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PMT16-02132 City of Menifee Permit No.: PMT16-02132 29714 HAUN RD. Type: Residential Addition <A-CCEL/-> MENIFEE,CA 92586 MENIFEE Date Issued: 07I07/2016 PERMIT Site Address: 28715 ACANTHUS CT, MENIFEE, CA Parcel Number: 333-500-017 92584 Construction Cost: $5,000.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL 770 SF SOLID ALUMAWOOD PATIO COVER WITH 2 FANS,4 POST LIGHTS Work: Owner Contractor CLIFFORD MARTIN 28715 ACANTHUS COURT MENIFEE,CA 92584 Applicant License Number: CLIFFORD MARTIN 28715 ACANTHUS COURT MENIFEE,CA 92584 Phone: 9517751970 Fee Description Qtt( Amount($I Receptacle, Switch, Outlet&Fixture 6 141.00 Building Permit Issuance 1 27.00 Deck/Patio, non-standard 1 133.00 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 1.00 General Plan Maintenance Fee-Building 1 6.65 General Plan Maintenance Fee-Electrical 1 7.05 $316.70 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Permit_Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects with a licensed contractor(s)pursuant to the Contractors State License Law). I hereby affirm under penalty of perjury that I am under provisions of Chapter9(commencing with section 7000)of Division 3 of the Business and o I am exempt from licensure under the Contractors State License Law for Professions Code and my license is in full force and effect. the following reason: License Class License No. By my signature below I acknowledge that,except for my personal residence Expires Signature in which I must have resided for at least one year prior to completion of improvements covered by this permit.I cannot legally sell a structure that I WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in Its entirety by D I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have and will maintain a certificate of consent of self-insure for workers 7044-of the Business and Professions Code,is available upon request when compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website: by Section 3700 of the Labor Code,for the performance of work for which w,ww.le mfo.ca. ovcalaw.html. this permit is issued. Date Policy# PROPERV16WNER OR AUTHORIZED AGENT o l have and will maintain workers compensation insurance,as required by section 3700 of the Labor Code,for the performance of the work for which o By my signature below I certify to each of the followtng:l am the property this permit is issued.My workers compensation Insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number are: application and the information I have provided is correct.I agree to comply with all applicable city and county ordinances and state laws relating to Carrier building construction.I authorize representatives of this city or county to Policy# Expires enter the abov identified I,roparty for inspection purposes. 