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PMT16-02284 City of Menifee Permit No.: PMTi 6-®22C4 29714 HAUN RD. �ACCEOI MENIFEE, CA 92586 Type: Residential Addition MENIFEE Date Issued: 07/15/2016 PE R M IT Site Address: 25819 WILDERNESS WAY, MENIFEE, CA Parcel Number. 358-522-046 92584 Construction Cost: $8,740.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL 640 SQ FT COMBO LATTICE/SOLID ALUMAWOOD PATIO COVER W/3 FANS, 2 LIGHT Work: STRIPS Owner Contractor FRED&SADIE MATA ATLAS AWNING AND SCREEN INC 25819 WILDERNESS WAY 754 SOUTH WILLIAMS ROAD MENIFEE,CA 92584 PALM SPRINGS, CA 92264 Applicant Phone:7603278466 MARK STEVENS License Number:835140 ATLAS AWNING AND SCREEN INC 754 SOUTH WILLIAMS ROAD PALM SPRINGS, CA 92264 Fee Description gtv Amount 1$1 Receptacle, Switch, Outlet& Fixture 5 136,00 Building Permit Issuance 1 27.00 Deck/Patio, non-standard 1 133.00 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 2.00 General Plan Maintenance Fee-Building 1 6.65 General Plan Maintenance Fee-Electrical 1 6.80 $312A6 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 ❑I am exempt from licensure under the Contractor's State License Law for Professions Code and my license is in full force and effect the following reason: License Class C ff y Lice se No. 03,i/ O fG�--- �/ By my signature below I acknowledge that,except for my personal residence Expires ;Signature /Fldr -c in which l must have resided for at least one year prior to completion of d/ improvements covered by this permit.I cannot legally sell a structure that I WORKER'S COMPENSATION DECLARATI N have built as an owner-builder if it has not been constructed in its entirety by o 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 worker's 7044 of the Business and Professions Code,Is available upon request when compensation,issued bythe 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 www.leginfo.ca.gov/calaw.htmi. this permit is issued. Policy# Date PROPERTY OWNER OR AUTHORIZED AGENT ,�qI have and will maintain workers compensation insurance,as required by section 3700 of the Labor Code,for the performance of the work for which ❑By my signature below I certify to each of the following:I am the property this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.1 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 r=( /T Ly" IQ 09�'^) a/' building cons[ructlon.l authorize representatives of this city or county to Policy iF�f.JC t-+x=/�di� 7 Expires �!'( �� entert have identified property for inspection purposes. (This section need not to be completed is the permit is for one-hundred I Ir Date�'/s/� dollars($100)or less PR ER WNER ORA RIZED AGENT o Icertify that in the performance of the work for which this permit is issued, n� /� 1 shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# Q 7 9 6 o6 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 f thwith comply with those provisions. Will the applicant or future building occupant handle hazardous material or a mixture containing a hazardous material equal to or greater that the Applicant Date amounts speofied on the Hazardous Materials Information Guide? WARNING:1AILURE TO SECURE WORKER'S COMPENSATION COVERAGE 15 o Yes 940 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 for guidelineJ� CONSTRUCTION LENDING AGENCY oyes 1 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 bound of school? (Section 3097 Civil Code) ❑Yes o OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD 1 hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of California H Ith&Safety Code,Sec' 0]SSOSand 25534 concerning Contractors License Law for the reason(s)indicated below by the haza dou El+y orting. checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 n/ ` Business and Professions Code).Any city or county that requires a permit to Ij Date 7 h,F hf, construct,alter,improve,demolish or repair any structure,prior to Its TROPE OWNER OR AUTHORIZED AGENT 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 IRRP) 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 mostwork that disturbs paint in a