR PANEL REQUIREMENTS Emr e«lost,RE smUCTURE *7/ex DETAIL 1'• 1'·0»441182 Imll NOTE. SEE SEC 3#- FOR BALANCE OF tNFORMATION TYP PAN EL JOINT DETAIL 341'4 A LRIl 8% gZ 0. H - 1 .... 1 '.2 .-/'-/ l4 STEP 1 - DEFINE DESIGN PARAMETERS STEP 11 - (CONTINUED) A CONTACT LOCAL JURISDICTION FORALL PNWAETERS 8. DEFINE GOVERNING DESIGN CODE- SaECTONE 1. CAUFORNIA BULDING CODE (CBC) 1 INTERNATIONAL BUILDING CODE OBC) 1 INTERNATIONAL RES,DemAL CODE ORC) 4. FLORIDA BUILDING CODE (FBC) CBC Wind Loads DI,coon d Ballcwilld Speed(1) ..9E*pour' Core,/4 Lold 70 00 90 100 110 120 B, Cor D Rail Sy'lm Upward (2) 10 13 15 19 23 27 0--d000000 IBC, IRC and ASCE 7-05 WIND LOADS 130 32 0 1 0.11. 8/ 01 OTHER C. DEFINE BASIC WIND SPEED (MPH) - SELECT ONE E CO"J0,4 GOVERNING JURISDICTION BASIC WIND SPEED (MPH)8 Roof Sys:em IBC. IRC & 85 90 100 110 120 130 140 150 C Rod Sylt,rn FBC Cac 70 75 80 90 100 110 120 130 D Rod System D.coon d Balic Whd Speed (MPH)(3) 1-d 85 90 100 110 120 1 Upward 17 19 23 25 29 Down'..rd 0 10' 12 13 15 Up-d 2023283035 00.7-8 10 12 14 15 18 Up-d 24 27 34 38 43 Do-m=d 13 14 17 10 22 1. 1BC, IRC & FBC WIND SPEEDS ARE FOR 3-SEC GUST SPEED 2. CBC WIND SPEEDS ARE FOR FASTEST MILE SPEED D. DEFINE 'BASIC DESIGN ROOF LOAD 1. ROOF LIVELOAD- SELECT ONE a. 10 PSF b. 20 PSF 2. ROOF SNOW LOAD - SELECT ONE a. 0 PSF b. 10 PSF c 20 PSF d. 30 PSF e. 40 PSF f 50 PSF 34 40 48 18 21 42 48 55 21 25 29 51 59 U 26 30 35 C Rg (1) FASTEST MILE WlND SPEED 4 (2) UPUFT PRESSURES MAY BE REDUCED BY 25 PERCENT FOR ENCLOSURES LESS THAN OR EQUAL TO 10 FEET (3) 3-SECOND GUST SPEED F. DETERMINE APPUED DOWNWARD ROOF LOAD: 1. LOCATE APPROPRIATE TABLE FOR ROOF DEAD LOAD (DL k USE DL = 2 PSF FOR COVERS WT,HOUT ROOANG.Imile,gli'§0 USE DL = 12 PSF FOR COVERS WITH UP TO 10 PSF ROOFING 2. LOCATE APPROPRIATE ROW FOR APPLIED WIND PRESSURE 3. LOCATE APPROPRIATE COLUMN FOR APPLIED ROOF LOAD. 4. ™E NUMBER AT THE INTERSECTION OF THE APPROPIRATE ROWAND CLOUMN IS ™E 'APPUED DOWNWARD ROOF PRESSURr.0· -21=11- 5. REPEAT FOR BOTH LIVE & SNOW LOADS. THE MAA APPLIED ROOF LOAD \»m:§FOR BOrH CASES 18 THE - APPL IED ROOF LOAD- USED IN DESIGN.%4.=&*0 EXAMPLE GIVEN:ti--.I.g. 55 PSF E. DEFINE EXPOSURE CATEGORY - SELECT ONE 1. EXPOSURE B 2. EXPOSURE C 3. EXPOSURE D NOTE: NOT REQUIRED FOR CBC JURISDICTION STEP 11 - DETERMINE "APPLIED" LOADS A SELECT APPROPRIATE TABLE BASED ON GOVERNING CODE. USE ASCE 7-02 FOR FBC. 8. LOCATE APPROPRtATE COLUMN FOR BASIC WIND SPEED. C. LOCATE APPROPRIATE SECTION FOR WIND EXPOSURE. COMPONENT AND DIRECTION OF APPLIED LOAD. D. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROWS AND CLOUMN ARE THE DESIGN UPWARD & DOWNWARD WIND LOADS. E. ENTER DESIGN PRESSURE BELOW 1. ROOF LIVE LOAD (LL) 2. ROOF SNOW LOAD (SL) 3. ROOF WIND LOAD - UPWARD MUe) 4. ROOF WIND LOAD - DOWNWARD (Wldown) U=10 PSF SL = 20 PSF Wldown = 10 PSF (IBC, 90 MPH EXP B) SOLUTION:.j THE PPLIED DOWNWARD ROOF LOAW 0 22 PSF. APPLIED DOWNWARD ROOF LOADS Appoid Mthd Applied Roof Loidi (Mmdnun of U- and Snow L oadi) - (p,4 Pres:um U. Loado 8,10,40 Loid, 10 15 20 25 30 35 40 48 50 012172227323742 47 52 mi101517n343944495459 u n2222374247525762 * 20 28 28 28 41 45 50 58 60 65 2535353547509586368 30414141545659626772 A 35484848 60 63 6S 68 70 A i405454546769 n 7*n 7983 45 81 61 61 73 78.78 81 83 88 88 - A P50 87 67 67 80 82 85 87 90 92 96 55 74 74 74 88 89 , 91 94 96 96 101 o 60 80. 80 80 93 95. 98 100 103 105 108 -21 i1. As..„I Roof[)ead Loado¢201 APPLIEd DOWNWARD ROOF LOAD Appled Rod Load: (Mmanunn of Llve end Sr- Loadi) - (pef)A Uve Load•Snow Le*ds 10 15 20 25 30 35 40 45 50 55 8,03/imm ViI lw, lati , 3/31/ f_-- * CIVIL 'SU'f CALWOE» P@EEA 0222732374247525762671025032«495459646974 | --'-0 Ed :18 qug:04.0,/0 4057608368n OATE51 64 66 69 72 77 W""01, 587on757880 Nn79825487 718386 88 91 93 77 90 92 95 97 100 84 96 99 101 104 106 ..0 90 103 106 108 110 113 115 11/ - Roof Deid Load of 12 pl LRP-3 .... 5 0. 22 1 . ... j STEP Ill- DETERMINE MAXIMUM PANEL SPAN LOCATE APPROMUATE TABLE FOR DESmED PADEL nOC,O•ES& LOCATE APPROPRMTE ROW FOR ne APPUED UPWARD UWORM -O PRESSEL LOCATE APPROPRIATE COLU- FOR THE APPLIED DOWNWARD -FROM ROOF PREBSURE 4©,·_ nE -BER AT THE laERSECnONOF THE APPROPRATE ROW AND COUR- 8 ne A,-LOWABLE PAPEL SPAN N FEEr. 11 FI'll i Alal*SP-Ta--dUFalliI,/SP..4 1 • lob--Ule -1.5 EPS-0.OW A.vild i i Hil4-dl--1 ,01-13#0",9.8.1.Loadc.-U..... SPION' A-"-*011 -Sna. to.d 0»4 8- 0.- i m10. 15. 20. 25. 30. 20 25303640455055 10 1/ 10 1&10 7 1015 15.70 20 18.00 1410 f 20 Spidd 1140 28 1&00 Engk//%9 11.20 1030 W 23 30 R...4 260 1480 14.60 IM.ago &40 5- 30 7.90 7,50 35 1120 1120 1120 C 35 10 pif AC0440 11.60 11.80 11.60 1180 C 40 45 10.20 10.20 1020 10.20 10-20 leo C 45 1 4.led 00--Pme--0.