1_ (This section need not to be completed is the permit is for one-hundred .d� Nk Date , I v dollars($300)or less PROPE"RVIQWNER OR AUTHORIZED AGENT D 1 certify that in the performance of the work for which this permit is issued, I shalt not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the workers compensation provisions of Section 3700 of the Labor Code,I shall forthwith comply with those provisions. Will the applicant or future building occupant handle hazardous material pr a mixture containing a hazardous material equal to or greater that the Applicant Date amounts spectfied on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS D Yes ❑No UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES forguidelines CONSTRUCTION LENDING AGENCY o Yes D No I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the lending agency for the performance of the work which this permit is issued outer boundary of a school? (Section 3097 Civil Code) o Yes D No OWNER BUILDER DECLARATIONS 1 have read the Hazardous Material information Guide and the SCAQMD permitting checklist.I understand my requirements under the State of I hereby affirm under penalty of perjury that I am exempt from the California Health&Safety Code,Section 25505 and 25534 concerning Contractors License Law for the reason(s)indicated below by the hazardous material reporting. checkmark(s)I have placed next to the applicable Rem(s)(Section 7031.5 oyes ❑No Business and Professions Code).Any city or county that requires a permit to Date construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWN ER OR AUTHORIZED AG ENT issuance,also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION REPAIR AND PAINTING IRRPI License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978 and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property than($500). - managers who do the paint-disturbing work themselves or through their Arl,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.epa.eov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-800 424-LEAD(5323). Code;The Contractors State License Law does not apply to an owner of a ❑An EPA Lead-Safe Certified Renovator will be responsible for this project property who,through employees'or personal effort,builds or Improves the property provided that the improvements are not intended or offered for Certified Firm Name: sale.If,however,the building or improvement is sold within one year of Firm Certification No: completion,the Owner-Builder will have the burden of proving that it was D No EPA Lead-Safe Certified Firm is required for this project because: not built or improved for the purpose of sale. ❑1,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP Acknowledgement. BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION Menifee DATE — (� PERMIT/PLAN CHECK NUMBER TYPE: O COMMERCIAL Q RESIDENTIAL