pre-1978 and the basis forthe alleged exemption.Any violation of Section 7031.5 by residence or childcare facilityto be RRP-certified firms and comply with an Applicant for a permitsuhjects 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 o I,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.gov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 70",Business and Professions 1-800.424-LEAD(5323). Code,The Contractors State License Law does not apply to an owner of a o 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 not built or improved for the purpose of sale. o No EPA Lead-Safe Certified Firm is required for this project because: o I,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. Menifee DATE PERMIT/PLAN CHECK NUMBER I I�- 09c, TYPE: " COMMERCIAL V, <ESIDENTIAL O MULTI-FAMILY C MOBILE HOME " POOL/SPA O SIGN SUBTYPE: ^ADDITION 0 ALTERATION O DEMOLITION C? ELECTRICAL O MECHANICAL " NEW O PLUMBING O RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK PROJECTADDRESS ASSESSOR'S PARCEL NUMBER -JDOr S��O LI VLOT TRACT O OWNER NAME ADDRESS GtJ/ PHONE /� �3e7. 5S,Fi�.S EMAIL APPLICANT NAME P / ,r— ADDRESS O /= PHONE 742 h 46Q(�' EMAIL CONTRACTOR'S NAME P,q '�-� �� G OWNER BUILDER? "YES .1�16 Cory BUSINESS NAME T C ADDRESS PHONE 'JtiQ �,'j,a, 2 - .g4V6.,< EMAIL , CONTRACTOR'S S E LIC NUMBER S 3SI4 LICENSE CLASSIFICATION VALUATION$ / SO FT 6Y0 fr, L SO FT J APPLICANT'S SIGNATURE DATE e DEPARTMENT DISTRIBUTION CITYOjyE4FEW }�f(�LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN 1 SMIP ✓�O[ "� INVOICE 1'] ,{}'y PAID AMOUNT `� AMOUNT ✓ pt. •'' CASH 01CHECK# OCREDITCARD VISA/MC PLAN CHECK FEES PAID AMOUNT OCASH C%CHECK# CREDITCARD VISA/MC OWNER BUILDER VERIFIED OYES NO DL NUMBER NOTARIZED LETTER C% YES O 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 Audie Murphy Ranch Community Association July 12,2016 01 s Fe1/Dept. Bu11d'in9 & Frederick Mate 1 5 2p16 25819 Wildemess Way �UL Menifee, CA 92584 ive RE: ARCHITECTURAL APPROVAL: - -25819 Wil"darness Way - - _ ----- --- . . .- - - Account#00182-2960 D@r Frederick Mata: The Architectural Committee for the Audie Murphy Ranch Community Association has approved your plans for Home Addition/Alteration-Patio cover with the following stipulations: Per the attached review from the HOA Architect. At this time you may proceed with your project. Please be reminded that the approval is based on conformance to the Audie Murphy Ranch Community Association CC&Rs and the Architectural Guidelines only. This approval does not release you from obtaining other necessary approval and/or permits if applicable. Please remember that improvements must conform to the approved plan and Architectural Committee approval will expire six(6)months from the date of this letter. Thank you for adhering to the submittal requirements for the Audie Murphy Ranch Community Association.Your cooperation is appreciated. Sincerely, FOR THE ARCHITECTURAL COMMITTEE Edward Leos edward.leos@associa.us At The Direction Of Audie Murphy Ranch Community Association Board of Directors 11860 Pierce Street;Suite 100,Riverside,CA 92505 P:951.359.2840 Fax 951.351.2773 www.pemintemet.com i'_rit NIFEE G AND SAFETY EDGER & TRAICA ECTIGN REQ IRE City of M nitee I 3uiidiny & Sa ety Dept. o' JUL 15 2016 96 gat of:base pla s shall not be cor R e C e e d a wal ut,any violati n of any provisio r.;;eiations and ordinabces. This set of a job site until completiop. I I€I 136 �jLuwa�3w000J S�t.i® �—fit � o I 9aum,9t w0 it TG Horw n f 3 � V af�i9 �r`�a � ryr 4,01 I 9 - a —. 