-|APPO.d4 ' 3%= EZZIEIZIZEEEIZZIZZIrU -Sn- Load M 1 past,- 1 Des'gn1 , 8 i i- i , i i ....15.-0 1%2 k---7-| 21. I I I | 1 1 1 1 1 1 1 1--=--1 | 10» 10 19.00 9 ' 20 20.60 17.20 125 18.30 1 18.30 | | E-P 1&40 1 14.10 1 1100 I I I I 1 1 | 1120 | 11.40 | | 122---42--1-*15-1 2 U·im-| __1 | 110.801 Um-Un-VE-1 1 1 1_"2_1_Ul"."21_ME_L___1 ri*ir-16iT-limiT-EiiwT--iiar-iial 122 11.Ol 10.Ol 10 10 e 1 i C i 30 i 10.301 0.80 1 C 1 35.) 1 1 1 4' 1 40m l 48(5)irm Imi.,8 8-101.oadcal, 1 ICEIZEZIZEZEEZILEILEIZEmIEEMEnfEILeILMm- 'IC (tr /, Spic. of Appild UpeR VIM Pres.U- b 0.- 1ir Elli 10 123.00 123.00 noo I et(/C/3 -8 ... O 25 21.00 21.00 21.00 Er0 30 410 la10 10 Requhd folmultbo 35 17.80 17.80 17.60 Incre-d to 1. ga 111 in 3.0 per AC04 19.60 17.70 16-20 1&10-¥653-1 14-20 1140 ..0. 1 .... 1 12.70 1 4. 4. 1110 CI Notes: (11 - Roolpan,ID qi ki,dedbusi wah a Patio En©1011/I - denned in Appendb,Chap- 31 of thi CAUFORNIA BUILDING CODE Apper-[ Chapterl o,thi bitirr-,1/ Buka,g and Apper,db, Chapt- H of thl hilli,vi,tio,=1 Reildential Codi ind the Florida Baldle Coda Alsup-brposed loads pre-*dabo--uram, hnahn. ConsideraOon Ghal be glvii tonorunilonn ioad* such asthos, ma,„-,d wim snov,bukke and arial of ds©0,21%4 f,r wlnd bidi - Unle- 00nvlI notad, bl mi:id:111,in lavo projecuonoho rod Intim 24*,cha (2) P-1 Spans- basedona ma-unt••Me,1*adhreneatbe-en thlt„0 0-1drmof ladegmal falifi:I,Ilt 10= 10... U (3) 014 SMS wil,1.0'dme-pl- walh/*noopiene k-4 Langlhef screw -1 bea mN,lumoll'longerth-th•th--clth,LRP. Aloymdmin,Imiain#dums,olhe-r st.1 bi 6063-Te and 0.002 ki,Ii, rspidlf,4 (4) Not ula CS) R,c,dil l-vyWAYOLD)ha,WIWMtoripedd **94 10-c,Ip--dk,han/,qi 1 .... 6.22 •a DAVE STEP IV - DETERMINE ALLOWABLE WIDTH TO PROJECTION RATIO A LOCATE APPROPRIATE TABLE FOR GOVERMiNG CODE USE ASCE 7-02 FOR FBC. ,9:liB LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED ,88 0- leD. THE NUMBER AT THE NTERSECTION OF THE COLUMN AN ROW 18 THE MINNUM AUOWABLE ROOF W,DTH TO ROOM PROJECTION RATIO. EXAMPLE GIVEN: IBC. 0§ BASIC WIND SPEED = 90 MPH * ENOSURE C G.EM SOLUTION: · MINIMUM WIC™ TO PRCJECnON TIO= 1.0 ™EREFORE. AN ENCLOSURE Wl™ A ROOM PROJECTION OF 10 FEET 84 SHALL HAVE A MINIMUM ROOM WIDTH OF 10 FEET. CBC Allowable Width to Projection Ratios :Expoouro B, C&D Basic Wind Speed(1) (MPH) 1 11#g!.i¥ /1 70 80 90 100 110 120 130 1.00 1.50 1.50 1.50 1.75 2.00 2.25 i 'gict! IBC, IRC and ASCE 7-02 Allow. Width to Projection Ratios Basic Wind Speed{1) (MPH) 85 90 100 110 120 B 1.50 1.50 1.50 -1.50 1.75 C 1.50 1.50 1.50 1.75 2.00 D 1.50 1.50 1.75 200 2.25 0. 01-31-11 j, CALIJ 130 140 1.75 2.25 2.00 2.25 2.25 2.50 STEP V - DETERMINE FASTENERS FOR ATTACHMENT RAIL St1 ilatk A LOCATE APPROPRIATE COLUMN FOR TYPE OF CONSTRUCTION MATERIAL USED FOR EXISTING STRUCTURE , B. LOCATE APPROPRIATE ROW FOR APPUED ROOF LOAD. C. INTERSECTION OF APPROPRIATE ROW AND COLUMN INDICATES THE FASTENER REQUIREMENTS FOR CONNECTING THE ATTACHMENT FWL TO THE EXISTING STRUCTURE D. SPECIAL ENGINEERING REQUIRED FOR ATTACHMENT TO'SINGLE COAT STUCCO SYSTEMS. 0 FASTENERS FOR CONNECTING ATTACHMENT FWL TO EXISnNG STRUCTURE . Applied Rod Load (PSO les,Thm or Equal to 25 Le. Th- or Equal to 40 Stud Wai Sp Gr = 0.042 or greater Two 5/16 Dlam Lag Scravi @ 16 o.c 2.6' min. embed [r,to solid wood. Two &15• DI,n Lag Seren a 12- o.c 2.5- min. embed Tr,to sond wood. F UAWS .1Concret'I #51 - A UL. 1 11011 (tallo'T.03/8' Dim HBO KBTZ \(lw \It/ 426·3'311 11@ 16' 0.0 r mdn. embed. \a*K / Two 3/8- Otam Hiti KB-TZ \ae,4;2.-=-Ll·-·00-09 . 12 o.a ritc 1,6 7 mh embed / 2% C m §% (7 8 g 5 9 -A- ./ V.T. OATI SCAL* - .0 mt/TI 7 0.21 1 . Re•SON ,-1-- 09211,=Ii,mi, - 1.11...1 r amve 0-NOTE: 0 / 0 i 9 L 1 e I EN©LostmE -COVER IA¥ 02 OMITTEDPROMDED ADEQUATE SUPPORT FRAMNG 0 0,7„1,#,4/,1,0,„i»,1,„1,1,1,#,#/,1,21..miN"""Hol" "11:4·PROED O FRONT EAVE- F¥*AMNG SHALL 1 1 ' * BESIGNED& SEALED BY APROFESSIONAL 11 4 -1,4. r-SIRAM ENG»CERUCENSED 00 THE LOCAL ,• aASS 1 1 / ,FRONT i AJRISDICT,01& BEARING WALL !4-rEm WALL 2 17 1 fi. Cr,1 ..,- STRAIGHT t ff A 0 '0* GLASS -----RAFTER lA ,7-:=D STIFFENERS 0 1 5 \ 0 f 1/ X- CURVED GLASS END WL 1=1 FRIj L RAFTERSTIFFENERS BEARING ROOF FRON,·-1 WALL AA#-rga 1*111 L SPA=710 END -rt '- SOUD LAP RAFTE BEARNG NOTE: CURVED EAVE £-RDGE BEAM END WAU.