O MULTI-FAMILY 0 MOBILE HOME O POOL/SPA C SIGN SUBTYPE: 1 ADDITION O ALTERATION O DEMOLITION O ELECTRICAL O MECHANICAL O NEW O PLUMBING 0 RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK L-0rnA-WO0D FA -D CaVa PROJECTADDRESS 18-7 r A CAN-FI- -s T. QQSSU ASSESSOR'S PARCEL NUMBER -535•cry- C)I, LOT TRACT L p OWNER NAME C X4 9Z (Z l P ADDRESS 2911 ) 0- r—Awrays CT. rheM I FEe C A' 'City of Menifee PHONE J S 1— ,1 C — 1 97D EMAIL Building & Safety Dept. APPLICANT NAME Sam JUL 07 2016 ADDRESS IReceived PHONE EMAIL s/-rN-171(Z/}�jjpJUD U izw,Ner CONTRACTOR'S NAME OWNER BUILDER? O YES O NO BUSINESS NAME ADDRESS PHONE EMAIL CONTRACTOR'S STATE LIC NUMBER LICENSE CLASSIFICATION ALUATION$ ( bw SQ FT Zo— L SQ FT A PLICANT'S SIGNATURE DATE CITY STAFF USE •NLY - IFF DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN `� SMIP - INVOICE �1 PAIDAMOUNT ^ O 0 AMOUNT U- IO �, IO CASH 0CHECKq CREDITCARD VISA/MC PLAN CHECK FEES PAIDAMOUNT 0CASH 0 CHECK 0 OCREDITCARD VISA/MC OWNER BUILDER VERIFIED OYES 0 NO DL NUMBER NOTARIZED LETTER 0 YES 0 NO City of Menifee Building&Safety Department 29714 Houn Rd. Menifee, CA 92586 951-672-6777 www.cityofinenifee.us Inspection Request Line 951-246-6213 ice. i A -Ulm- RLrn a o O D Z —.� g. Z 7 D 0 T xJ ..11 lr� D E. 1 c 0, c 0 �-•�: a p c •so o (D C D n CD o� °�' m Er Z o m m �� • nt"�� OFFICE COPY UNITED DURALUME PATIO COVER,CARPORT AND COMMERCIAL STRUCTURE ENGINEERING (2012 IBC) PAGES DRAWING SECTION DESCRIPTION Low Wind.Solid Cover Structures 1 PROFESSIONAL ENGINEERING STAMPS AND TRIBUTARY WIDTH DIAGRAM O 1 GENERAL NOTES City of Menifee U Building & Safety Dept. LU LEDGER & TRACK JUL 0 7 2016 U INSPECTION REQUIRM U. FeceivedU. - OfESs10 SOLID COVER COMPONENTS AND CONNECTION DETAILS F BUILDING AND SAFETY DEPARTMENT PU y�aQ�:. Nq �, 2 PAGE STRUCTURAL CONFIGURATIONS O m 9 PAGES' COMPONENTS/CONNECTION DETAILS PLAN APPROVAL a 3 n �' 3 PAGES SOLID COVERS 4.0 PANEL SPANS FOR PATIO, CARPORT AND COMMERCIAL STRUCTURES �, 0-,015 12 PAGES 5:0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WINIRO"ED BY /�U V` CI DAI L DEC 18 2013 C 2PAGES Misc1.DWG 7.0 MISC DETAILS "Approvaloftheseplansshall not beconstruedtobeapermitfororan 1 PAGE Misc2.DWG 7.0 FAN BEAM DETAILS approval of,anyviolation of any provisions of the federal,state or city 1 PAGE Misc3 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 1 PAGE Misc4 7.0 CONCRETE FOOTING OPTIONS regulations and ordinances. This set of approved plans must be kept on the 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 Misc8 7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS December 11,2013 SS10N IV, QUO P PU C 8 3P .6 01J7 sr 1 I 9TF F 1.W JUN 03 2015 SOLID PATIO TYPES ATTACHMENT CHANNEL ATTACHMENT CHANNEL SEE DETAIL SEE DETAIL IF WIDTH IS AT LEAST OF PROJECTION ALUMINUM ALUMINUM AN I THEN DETAIL AN S NOT REQUIRED ROOF PANEL WIDTH MUST BE AT LEAST ROOF PANEL DETAIL AO OR AO MAY BE USED SEE SCHEDULE 100% OF PROJECTION SEE SCHEDULE FOR SPANS WIDTH FOR SPANS WIDTH O.H. OVERHANG VARIES, SEE SCHEDULE O.H. VARIES, SEE SCHEDULE SEE ➢ETAIL FOR SPLICE SEE DETAIL FOR SPLICE 1 1/2' SO. SCROLL POSTS` Ef SCNFD PROJECTION pqsEE S SPACING PROJECTION L 1 1/2' SO. SCROLL POSTS CHfDU(E 3 1/2' SLAB ATTACHMENT OFF DN MAY BE USED WHERE NOT TO EXCEED SINGLE ATE, OSTESP 25i PERMITTED. 24' CONCRETE SLAB REQUIRED SEE SCHEDULE ACIN SEE SCHEDULE FOR CONSTRAINED OTE NO SPLICE AT HI FOOTINGS - L YJ POST AND AT END BAYS. SEE SHEET MISCB • ,v OTE NO SPLICE AT THIS FOOTINGS WHERE REQUIRED POST AND AT END SEE SCHEDULE FOR SEE SCHEDULE FOR CUBED 'J CUBED✓ FOOTING SIZE FOOTING SIZE A1 -ATTACHED- SINGLE- SPAN - 12'MAXHGTFOR B1 ATTACHED MULTISPAN PATIO COVERS ROEESSION 15'MAX HEIGHT FOR FU OTHERS MAX PANEL OVERHANG MAX HEADER MAX PANEL OVERHANG ALUMINUM IS 25%OF PANEL SPAN OVERHANG ALUMINUM IS 25%OF PANEL SPAN ,8 3 /I cr• ROOF PANEL IS 25%OF POST ROOF PANEL SEE SCHEDULE SEE SCHEDULE FOR SPANS SPACING FOR SPANS * 0- 1�5 WIDTH WIDTH MAX HEADER OVERHANG OPTIONALi O.H. P 25%OF POST SPACING CI / \P O.H. VARIES, SEE SCHEDULE P CAl-W DEC 18 2013 SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE PO POST PROJECTION ST sp SO. POSTS, SIZE VARIES SEE S F/EDU f SOS POSTS, SIZE VARIES SEf SCLe PROJECTION SSSONALFN OFF�� PU CONCRETE SLAB CONCRETE SLAB REQUIRED REQUIRED FOR FOR CONSTRAINED / — CONSTRAINED OTE NO SPLICE AT THIS FOOTINGS J DTE NO SPLIC I AT THIS 6 1 SEE SHEET MISCB FOOTINGS POST AND AT END BAYS. POST AND AT EV BAYS. P. /301 0 B I SEE SHEET MISC I ! �- J SEE SCHEDULE FOR CUBED ✓ 4 •,` "I � '+ CIVI / \j\ FOOTING SIZE OF CAL 1276'STEE 125x9'STEEL REBAR OR BOLT REBAR or BOLT C1 FREESTANDING W/CANTILEVER OPTION D1 FREESTANDING MULTISPAN TUN 032015 ICC ESR 2676(2012 IBC)12/11/2013 Page 27 of 74 ENGINEERS STAMP L 3" x 12" "W" PANEL L 2 z (ALUM. ' x 24" TRI-PANEL ALLOY 3004-H34 OR EQUAL) (ALUM.ALLOY 3004-H34 OR EQUAL) ECORATNE PANEL(OPTIONAL) 0.786' -yII-�II 0.018"ALUM 3003-1-114#8 a"LG.S.M.S.@ 12"O.C. 0 75• FASTENER&SCHEDULE I SE CHART4.9or4.10 —1 11° 0.68"-H 0.1• FASTENER&SCHEDULE 2.50" L2.56' 0.25' 0.381 - 0.25• 3.OD' SEECHART4.9or4.10` � I- 24• 1 #8 SMS @ 36-0/0 .O6"J 0.77' F----{-075• ALUM.ALLOY ALONG PANEL LENGTH 12.OD" 3' L 2.25" x 6" FLAT PANEL H 3" x 6" FLAT PANEL (ALUM.ALLOY 3004-H34 OR EQUAL) 11 (ALUM.ALLOY 3004-H34 OR EQUAL) Q oFESSION J71- 000 o PU 1 o n m °7F 0T26' T 0.3Y ( FASTENER&SCHEDULE I 0.28J * .6 0- 15 .k 225• SEE CHART 4.9 or4.10 1 0.375" 3.0' FASTENER&SCHEDULE L SEE CHART 4.9 or 4.10 CALIF I 0 375' �075' 1 �L DEC 182013 L31r or 4" OR 6" INSULATED I—I 0.75" I ROOFING PANEL ICC ESR 1599 ROOF SLOPE SHALL BE 1/4": 12"MIN. .5x0NAL ALUMINUM #14 SMS W/1.5"WASHER SKINS #8 SMS @36"O/C SEE TABLES 4.20 OR 4.21 IT FOR SPACING ALONG