-1 NOTE: CURVED EAVE V WALL SHOWN ST-GHT EAVE SHOWN STRAIGHT EAVE =- ROOF RAFTERS SIMILAR SIMILAR , 4 1 TYPE 1 - SHED ROOF TYPE 11 - GABLE ROOF ROOF PLANS 1/C - 1'-0' CURVED EXIST GLASS STRUCTURE GLASS EXIST COVER STRUCTURE fJ / GR-2 / r RAFTER SPAN / SEE All(WABLE ROOF RAFTER -ROOF RAFTER -fl .10 - 15/ RAFTER SPAN TABLE r 21'f 12\ WITCL--6-·=-u -Il 140 2 9 10 0 0 140 . n 150 INSIDE / 0 0 0031RADIUS- /0.0 6 0 02 k // /N 4 - iN i i i i i i :i; 1 1:!::1 L_J ,W BRACE OPTION J L J MULUON SPACING ---1 SEE E30 DiUWINGS NOTES:48 OC MAJ(PLACE ON END .EMBEDDED POST OPTION 1.'r BUCE OR EMBED POST BRACE OPTION SHALL WALL FOR GABLE (TYP @ EA CORNER) BE USED Wl ALL GLASS ROOF SYSTEMS.ROOF OPTION L - EMBEDDED POST OPTION (TYP @ EA CORNER) 1 ENCLOSURE SYSTEM SHALL BE AS DEFINED WAN THIS DWING PACKAGE BEARING WALL ELEVATION CURVED EAVE END WALL ELEVATION STRAIGHT EAVE END WALL ELEVATION NTS NTS NTs i 0..1- . 11 It . EXIST STRUCTUREncor ==i . SIDE OK F- 2-(r'WK{UL 1,-X 12 2 I a¢S WDE OJL 'r... ------- NOTES NO»aE-NO ""*L le r FILLER PANEL ROOF PNE 7 /11 \ . =64*$8 d ROOF WIDTH • O=E WIDTH /-92 mp OFI, 9682%*Nk;*kSSS¥¥SSe*SM;#SiRS&SSeSS*$$$$SS@9888680§88&%%aMSSSGS*$$$$8$80 --OPTIONAL FULL HEIGHT FUER PANEL r- ONE OF THE SHORT ri WALLS MAY BEENCLOSED VITHSOLID PANELS. LIMIT MULION SPACING TO Ar TT igi 6 RE & ll//1 - /1 8 _--r- OPTIONAL FULL HEIGHT 8 81 2' SOLID WALL PANELI i . .:75 SLWORT SIAB \ 1 PANEL 'rORDECK - (OPTIONAL) ,LmE(-0 L L 212! (OPTIONAL)Wtal)ON SPACIO 919#4 L GBERAL NOTES 1 E-••we 1=13 -1-Biligi@ElREQUIRED OPIEN 1 -L-=..1--4.- NO••8EAR•(3 OPTOUL DOOR - NOTES FORAFEA (rrp) -L ..LOON ..Clle REQUIRED OPEN END WALL ELEVATION FRONT WALL ELEVAnON AREA (-nrp) (rrpl . N m 280a.6.5.NIZIi TYPICAL SHED STYLE ENCLOSURE TYP PLAN £ le 3/lr = 1'-7 3/le = 1'·0»alim 0,15 A . EXIST STRUCTUREROOF PRO.ECT,ON . NOTE 5 --- ' St),1 ROOF PANEL -7 4 7-0'MAX Oki FIUER PANEL (OPnONAL '5% SIM /1 FIUER PANE 12 -RIDGE BEAMSUPPORT NOTE 2 ROOF PANa 1 ./.mzgthm11 - NOTES:¢/312*1. SEE IRP DRAWINGS FOR ROOF PLANS. - -i 2 GABLE STYLE ENCLOSURES SHALL HAVE A RIDGE I. ve• 3 .iril \ 0.-2.11=11 j BEAM SUPPORT DESIGNED BY OTHER-1 , .<-%72&197 3% A1 on 1 . 1 4 \1 3. TRA/,SOWKNEEWALL 6IAY BE EITHER ·OPEN-, r- STANDARD R-G .-- APPROVED GLASS OR APPROVED LAMINATED SANDWICH PANELLFILLER PANEL .•-1_4 •uu,oN SPACING (OF'nONAL)(OPTIONAL)4. FOR St.=0. MIN ROOF SLOPE MAY BE 3/8:12.22=Clt J -STANDARD NON-BEARING \ SEE GENERAL »L.:. MULLION SPACING L- SEE GENERAL -NOTES FOR 5.37 MIN DISTANCE FROM INSIDE FACE OF ...1NOTES FORREQUIRED OPEN - REQUIRED OPEN ENCLOSURE WALL TO FIRST ROOF PANEL SEAN. AREA. (TYP)END WALL ELEVATION FRONT WALL ELEVAnON AREA (TYP) i6. OPEN AREA REQUIREMENTS SHALL BE MEET REGARDLESS OF DOOR OPTIONS SHOWN ON PLARTYPICAL GABLE STYLE ENCLOSURE . i . EXIST STRUCTUREB----- ROOF PRaJECTION FILLER PANEL 0*7 _FILLER r,(OPTIONAL)0 i? a3?6.Lh 1-- ---*F --m 9 t=r 8 1 F» l 1$%*%3, r TYP EA END ?49\• IF RE(70s-oms'2\ 1 I r-4 ---FUER OR DECK -----1 1 1,--,--,I= NOI*BEARIO .Al«.St PANEL SEE GENERAL NOTES |MULION SPACONG -IC»8EAR'«3 -3 1FOR REOURED OPEN I SEE GENERAL NOTES-1 AULION SPACING .11 1674AREA (TYP) ---FOR REQURED OPEN AREA (r YP)FOOING FULL ORA-1/EMBEDDED POST IYP EA END (IF RE(70)0..Cl<IDEND WAU ELEVATION IF REQ'D FRONT WALL ELEVAnON .1 1r i FUER i I :iliL. FUER PANEL 11011 PANE (OPTIONAL)/ L=J I (OPTIONAL)U FOFE S 40NOTE: SEE SHED STYLE ENEZOSURE FOR BALANCE OF 17•FORMATION DATE - 1,0.-allTYPICAL CURVED EAVE ENCLOSURE UP 1 ... ¥q D€EITI 15 0/- 22 V/ REV19011 1 ---Bilr FUER PANEL 11 *357 4 ¥ /-1 r ROOF PAMEr-- PACal'.1 EA MilljOL EA FA TB SPACEON' Mill.IONS (TYP) =f- - 1/41LAG BOLT OWOCPr r IN1O San WOOD OR NTO ORICK OR i 11 GUTTER :1Ei ROOF PANG L-FLUSHW STRUCTUUL VAul MI 2-* SMS O EA ALIC»( ---AUL EAFACETABSPACEOW Y BETWEM *ULIONS (TYP)O/ STUD SECTION PRIOR TO NSTALLATION OF ¥MmneS 1Top. ,0% 0 1 ikli8-Ra L. MULLION SHALL BEAR ARDAY ON BOTTOM TRACK PRIORTO [NSTAUATION OF FASTENERm-7 SCREW SUE Al«) SPACING 1 TO MATCH HEAD[:n i /\ LOCATE SPUCES ®r MIN FROM VERTICAL MUU.,Cle NON·BEARING WALL SECTION r.re \E30»1 b CONNECTION ATBOSTING STRUCTURE ||It! DETAIL IM ill 08 SMS 2 I ":Ki BOTTOM, HEIGHT C iEXPANSION ANCHOZ /404\1 ANCHOR TEACH SIDE CL OF MUUJON. (NOTE 1) r 4 =4* .-RES T·--IIIFUL HEIGHT Ill DETAIL DlE»3 FOR FOOTING 4 1 CORNER 10 bREQUIREMENTS NOTE: SEE E/E30-3 FOR ALTERNATE FOOTING DETAIL 1 SPECIAL INSPECTION OR 33#4' emEDMENT REQUIRED FOR INSTALLATION TMAT BEARING WALL REQUIRE A FOOTING 1 TOP AND IYP ES) Flt.61 PANX (OPTIONAL) CORNER ./ ,ENG'N V I ujl,& \ AV' 22 SECTION DETAIL (I).1 'U Mrs -7 1.1.-L. d-LC .2fL .. .. ==me 0/ili .. 6 C--6....=me . s.s. 2.- oc --SMS@24-oc J 24'OC (TYPES)(,vP ES) (TYP ES) C. OMEGA M-F H OMEGA UnLITY CHANNEL OMEGA MH-UTIL-MH , / ...1 m- 12 W001 0,A- .1 #8 SMS 0 24' OC (TYPES) DETAIL HALF OMEGA MMUTL-T15»FH 18 SMS @ 24' OC (TYP ES)OMEGA MH·UTIL-T20·FH .10 - 0..-0. FSIC»1 L E30-2 -=T. 16 ./ 22 E -7-l."li + CORNER W POST BISSI- CC»«:RiTE /- v-IDOW SU /--NK,(PA,a r- BOTTOM CORNER i / TRCK rjyl- NOMjE WALL WI,DOW ; 2-VERT SCREW O CL EA 3-149 SST WOODNM f \ -aIBED POST IN CONCRETE CONCRETE FOOTING DtAG STRAP--I<.