HEADER 63 3 - * P.6 01/ 17j SANDWICH SANDWICH 8'TO 6" PANEL PANEL Cl / (MALE END) (FEMALE END) 9TFOFCAU ��\P L / VVV JUN 03 2015 ]CC ESR 2676(2012 IBC)12/11/2013 Page 29 of 74 ENGINEERS STAMP 3" SQ. STEEL BEAM DBL. 2" x 6.5" BEAM 3"8" BEAM ' DBL. 3" x 8" BEAM 3" x 8" BEAM (ASTM A653 GRADE 40) (ALUM.ALLOY 3004-H34 OR EQUAL) (ALUM. `OY 3004=H34QR-EUAL) (ALUM.ALLOY 3004-H34 OR EQUAL) W/ STL. INSERT 13"SO. �2•� �3.0'—1 �3.0• I f'-3.0" I �3•� tow T T 1 T T 0.048' 6.5' 6.5" 6' 8" 0.03 I 6.D• D.D42• I D.042• I D.D42" T 1 T 1 DETAIL L (4)#14 SMS (4)#14 SMS PER SIDE PER SIDE POSTE OR STRONGER POST F OR STRONGER (O AE) (DETAIL AJ) DETAIL O FOe aL PU P O O 6" I-BEAM 8 3 n m (ALUM.ALLOY 6061-T6) 7" I-BEAM 4" I-BEAM (ALUM.ALLOY 6061-T6) CIv6C �\�Q 3" x 8" BEAM (ALUM.ALLOY 6061-T6) CAl-W STEEL INSERT I-4.5•-I � 5.5" i (ASTM A653 GRADE 50) 10 DEC 18 2013 1-2.375•-4 1 T0.5" 0.110-1r-0.70° a.060""" 6.00" 7.00 Q�o�GP NAL F FP .1zs• 4.00• 6 1 7-875" 1 --II--O.ofio• �0.060• =D.80•TYP 1zs —ih— XP 6/30 01 0.059'=16 Gau f �1.OD' --0.070'=14 Gau 1 0.105'=12 Gau 0 8 1 CIVI \\P T OF CALF _ T. 75" .15' --2.875'--I 1 JUN 03 2015 ICC ESR 2676(2012 IB 12/11/2013 Page 30 of 74 FN(;INFFRS STAMP O 10" I-BEAM -1 L02'r DBL. STEEL 3" x 8" C BEAM (ALUM.ALLOY 6061-T6) �?' �- - 5.50" -�I 0.042'X3'Xe"ALUM T DETAIL L 3.0" 5 4' J 0.72'-F--{ .078' 2.�6' STEEL DETAIL T O —315'� DETAIL O 8„ 0.1411 EIGHT#14 SMS FOR EXTRUDED ALUM FASCIA FOOTINGS UP TO d=45' 1011 6063 T6 EIGHT 1/4'BOLTS FOR FOOTINGS UP TO d=42' TWELVE 1/4'BOLTS FOR FOOTINGS UP TO d=48" FOUR"BOLTS FOR FOOTIEIGHT BOLTS UP TO d=43' EIGHT�'BOLTS FOOTINGS UP TO d=51' STEEL POST 1.00"DETAILS AK FOR FOOTINGS UP TO d=46'OR AF FOR LARGER Q�pFE$$10/y 0.17" Uy�oGP� PU �cm 8 3 .k II0/-/ 15 11.25 CIV6L 0.355—7 1.000—{----i - 1.5" CA15 O DEC 18 2013 0 FASCIA 0.078 225 --{ 1.576 I-- 0.625"--1 (--- INSERT INSERT � TONAL 5.563 6.375 0.040" 6.5" �gS O P T F 0.085 RO.078 L.-0.575 0.75"---I 3.000 � T _ 1 1.825 2' 0.25"J C 8 1 FASCIA ,.61 12g 7 r �---4.5102.875 CIV W ( ROLL FORMED ALUM FASCIA 3004 H34 Fo CALw EXTRUDED FASCIA O `W/EXTRUDI_D FULL LENGTH INSERT 6063T6 , 6063T6 � --�� _. __.. . _ -. JuiN 03 zois ICC ESR 2676(2012 IBC)12/11/2013 Page 31 of 74 ENGINEERS STAMP AE 3" SQ. ALUM POST O �G STEEL "T" BRACKET FOR 3" POSTS AF SQ. STEEL POST ASTM A653 GRADE 33 ALUM.ALLOY 3004-H34 ASTM A500 GRADE B 15.5" 3.00"SQ. —f 516 os I1.75' O' 84 0.188"x3"x3' O—E 025'x35x3" 1.5' 1" O 0.375"x3•x3' 0.18E"x4'x4' QI'' /�f� �40. O A�32^ 0.1885c5"x5' 3/8• i/4"J 0.188'x6"x6' 0.70 3/8' 1.0' 0.125' q "3 SQ. ALUM POST WITH � SIDE PLATES ALUM.ALLOY 3004_113 .. ALUM "T" BRACKET i .090" BRACKET FOR 3" POSTS 3•—I �3 2" 4 . I I ALUM.ALLOY 6063-T5 032" #10 SMS OVESS1 QED k9 EA.SIDE 2.40" y�,0 P�;-PU � 1'i = a 2 ss^ 3„ 1.375" � 8 3 � m fl 032" Az 5/8"PLASTIC PLUG '0 ANCHOR BOLT CCALIE4O��\P 1.60" 1 DEC 18 2013 090"TYR 