- 11/7082 6083-T5 W; 6·08 8 EA END Mf / SU MlliJON Er r- MI)1 3 PLWD. f<b<3 3>92 V 8(ST APPROVED DECK (BY OTHERS) NOTES: NOTE: SEE GR DRAWNGS FOR MAJOMUM ALLOWABLE PROJECTION REQUIREMENTS FOR X-BRACE OPTION. NEW DF 2, GLKG ¢M MIN) USEPT DF WHERE REOD BY CODE L 1. THIS DETAIL IS TO BE USED FOR WIND UPUFT PRESSURE < 20 p•I. 2. THE EXISTING DECK SHALL HAVE A PERMIT FOR CONSTRUCTION ON FILE W/ THE LOCAL. JURISDICTION. NOTE: 3. THE EXISTING DECK SHALL BE QUALIFIED FOR ALLSEE GR DIUWNGS FOR MAXIMUM ED(ST JOIST AT 24'ADDITIONAL LOADS BY AN ENGINEER LICENSED TOAUOWABLE PROJECTION REQUIREMENTS PRACTICE N THE LOCAL. JURISDICTION.O.C MAX 18M,FOR EMBEDDED POST OPTION. 4. FOR CBC ENCLOSURES ATTACHED TO DECKS. THE gffL SIMPSON LU26 @DF MUIMUM HEIGHT OF THE ROOM SHALL BE 12-0•SIMPSON HUS26Z @ PT OF MEASURED FROM THE GROUND TO THE MEAN ROOF , 11;01MT EMBEDDED POSTOPTION X-BRACE OPTION DECK ATTACHMENT 5. FOR IBC, IRC & FBC ENCLOSURES ATTACHED TO ::a¥!IDECKS, THE MA)(IMUM HEIGHT OF THE ROOM SHALL. BE 15'·C' MEASURED FROM THE GROUND TO THE MEAN ROOF HT.1 3:M DETAIL 214·-re 031 E30-1, GR-1 DETAIL 3,4'-17 Eh E30-1, GR-1 DETAIL 3'-10-0'»lj 4/3 Z #3018 EW @ ENCLOSURE WALL CLOFSLAB 31/2• CONCRETE SLAB NOTES: (MIN) .i·1. SEE 1/E30-2 FOR SLAB IN 2 GRADE REQUIREMENT. N 03@12 OC - ALT HOOK 1'-40 MIN #3@12 OC HOOK 2. SPECIAL ENGINEERING @ CORNERS REQUIRED WHERE FOOTING • ACTS AS A RETAINING ·D WALL @ CORNERS 3. STEM WALL. THICKNESS IS • • FROST UNE DEFINED BY EQUAL TO 8- MIN. LOCAL JURISDICTION SEE OPTION 1 FOR BALANCE OF INFO | FROST UNE DEFINED BY LOCAL JURISDICTION g OPTION 1 OPTION 2 Fi tiir131SAS 3Hn9010N3 .E ,uu DETAIL p1'.104 0.... ./ C.....0 .... D.. SMEIT.17.22 L REWSION 11 4 ' i B,p =25 4- 19 STEP 1 - DEFINE DESIGN PARAMETERS STEP 11 - DETERMINE APPLIED" LOADS 2.:i 3% 0 0 ATE A CONTACT LOCAL AIRISDICTION FOR ALL PARAMETERS & DEANE GOVELDING DESIGN CODE-SELECTONE 1. CALFORFIA SUmme CODE (CaC) 1 1NTE-,ATIONA BUiDING CODE (mC) 1 INTERNATIONAL RESEENMAL CODE (IRC) 4. FLORDA OU1O04O CODE (FBC) A ROOF LOADS -(VERTICALLOADS) 1 FOR e,CLOSURES vmH U,P Roof COVERS, USE -APPUED• ROOF LOADS DETER-EDMne, STEPS 0 OFTHE U,P ORAW,NGS, 1 ' FOR ENCLOSURES Wm, GLASS ROOF COVERS. USE 'APPUED• ROOF LOADS DETER-ED MT- STEPS I OFR GR DRAW-GS 5 WALL LOADS- 01012°NTALLOADS) 1. SaECTAPPROPRIATE TABLEBASED ON GOVERMING COOIL USE ASCE 742 FORFBC (SEETABLES BELOW) 1 LOCATE APPROPFUATE COLLI- FOR BASIC We«) SPEED. 1 LOCATE APPROPRIATE SECTION FOR WI® E»'OSU*E AB® CO-ONT. 1 OTHER C DEFIBE BMIC-®MEW O#PIO- SaECT O,E GOVERNING BASIC WIND SPEED (MPH) [BC.[RC* 88 go 100 110 120 130 140 FOC CK 70 75 80 90 100 110 120 1. IBC. IRC & FBC WIND SPEEDS ARE FOR 3-SEC GUST SPEED 2. CBC Wng) SPEEDS ARE FOR FASTEST MILE SPEED D. DEFOE -BASIC DESIGN ROOF LOAD 1. ROOF UVELOAD-SELECT ONE a. 10 PSF 4 INTERSECTION OFAPPROPRIATE COLUMNNOROW *DICATES THE APPUED HO,UZONTAL VAND PRESSIJRE FOR DESIGN ,b OF THE WALL SYSTEM a VIND PRESSUREVALVEBARE FOR CO-ONENTS,NO (AD,»a | h OUETOTHENONWaTABLENATUREOPAPAT,OENCLOSURE,T,E -ORTANCE FACTORSUSEDFORT,EDEVELOPMENT 0OF -0 PRESS-EB ARE 1.O AND 1.O AS PER CODE. 3 ENTER DESLGN PRESS,508 821.OVX | 1 ROOF UVE LOAD 0.1)160 c ROOF Wn«) LOAD - UPWARD (WU®) 130 4 ROOFWINDLOAD- DOWNWARD(Wld-) it• WALL WIND LOAD 0..coon 01 B=10 WirM 8-41) (MPH)a.0- C.o„.,* Load 70 80 go 100 110 120 130 Wtib1 B.CorD WIS¥-n tnor 04* 10 13 15 19 23 I 27 ,€= 2. ROOF SNOW LOAD - SELECT ONE ..0-4 Balic WIN Sp- (MPH)(3) A 20 PSF IBC, IRC and ASCII 7-05 WIND LOADS E*owl Compor- OPSF Load 85 90 100 110 120 13£ B RodS,Itiin Inorad 14 16 19 21 24 29 10 PSF C Rod SyC.n. tn or CU 17 19 23 25 30 35 20PSE D Rool Systim Ino,CO 20 23 28 30 35 42 32 m&g§ 94»3 in pqi )5 0oLdr & 40 PSF /. 50 PSF E B 56 PSF STEP 111- DETERMINE TRIBUTARY WIDTH TO SUPPORTING WALL DEFINE EXPOSURE CATEGORY - SELECT ONE 1. ECPOSURE B 2- OPOSURE C LOCATE APPROPRIATE ROW ENCLOSURE PROJECTION LOCATE APPROPRIATE COLUMN FOR ROOF OVERHANG LOCATE INTERSECTION OF ROW A,0 COLUMN VALUE IN CELL 18 THE TRIBUTARY WIDTH TO THE WALL SUPPORT. ONTEFU'OLATION IS ALLOWED) 1 EXPOSURED NOTE: NOT REQUIRED FOR CBC JURISDICTION EXISTING ENCLOSURE v----ROOF PROJECTION *4 OVERMANG R W @SUPPORTING WALL ATTACHED 2 TRIBUTARY WIDTH TO SUPPORTING WALL ROOF OVERHANG (11) PANEL SPAN 0 1 2 81 4.0 5.1 lon.10 8.1 12 1 50 7.0 82 14 1 7.0 8.0 9.1 18 1 7.0 9.0 10.1 ORA-* 18 R.9.0 10.0 11.1 ../...0 20 1 10.0 11.0 12.1 DAT nfl.11.0 12.0 13.1 .C./ 231 11.5 12.6 116 -/0 0..."- REVISK»1 6, E30-4 /4/9/. 18 0/ I SIEP-IM-_DETERMINE_TRIBUTARYWIDIMIQNYALLHEADER A LOCATE APPROPRIATE TABLE FOR APPUED ROOF LOAD. 5 LOCATE APPROPRIATE ROW FOR MULUON TYPE APPLMED LOAD DIRECTION NO ULUION SPACING C. LOCATE [NTERSECTION OF ROW AND COLUMN- VALUE N CELL IS T,E MA)(nall, ALLOWABLE TRIBUTARY VADTH THAT CAN BE SUPPORTED BY THE HEADER D. REPEAT PROCESS FOR BOTH DOWNWARD AND UPWARD APPLIED LOADS nE ALLOWABLE TRIBUTARY WN)TH THAT CAN BE SUPPORTED BY THE WALL HEADER LS THE MINIMUM O THE TRa,TARY WIDTHS FOR DOW-ARD AND UPWARD LOADE D. CONFIRM TRIBUTARY WIDTH IN STEPS 10 DOES NOT EXCEED ALLONABLE TR}BUTARY WOTH. -STEEY--DETERMINE-ALLOWABLE-TRIBUTARYNXIDIM-TOWALL-MULLION A LOCATEAPPROPRIATE TABLE FOR APPROPRIATE MULION TYPE USED. 1 LOCATE APPROPQATE COLU-4 FOR APPLIED ROOF LOAD. C LOCATEAPPROPRtATEROWFORAPPUEDLOAO,IAUIONHEIGHTANDMJLLIONSPACING D. LOCATENTERSECT,ON OF ROW AND COU»- VAL.UE N CELL IS TIE 6WUMUM ALLONABLETRBUTARY %4,TH THAT CAN BESUPPORTED BY TDE WALL WAUON D CO,Ified TR,KITARY WIDTH 04 STEPS m DOES NOT EXCEED ALLOWABLE TRIBUTARY WgTH. Wm AUOWABLE TRIBUTARY WIDTH TO HEADER HEADER| RAFTER | DIRECTION 111-1T'1YPE |SPNG|OF 10 |15|20| 25 |30|40| 50 24 LRP r ALLOWABLE TRIBUTARY WIDTH TO BEARING WALL OMEGA M-F H Appled D-8-d Roofloid (pse 60 I Pr•sm- H,#1* SPI" 0. 10. 16. 20. 26. 30. 40. 50. 00 ALLOWABLE TRIBUTARY WIDTH TO BEARING WALL OMEGA UTILITY CHANNEL p.1.- 11-* IS-- 0. 10. 15. 20. 26. 30. 40. 50 Go -GiETfirri63EirT-KEr-irrwrirrirl 13--rw-riaTinTErii.6937.8-irriyli / 10 - K--M_L-EliL!!211ML1ML.LLL-§:11&LLiLL//3-DOWETWT-ETirri.4-17-19-irrirl 2-9.0-2-41EL!El-!ELLLLECALI*IE]-UPWARD-O.6-58-77-773-rirrirrirrE-1 1-10.0 1 42 I 15.0 I 11-2 17.5 1 5-6 145 1 3.8 1 2-9 1 2.3 niEEEjiEI]EUE]ZiEIliZtlE[*EtiiZI r---CIrr-rriIBT131-Iil-wmt-uris-rirl [3*I43riKETiarigrirry.803ri:ill.9 15 0*ZE*ZI*[im3iiIi£[ii[KEII*11£1 ----EZZEIZ*33*irjEiETETEriE-Tim-14*ri331 9-0 1 60 1 15811&0 I 15.0 1 13.4 I 10.Sl 9.0 1 6-8 I 24 I 4.5 I ciNT,rTiaTiariarminiii-riiT-irtlyl __£31036TiaTiari¤riuraT-Ertirrii-rii cyrinr-TiaTNETTariar1215011-unrt [3*ZI*EnTEn-TET-1107-11481-133rIrrm-El 15 Wi*£4**ZI**Ii£[ii[ii[EliI£*IiII]il 1 9.0 1 42 115.0 1 16.0 I 15.01 16.Ol 14.31 11.91 9.0 1 7.2 1 6.0 Iriirrlr--niwriariEiralliTi3TUTiIT-Ii-1 0 [2*iZIE*ZZIEIEII]KIE[*ZI];rt3*iIrtii-1 20 [11010130[Eft]FirIrri7!13-1 16.0£16.0[117[1039'18.953rii-1 1.11*12*-RI©iIi*ii*ii*ii] 11 ditknitill | 26 30 35 33FT-7-TiiFT-15.0-14.8riiirieirrirri.4-17-1 r- 12.0. 36 7.0 38 15.0 5.6 17 2.8 2-3 1.9 lA 1.2 1.0 36 8.0. 38 9.0 130 10.0. 38 12.0. 38 7.0. 38 36 U 30 9.0. 38 135 10.0. 38 [ 7.0 | 48 | 15.0 I 15.Ol 18.0 I 15.Ol 18.Ol 13.2 I 9.9 I I 1010 1 60 1 1T11T1TT 12.0. 60 7.0 48 15.0 15.0 15.0 11.4 9-2 7.6 5.7 4.8 19 42 150 15.0 14.8 112 8.9 7.5 5.6 4.5 18 8.0 36 15.0 15.0 15.0 12.7 10.1 8.6 6.4 5.1 4.3 .0 10.0. 80 12.0. 60 7.0 36 15.0 1.0 15.0 15.0 15.0 15.0 11 9.4 .9 75 38 15.0 15.0 15.0 110 10,4 &7 6.3 8.0 42 9.0. 36 10.0. 36 12-0. 36 78 38 15.0 15.0 15.0 15.0 12.2 10.2 7.6 7.5 38 15.0 10.5 7.0 53 4.3 36 2.7 62 6.1 i1 W. -2:m=11 j TiT-4.17 111%f1 40 an 1 O.V 1 Ju •, 1...... 1 40 m111;1 iS FESSIOE TIWAK 41182 XP. 31311 , c OF (6 pii- Ill .....=-4 0A-- E30-5 s.g// 19 0/ 22 All-abil T,lbutal, Wida to Be=Ing Wal OMEGA -·UTIL-MH 8= Udion 'Ad,loil Applk,d D-,-d Rod Load (pso pm„,1„0 Hewl SP,(Nng 0 10 15 20 25 30 40 50 60 7.0 60 130 130 130 40 15.0 15,0 110 158 15.0 7.5 60 40 40 110 1&0 40 110 00 15.0 15.0 &0 60 110 1&0 1&0 110 1&0 15.0 150 15.0 150 10, &0 60 110 110 110 110 15,0 110 110 15.0 14.4 10.0 60 110 130 110 110 150 110 110 113 10.3 120 80 1&0 150 150 1&0 123 103 7.7 62 52 7.0 60 110 150 110 150 130 150 110 15.0 150 7.5 60 00 MO 1&0 110 10 40 150 15.0 15.0 15 &O 80 1(10 130 150 150 130 150 150 15.0 15.0 &0 60 00 1&0 1&0 liO 150 150 150 13.0 108 10.0 80 130 150 150 150 150 '14.0 108 8.5 7.1 12.0 42 15,0 110 15.0 1&0 15.0 118 1 a.4 8.3 8.9 70 60 150 1&0 150 150 150 150 150 15.0 150 7,5 60 40 1&0 110 110 110 tio 150 15.0 15.0 ao 60 1&0 1&0 15.0 1&0 150 1&0 1&0 15.0 13.1 20 9.0 80 15.0 15.0 15.0 15.0 00 15.0 11.8 94 7.9 100 48 110 1&0 1&0 15.0 130 15.0 111 97 8.1 12.0 38 70 60 40 110 150 1&0 1&0 110 1&0 150 15.0 7.5 60 110 15.0 150 150 1&0 15.0 1 10 15.0 13.5 8.0 60 130 1&0 1&0 1&0 1&0 1&0 150 lIt 10.1 25 - 9.0 60 150 1&0 15.0 1&0 124 la.4 7.B 6.3 52 10.0 42 15.0 1&0 15.0 1&0 150 110 121 97 8.1 12.0 36 7.0 60 150 1&0 150 .0 160 15,0 1&0 15.0 14.7 75 60 130 150 110 150 150 1&0 15.0 12.7 10.6 &0 80 150 15.0 15.0 1&0 15.0 14,8 11.1 8-9 7A 30 9.0 48 1&0 18.0 15.0 150 110 142 la.7 8.6 7.1 10.0 38 110 15.0 15.0 1&0 15.0 15.0 134 10.7 9.0 120 38 7.0 60 150 40 15.0 110 15.0 110 liO 143 11.9 7 5 60 1&0 150 15.0 110 15.0 1&0 12-0 96 80 &0 00 150 15.0 130 14.7 11.8 9.9 7A 5.9 5.0 9.0 42 15.0 130 15,0 15.0 150 15.0 11.7 9.3 7.8 10.0 36 120 38 7.0 80 70 110 1&0 1&0 1&0 15,0 119 11.1 9-3 7.5 80 130 1&0 1&0 15.0 13.2 11.0 8.3 8.7 5.8 40 80 42 150 15.0 110 150 1&0 110 liO 14.5 12.1 9.0 36 15.0 110 15.0 1&0 1&0 150 14.2 11.4 95 10.0 12.0 All-abiI T•lb-1¥ Imilm 10 8,-Ine Wil OMEGA M»unt.