3" SQ. ALUM POST ALUM.ALLOY 3004-H34 3" SQ. STEEL POST ASTM A653 SS GRADE 40 �� �� �� $S\ONAL E�y 0.032 x1.5 x1.5 oF� Pu F 3.00" SQ. AL .024"x 2"x2" POST AJ MAG POST-3" SQ. ALUM POST a� ri a 3004 H34ALUM ALUM.ALLOY6063-T5 81 9 �J1.00� �t.s � 3.00" SQ. � * P 6130 q CIVI TY .040^ALUM o 075" Q FOFCA F .048"STEEL 28" JUN 03 2015 ICC ESR 2676(2012 IBC)12/11/2013 Page 33 of 74 FNGINFFRS STAMP ON DETAIL AM IS NOT EMBEDDED STEEL POST 1 SINGLE SPAN ATTACHED STRUCTURES O I R ONLY USED in 130 mph Exposure B Areas STEEL POST ORNAMENTAL SCROLL STRAP DETAILS AF OR AK OR ALT.SOLID FILLER POST Q'OR 2SO. 9, i/2'Q z 9 ASTM A615 GRADE 60 REBAR 6 O 0.060'6063T6 d 18• IN alum'U•6mcket EIGHT#14 SMS 3, a SCREWS EACH a'. d BRACKET 2.5'min edge distance • 4'CONCRETESLAB a v TZ(OR�i'0 STAINLESS OR GALVANIZED HILTI ER BOLT TZ(ICC ESR 1917)W/2'EMBED AND 1'6 WASHER OR EQUIVALENT POST ON CONC. SLAB OR FOOTING FOR SINGLE SPAN ATTACHED STRUCTURES ONLY MAXIMUM ® 3'SD.POST ALUM. FOUR SMS SCREWS EACH SIDE STD 3"ALUM OR STEEL BRCKT FOR FOOTINGS UP TO FESSIQ gS� SEE DETAILS Al OR AG� d=31"_ �Q(L�PU �. Nq �� 4"CONCRETE SLAB $� r OR FOOTING U Zm (•` s s !� 2Yi'MIN .6 E 61 /20 7 EDGE DISTANCE * / * Il/ 3/8'OR?O STAINLESS OR GALVANIZED HILTI KWIK BOLT Qf R�\P U;q t¢I I TZ(ICC ESR 1917)W/2-EMBED AND 1"6 WASHER OR CA1.1F� rFOFCAlft EQUIVALE IT DEC 18 2013 Jury 03 2015 ICC ESR 2676(2012 IBC)12/11/2013 Page 34 of 74 ENGINEERS STAMP � ROLLFORMED HANGER INSULATED ROOFING PANEL . ALUM.ALLOY 3004-H34 ' AS HANGER (A'( 3"x8" BEAM TO POST CONNECTION Bs 'J ALUM.ALLOY6063-T5 USINF PLATES (SEE DETAIL AH),, 2740"—{ � 3'xp2�ALUM M 9 0.5'MIN W/OR W/O STEEL C INSERT 1[! 60' (DETAILS L OR N) J SEE TABLES 420 OR 421 5• J Uf W SEE TABLE 7.5 FOR Z a #10 SMS FASTENER SCHEDULE— ¢ a F SEE TABLE 7.5 FOR 12'O/C FOR DETAIL .039' 3 g FASTENER SCHEDULE B'O/C FOR DETAIL F a 6'O/C FOR DETAILS TYP O p GAND H os^ -�--1 880" (4)-#14 SDS @ EA. SIDE o g — SIDEPLATE TO HEADER MIN 1"O/C SPACING (4)OR(5)#14 SDS @ EA SIDE FOR 120 MPH EXP B "ON 0.5'MIN 0.5'MIN 24"o/c approx SLAB" MATCH HEADER REQUIREMENTS USE (5)#14 SDS FOR 120 MPH EXP C, 140 MPH EXP B"ON SLAB" OR d=29" FOOTINGS CONTROL LOCK 3"X 3"ALUM. OR STEEL POST ALUMINUM PANEL 3" SQ. STEEL BEAMS ® (ASTM A653 GRADE 40) SEE TABLE 4.9 FOR FOUR#14 SMS PER HEADER ROFESSIO,y DETAILS U,V AND W FASTENERS 3 sa Uy�cIT' PU �cm SEE DETAIL 2 n FOUR#145MSEACHSIDE J $ `� g�ONAL L-I--I MAX FOOTING IS d=30• * 015 S G * O� P T 6 CI CAl1FOe' C 81: 9 To1'MINDEC 18 2013 Ex .6/ 20#14 sms STEEL HEADER / 0.040'X3'X3' ALUM POST DETAILJ STEEL POST r - clvl DETAIL AF OR AK 0 CAL* DETAIL Al JUN 03 2015 ICC ESR 2676(2012 IBC)12/11/2013 Page 35 of 74 FN('INFFRS STAMP Live/Snow Load R_ AFfER MAX DISTANCE TO FIRST ROW OF POSTS"L" PANEL TO EXISTING EAVE)ADDITIONAL OOF COVERING IS A MAXIMUM OF 3 PSF Solid Cover Wind SIZE EAVE OVERHANG iC CONNECTIONEAVIER ROOF