-TlWM Ie,tmnt Appred Do.-ud Rod L.cad (pM Pm == 0 10 15 20 25 240960 7.0 80 130 110 150 110 130 110 110 15.0 15.0 76 60 150 110 1&0 15.0 15.0 1&0 1210 150 15.0 10 a 60 130 150 160 150 150 110 130 15.0 110 &0 60 150 110 1&0 160 130 150 160 150 150 10.0 60 110 150 150 130 1&0 150 110 150 150 12.0 60 1&0 110 130 150 130 150 113 10.8 9.1 7.0 60 1&0 1&0 1&0 150 1&0 1&0 110 15.0 150 7.5 60 40 40 1&0 150 150 15.0 110 15.0 15.0 15 ' 1 1 110 160 130 110 150 158 150 15.0 150 110 180 150 10.0 60 1&0 1&0 160 150 156 130 ,110 15.0 12.8 12.0 48 15,0 1&0 150 150 150 150 145 116 9.7 7.0 60 1,0 110 150 150 150 150 4110 150 15.0 75 60 110 110 150 15.0 150 150 1 1&0 150 15.0 &0 60 150 150 150 150 150 150 1 150 15.0 15.020 ,&0 80 15.0 110 1&0 15.0 15.0 150 '15.0 15.0 14.8 10.0 80 130 130 150 110 110 110 143 11.5 9.6 12.0 42 150 110 150 150 110 150 .141 11.3 9.4 7.0 60 150 150 1&0 15.0 160 150 '1&0 150 15.0 7.5 60 160 130 130 130 130 130 15.0 150 15.0 &0 60 1&0 130 130 15*0 130 1&0 :1&0 150 150 25 9.0 80 110 110 160 150 150 110 .150 13.9 11.6 10.0 48 1&0 15,0 1&0 150 15.0 1&0 160 14.3 12.0 12.0 38 7.0 80 15.0 150 110 150 130 110 .150 15.0 15.0 76 60 160 15.0 1&0 15.0 110 15,0 15,0 15.0 15.0 8.0 60 110 1&0 16.0 1&0 1&0 1&0 1&0 15.0 15.0 30 90 60 110 130 1&0 150 15.0 150 114 10.7 8.9 10.0 48 15.0 110 15.0 15.0 liO 15.0 118 11.1 9.2 12.0 60 7.0 60 150 15.0 15,0 110 1&0 15.0 150 150 15.0 7.5 80 110 15.0 15.0 15.0 15.0 1&0 15.0 15.0 15.0 8.0 60 1&0 15.0 15.0 15.0 1&0 1&0 18.0 15.0 12.9 35 9.0 48 15.0 15.0 1&0 15.0 1&0 150 140 15.0 12.5 10.0 38 1&0 150 1&0 15.0 15,0 15.0 1&0 15.0 15.0 12.0 36 7.0 60 150 110 1&0 15,0 150 110 40 13.0 15.0 7.5 60 110 15.0 1&0 1&0 15.0 15.0 160 150 14.5 ao 60 110 150 15.0 15.0 130 110 15.0 12.3 10.3 40 %0 48 15.0 1&0 1&0 1&0 15.0 15.0 14.8 11.9 9-9 10.0 36 130 150 15,0 15.0 15.0 15.0 15.0 14.8 12.3 12.0 36 Ano-bil Tribut-, Wida to 8.-ine Wai OMEGA MH·U™--729-FH It,rzoont!ANHed D-ward Rod Lold (pia 1 == o 10 15 20 25 30 40 50 60 70 60 150 150 110 130 150 110 110 15.0 1&0 75 60 110 110 110 1&0 150 15.0 150 150 150 to ao 60 1&0 110 00 40 150 110 110 15.0 110 90 60 1 5.0 15.0 110 15.0 150 110 110 15.0 150 10.0 00 1&0 110 150 110 130 130 150 15.0 110 12.0 60 110 150 1&0 150 150 150 14.8 11.7 9.8 70 60 1510 110 110 40 150 1&0 110 15.0 tio 7.5 60 150 15,0 110 110 150 130 110 110 110 15 80 80 150 110 40 1&0 15.0 110 15-0 1520 150 80 60 110 15.0 1&0 18.0 1&0 110 1&0 15.0 15.0 10.0 60 110 130 1&0 15.0 150 110 1&0 15.0 117 12.0 48 40 110 110 1&0 40 40 1&0 12.7 108 7.0 60 15.0 15.0 1&0 15.0 150 110 110 15.0 15.0 7.5 60 15.0 1&0 15.0 15.0 15,0 110 15.0 15.0 15.0 &0 60 1&0 15.0 15.0 15,0 1&0 150 1&0 15.0 15.0 20 90 80 150 1&0 160 150 130 150 110 15.0 110 10.0 60 150 15.0 15.0 15.0 130 110 lio 126 10.6 12.0 42 15.0 15.0 110 1&0 15,0 1&0 1&0 12.4 10.4 70 60 150 15.0 1&0 00 130 15.0 15.0 15.0 110 75 60 15.0 150 liO 180 150 1&0 110 150 15.0 25 &0 60 130 15.0 15.0 15,0 150 1&0 1&0 15.0 15.0 90 60 15.0 110 110 130 150 150 15.0 15.0 12.8 10.0 60 15.0 15.0 15.0 1&0 150 110 11.7 9.4 78 12.0 38 70 60 15.0 130 1&0 15.0 15.0 15.0 1&0 15.0 15.0 7.S 60 1 5.0 1&0 1&0 1&0 150 180 15.0 15.0 15.0 ao 60 1&0 1&0 1&0 15.0 1&0 1&0 1&0 15.0 15.0 30 9.0 60 150 130 1&0 15.0 150 1&0 1&0 12.1 10.1 10.0 48 15.0 15.0 1&0 1&0 15.0 15.0 150 12.5 10.4 12.0 36 70 60 150 15.0 18.0 15.0 15.0 150 15.0 15.0 150 75 60 15.0 15.0 15.0 150 1&0 15.0 150 15.0 15.0 80 60 15.0 110 1&0 15.0 160 15.0 1&0 15.0 14.3 35 9.0 60 15.0 110 15.0 18.0 130 110 11.3 9.1 72 10.0 42 15.0 150 15.0 1&0 150 1&0 150 13.8 11.5 12.0 36 70 60 150 110 1&0 15.0 160 1&0 15.0 15.0 15.0 ' 7.5 60 15.0 150 15.0 1&0 130 15.0 15.0 15.0 15.0 ao 80 15.0 1&0 15.0 110 130 110 liO 14.0 11.7 40 90 48 15.0 15.0 15.0 110 15.0 150 110 13.5 11.3 10.0 36 15.0 1&0 1&0 15.0 15.0 1&0 15.0 150 13.9 12.0 38 2!igil1 1.1,i 0 . ..1 im m 13 1 5 9 26 1.t,g 0.... .. 'T. E30-6 20 - . STEP VI - DETERMINE FOOING REQUIREMENTS A DETERMINE THE APPLIED WIND LOAD 1. SELECT APPROPRIATE TABLE BASED ON GOVERNING CODE USE ASCE 7-02 FOR FBC. 2. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. 3. LOCATE APPROPRIATE SECTION FOR WIND EXPOSURE. 4. THE NUMBER AT THE INTERSECnON OF THE APPROPRIATE ROW AND COLUMN IS THE APPLIED WIND LOAD TO THE ROOF (MWFRS). UBC Wind Loads Exposure Component El C or D Roe# Sy*rn Oredion of Ba,icWnd Spedl) (WH) Load 70 80 90 100 110 120 Up,413 10 13 15 19 23 27 8000000 IBC, IRC and ASCE 7-02 Wind Loads arecial of Basic Wnd Speed (1841)(3) (4)Exposure Canponent (011 85 90 100 110 120 130 140 150 B Roof System Ulpward 14 16 20 21 25 29 34 39 DowwerdO 0000000 C Rod System 4)WErd Dow-rd Lbw,d :D Roof 0,=lo"• DC.,ward 1. Fastest Mile Wind Speed 2. Uplift Pressures may be reduced by 25 percent forenclosures less than or equal to 10 feettall 3. 3-Second Gust Speed 4. Pressures shall be increased by 15 percent for enclosures built in Alaska. 0,"5445&80 j 91924130364148 00000000 M33137435058 0 0 0 0 0 0 0 0 B. DETERMINE FOOTING REQUIREMENTS FOR DOWNWARD LOADS. 1. ALL ENCLOSURES WITH LIVE LOADS GREATER THAN 20 PSF AND SHALL HAVE A CONTINUOUS FOOTING BELOW THE ENCLOSURE WALL. SEE DETAIL G FOR FOOTING REQUIREMENTS. Z 2. FOR ENCLOSURES WITH LIVE LOADS LESS THAN OR EQUAL TO 20 PSF, a. USING THE TABLE BELOW, LOCATE THE COLUMN FOR APPLIED ROOF LOAD. b. USING THE TABLE BELOW, LOCATE APPROPRIATE ROW FOR MULLION SPACING AND TRIBUTARY WIDTH TO WALL (USE 0 FOR NON-BEARING WALLS). 2 c. IF THE CELL AT THE INTERSECTION OF THE APPROPRIATE >3 m ECOLUMN AND ROW IS SHADED, A CONTINUOUS FOOTING AS "c ur W SHOWN IN DETAIL G IS REQUIRED.3 21 C. DETERMINE FOOTING REQUIREMENTS FOR UPLIFT LOADS VJ \4 fc)3 1. DETERMINE IF A FOOTING IS REQUIRED J a. USING THE TABLE BELOW, LOCATE THE APPROPRIATE COLUMN FOR THE APPLIED UPLIFT WIND LOAD. b. USING THE TABLE BELOW, LOCATE APPROPRIATE ROW FOR MULLION SPACING AND TRIBUTARY WIDTH TO WALL (USE 0 0.... la FOR NON-BEARING WALLS).CHIC"ID VT c. IF THE CELL AT THE INTERSECTION OF THE APPROPRIATE COLUMN AND ROW IS SHADED, A CONTINUOUS FOOTING AS SHOWN IN DETAIL G IS REQUIRED. E30-7 *EITI 210,22 . . REVISION L-- ITI im 1100 600&15 80-15 00-TS B.050 800.5 600*TO BECTRICALI€ADER HEADER Va€OW SU FEMALE H MN,EH DETAIL DETAIL DETAIL DETAIL DETAIL< 4351 > <3807 ><SV4394>Wi/ <4041 > Ivu (4042 > 1/. d ! t- 1107 --11 1-LE -2 r--r--=4 100011*113* 21-1 L _l-i-fl 0.4,7 -+,+- &357 1 ti.082 •062 t-.082 · t.062 60-Ts 600&73 000.5 600$75 1 1101:0101 UT,ITY MALE SECTION UTUTY FEMALE SECTION DETAIL DETAIL< 2019 > <2020 > PUNIF RECT TUNE 112,3 (T15) DETAILHALF < 1008 > 11016RECT TUBE M (120)\Ull - DETAIL -\»A < 1009 > ,'I- S'/'--IR 4 - 1100 -' i 0.0101,70 :--=1.500 Lue d I 4--Uls -r t=.060 ..060 •550 60-TB 600-5 ./60-TS BOTTOM TCK RECSVING CHANNa DETAIL . DIMENSIONS SHOWN ARE FOR INFORMATION ONLY. REFER TO MANUFACTURER DIE DRAWINGS FOR aEMENT SPECIFICATIONS. DETAIL DETAIL ,< 4349 >< 5469 >< 3902 > 7• RIA-1 g !I , U. t .. 63 1 1,16 EVALUATION REPORT C® Division: 10 - SPECIALTIES Section: 10530 - Protective Cover REPORT HOLDER: C-Thru Industries Inc. 1477 Darvil Circle Corona CA 92880 http://www.c-thru.com EVALUATION SUBJECT: Omega 4 wall and Glass Roof System 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes & Regulations: • 2009 International Building Code® (IBC) • 2009 International Residential Code® (IRC) 1.2 Evaluated In accordance with: • ICC-ES AC 340, approved October 2010 1.3 Property Evaluated: • Structural 2.0 USES The combination of the Omega 4 Enclosure System and the LRP or glass Roof System together form a system used as an attached patio enclosure for residential applications. The system is considered enclosed use of the assembly for unenclosed structures exceeds the scope of this evaluation report. If the system is used to enclose an existing unenclosed patio, the owner may be required to obtain approval from the local Building and Safety department for the attachments to the existing unenclosed structure. These enclosures are intended to be non-habitable structures conforming to Appendix I of the International Building Code and Appendix H of the International Residential Code. 3.0 GENERAL DESCRIPTION 3.1 Product Information: 3.1.1 3"Omega 4 Patlo Enclosure System: The Omega 4 Patio Endosure System described in drawings 11 thru 14, consists of bearing and nonbearing wall panels, aluminum mullions and posts.With an alloy and temper of 6063-T5. Report Number: 0181 Issued: 01/2012 Expires: 01/2013 3.1.2 LRP Roof System: The LRP Roof System described in drawings 3 thru 5 consists of hybrid panels consisting of structural insulated panels (SIP) with aluminum extrusions. The LRP Roof System is outside the review scope of this report. The LRP Roof System used with the structural components described in this report to form enclosed residential patio covers must be recognized and listed by a third party agency such as lAPMO ES or Factory Built Housing. 3.1.3 Glass Roof System: The glass roof support framing system shall be designed per 2009 IBC Chapter 24 with a deflection limited to U175 of the glass edge length or 0.75". The glazing for the glass roof shall be either insulated with 1/8" thick fully tempered glass on the top and bottom or 3/16" thick fully tempered glass. 3.2 Materials: General material specification are listed in Section 11 of the Drawing General Notes and specifications. 3.2.1 3"Omega 4 Patio Enclosure System: 4Fhe Omega 4 Patio Endosure System aluminum mullfbrls and posts consist of an alloy and temper of 6063-T5. 