COVERING SHALL REQUIRE 24"Q/C 6" 12" 16" 24" 3$" ENGINEERING ANALYSIS 1ppsf 2x4 25'-4 18'-1" 10-6" 6'-2" 3'-2" 115 MPH Exp B 2xfi 25'-4' 25'-4' 25'-4' 20'-10" 14'-10" 2X DF WOOD FASCI 20 GA ASTM A653 GRADE 33 STEEL BRACKET LaWce=120 Exp C 2x8 25-4 25-4' 25'-4' 25-4' 25'-4' FOUR#8 WOOD SCREWS INTO RAFTER AND 10 psf 2x4 - 25'-4' 15'-10" 9'-2" 5-4' 2'-T SEE GENERAL NOTE A8 2X FASCIA — - - 0.019"ALUM OR 0.035" ONE PER RAFTER 180 MPH Erp B 2x6 25'4 20 4' 264 18'-3" 13'-l" VINYL COVER Lat Ce=14D DID C 2x8 25-4' 23-4' 254 254 25-4' #14X2'SCREW , 10 psf 2x4 25-4' 15-1" 8'8" 5'-2" Z4, SEE TABLE7.5 DF#2ORBETTER 115MPH C FOR SPACING 2x6 25'-4' 25'4 25'4" 1T4" 12-4" 2x8 25'-4' 25-4' 264 254 24'-6" AR 20 GAUGE 10 psf 2x4 264 13'-0" T-6" 4'-4" 2'-3" ASTM A653 I MPH 130 HANGER GRADE 33 FACE OF EXIST. E)p C 2%6 264 25-4' 2V-6" ANGLE W/4 WOOD STUD OR 2x8 25'-4' 264 25'4 25'-4' 21'-1" 88 SCREWS BEARING WALL 10 psf 2x4 264 i V-9" 6-9" 4'-0" 2'-1" EXIST,EAVE 140 MPH Exp C 2x6 25'4 264 19'-6" 13'-6" 9'4" PROJECTION OVERHANG 2X8 25'-4' 264 294 25-3" 19-1" SEE PANEL 20 psf 2x4 18'-1' 0'-2" 5-3" 3'-1" V-6" 140 MPH Exp C 2x6 18'-1' 18'-1' 15'-3" 10'-T' T-6" 9 fES31pN - �O ¢t,-PU Cive/Snow Load RAFTER IMAX DISTANCE TO FIRST ROW OF POSTS"L" �y LEDGER TO STRUCTURE Solid Cover Wind SIZE EAVE OVERHANG 8 g 6 CONNECTION 24"O/c181,6" 12" 24° 30" * a is 10 psf 2x4 25'-0' 2V-9" 12'-0" T-1" 3'-8" EXISTING 2x6 25'-0' 25'-0' 25'-0' 2T-10" 17'-1" CI SHEATHING Lattice=130 Exp C 2x8 25-0' 25'-O' 25'-V 264 25'-0' OAtIF�� EXISTING DF WOOD SEAL TOP COMPLETELY 10 psf 2x4 20'-O' 19'-3" 111-6" T-1" 3'-8" DEC 18 2013 FRAMED WALL CONTINUOUS 2'x6"DOUGLAS FIR 2x6 20'-0' 20'-0' 20'-0' 20'-0' 16'-7" LEDGER OR PROVIDE SIMPSON Lattce=140 Exp C 2x8 20'-0' 20'-Y 20'-0' 20'-0' 20'-0' STRONG TIE MSTA36(ICC ESR 2105) AT SPLICE LOCATION 20 psf 2x4 iw-0' 11'-10" 6'-10" 4'4' 2'-l" COVER W/0.019"ALUMINUM 2X6 18'-0' 18'-0' 18LY 13'-9" 9'-10" SS\ONAL 1/4"LAG SCREW 2x8 18'-0' 18'-0' 18'-0' 18'-0' 1W-0' m }`t SEE TABLE 7.7 FOR MAX 25psf 2x4 1$'-0' 11'-3" 6'-6" 3'-9" 1'-10" e P s RAFTER SPANS 2x6 18'-0' 1$'-0' 18'-0' 13'-0" 9-2" 68 3 �I SEE GENERAL NOTE#8 -- - - - - 2x8 18'-0' 18'-1Y 18'-0' 18'-0' 18'-0' P. ,0/�17t7f� 30 psf 2x4 16'-0' 9-2" 5'-1" 2'-9" 0'-0" r EXISTINGI'STUCCO 2x6 16'-0' 16'-0' 15'41' 10'41 T-Z' CIt OR EQUAL 2x8 16'-0' 16'-0' 16'-0' 16'-0' 14'-9" is, FCAU O� 225"EMBED INTO WOOD FRAMING WITH MIN SG=0.5 JUN 03 2015 ICC ESR 2676(2012 IBC)12/11/2013 Page 37 of 74 ENGINEERS STAMP 4L 10 L4 36ed ELOZ/L L(LL(081 ZLOZ)9L9Z HS3 p01 sioz fo rani 86 030 9Z 92 9Z O .S'9 K EZ 9Z 9L R 9E O •0'9 K fL ZZ R 0 A.b .tr4 S'B It 9Z It K 0 .9'14 LZ LZ 6 LZ O .t-1 fL fZ EZ EZ 0 •P•4 S-S E4 q yg - R 92 Be R 0 .t Y.9 9Z EL R R O 2'.9 .C-.1 e R EZ R EZ 0 .B'.Y LL R ¢ R O S1 R fL a R 0 P.9 S-S El '1 f'�l� LZ BE 9E R a R1 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