3.1.3 Glass Roof System: The glazing for the glass roof shall be either insulated with 1/8" thick fully tempered glass on the top and bottom or 3/16" thick fully tempered glass. 4.0 DESIGN AND INSTALLATION 4.1 Design: 4.1.1 LRP Roof System: Design of the LRP Roof System shall be in accordance with its evaluation report. 4.1.2 Omega 4 Patlo Enclosure System: Determine the environmental loads from the local building official including Uve Load, Wind Velocity and Ground Snow Load. Use the procedures and tables beginning on page 13 to determine the proper wall components. 4.1.3 Assembly: Assemble the components determined in sections 4.1.1 and 4.1.2 in accordance with the details provided in this report and in accordance with the local governing building code. 4.2 INSTALLATION: General Installation shall be in accordance with the codes in section 1 of this report, this report, the manufacturefs installation instructions, and corresponding drawings dated 05/18/11. Installation of Page 1 of 3 Cop}vi#1 © 2012 bytatemmional Agociatim of Plumbib,-d Mechanicit Omcial, All de- re,crve, Pki,cd in the Uoiled Stal= of An=ica No part ant»:pubhclon =my bereproaced, Coredinan declrooicretrieval eyern,ort,Enidned, ininy b.morby-ymesm, ded/=mc, medinic,1, ,· ,-' --recorehag, or otler•ise.wit}=t Oueprio,=1212,1 penmision ofthe plkh:her Ph· 1 -8774ESRPT - F=: 909.472.4171 • Wet uwv,i,=noes or= - 500] Ea# Philiddphia Slreet • Orgario. Calit,mia 91761-2816 - USA h EVALUATION REPORT (/18...0 -4. the LRP Roof System shall be in accordance with its evaluation report. Approved sealant or caulking shall be used at any penetrations made in the existing weather resistant exterior wall envelope required by IBC 1403.2. 5.0 CON01TIONS OF USE The C-Thru Industries inc. enclosed patio system described in the accompanying plans dated 05/18/11 comply with the codes listed in Section 1.0 of this report and are subject to the following conditions: 5.1 The materials and components described in this report are to be limited to non-habitable spaces described in Appendix I of the International Building Code and Appendix H of the International Residential Code. These structures are ogi intended to meet the provisions related to hospitals (OSHPD) and public schools in California (DSA). 5.2 Analysis shall be provided to the building omdal to show component and dadding wind loads at the site are less than the capacity of the glass panels in accordance with IBC Chapter 24. 5.3 Construction of the endosed patio system must comply with this report and the accompanying plans, dated May 18, 2011. 5.4 Windows serving as emergency egress or rescue openings from the sleeping rooms are not permitted to exit into the patio endosure 5.5 Where an exterior opening serves as an exit from the dwelling unit the patio endosure shall have at least 3'-00' wide exterior door. 5.6 The scope of the report is limited to the sites that have no special topographical effects like hills, ridge or escarpment. 5.7 The effects of sliding snow described in Section 7.9 of ASCE 7-05 are outside the scope of this report iicvul...0/ -Mol Report Number: 0181 -«D-L--1 Issued: 01/2012 Expires: 01/2013 6.0 EVIDENCE SUBMITTED Data and analysis in accordance with the ICOES acceptance criteria for patio covers (AC340) approved October 2010. Test results are from laboratories in compliance with ISO/IEC 17025. 7.0 IDENTIFICATION 7.1 IAPMO Trademark: Each installation shall bear an original identifying decal or local bearing the IAPMO shield and reference to this evaluation report thus: IAPMO #0181 \»/ TM IAPMO #0181 Technical Director of Evaluation Services *22_ a_ CEO The IAPMO Group / 7.2 C-Thru Industries Inc Trademark: Each install shall bear an original identifying decal or logo of C-Thru Industries inc. thus: C-Thru Logo F-- C-THRU® ( INDUSTRIES 0 \82 Opill I (3 Page 2 of 3 2, EVALUATION REPORT 0 Report Number: 0181 Issued: 01/2012 Expires: 01/2013 CODE SUPPLEMENT to ER-0181 Division: 10 Specialties Section:10530 Protective Cover REPORT HOLDER: C-Thru Industries Inc. 1477 Darvll Circle Corona CA 92880 http:#www.c-thru.com EVALUATION SUBJECT: Omega 4 wall, LRP and Glass roof system r1.0 EVALUATION SCOPE 1.1 Compliance with the following codes & Regulations: • 2010 California Building Code® (CBC) pq• 2004 Florida Building Code (FBC), excluding Broward and Dade County. , 2.0 SUBSTANTIATING DATA Data in accordance with the ICC-ES acceptance criteria for patio covers (AC340) approved October 2010. Testresults are from laboratories in compliance with ISO/IEC 17025. L Page 3 of 3 -r - 9- ) 3- 13 11 40 9 Of, 49... 1 © C 1 9-G Ey , C