2 / , ( � mPReET Iwo, § f ( DATE ktobe.OMM for,r_ ( !the federal,state o# . � _awns must be kept on the > � � � I I � $ � � ! | I | I . � | � � - \ �3 � w Amerimax Exterior Home Products AlumawoodTM Patio Cover,Carport and Commercial Structure Enpineerinsl 2012 IBC PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2012 GENERAL NOTES GN02-2012 LEDGER & TRACK 2 PAGES SC01-2012 SOLID PANEL STRUCTURAL CONFIGURATIONS INSPECTION REQUIRED SCO2-2012 ALUMAWOOD STRUCTURAL CONFIGURATIONS 4 PAGES LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURE: 4 PAGES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS 4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS C'tMenifee 4 PAGES LT01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES Building&f Safety Dept. LT02-2012 LT03-2012 JUL 15 LT04-2012 2016 2PAGES SOLID COVER4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURE: Received 10 PAGES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND ARE 10 PAGES SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AR S 4 PAGES NPo1-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS pFESSf6 NP02-2012 QR NP03-2012 g1 NAL f 4� fd:PU NP04-2012 CITY ' nO+F�(M�E�NII�FryE$E Q�ocpE� PUTN� F�� ,$h �? �� _ 9PAGES CDOt-2012 COMPONENT PARTS AND 606JNECTIDNISET Q AFETY DEPARTMENT g; m CD0 -2012 * 1' cD0 3-2012 PLAN APPROVAL '* . elsonot �I CD04-2012 CAL1F�a CD05-2012 `S'Tq IVIL coo-2012 REVIEWED B DATE ?a cA�1F, OCT 02 2013 9 CD08-2012 y� CD09-2012 10 PAGES Miscla-2012 MISCELLANEOUS DETAILS `Approval of these plans shall not he construed to he a permit for,or an September 29,2013 Misclb-2012 MISCELLANEOUS DETAILS approval of,anyviolation of a ;provisions of the federal,state or rity Misc2-2012 FAN BEAM DETAILS Ere�gulations and ordinances. This set of approved plans must be kept oMiso3-2012 7.0 POST AND n the Misc4-2012 7.0 FOOTING ANFASTENER SLAB ATRTX�€41�1�t'� E ALL STRUCTURES Misc5a-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Misc5b-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Misc6-2012 7.0 FORCES ON EXISTING STRUCTURES Misc7-2012 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS Misc8-2012 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS GENERAL NOTES: 20. All structures must comply with one of the following: (CONTINUED FROM SHEET N0.1) a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design Category(SDC)A-D up to the maximum Ss noted in General Note#3. 11.STEEL FASTENERS SHALL BE EITHER STAINLESS(3000 SERIES),GALVANIZED OR DOUBLE b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED,MECHANICALLY Exception#1 do not require additional seismic analysis. GALVANIZED,ZINC ELECTROPLATED,ALUMINIZED OR 300 SERIES STAINLESS STEEL CONCRETE C. Structures not complying with(a)or(b)require additional engineering seismic analysis. ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSI/ASME STANDARD B18.6.1 AHD AND AF&PA NDS-0511.1.4. ALL LAG SCREWS MUST COMPLY 21. DRIFTING SNOW IS ADDRESSED 1N DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS REPORT. WITH ANSI/ASME B18.2.1 AND AF&PA NDS-0511.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/ DIMENSIONS IN ACCORDANCE WITH ASME B18.22.1,TYPE A. ALL STEEL NUTS TO BE.ASTM A563. 22 ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL THE MINIMUM WASHER DIAMETER SHALL BE 1"FOR BOLTED CONNECTIONS. SCREWS AND BOLTS SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 23. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC SECTION 1403.2(WALLS)AND/OR 1503(ROOFS),WHICHEVER IS MORE APPROPRIATE. 13.HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN 24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER(PROJECTION OR WIDTH)SHALL BE THE FIRST INTERIOR POST.(EXCEPT FOR FULL STRENGTH SPLICES)FULL STRENGTH SPLICES LESS THAN 30' (DETAILS U,AND X)MAY BE LOCATED ANYWHERE. 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO]CC-ESR 1730,2196 OR GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2012AND LT01-2012 THRU LT03-2012.) EQUIVALENT AND USE HEADS W/DIAMETERS EQUAL TO #8=76",#10=e",#12= '"AND#14= "OR 1. SEE GENERAL NOTE#3 FOR LIVE AND SNOW LOADS. STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE#11 15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING 2• NOTE INTENTIONALLY LEFT BLANK. ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE AIL L29 MUST COMPLY 16.ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION WITH TABLE L1 AND L2 ON SHEET M5. #2 IN IBC SECTION 1505.2. r 17.STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. 18.WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS(OTHER THAN STAINLESS,ALUMINIZED OR GALVANIZED STEEL)OR ABSORBENT BUILDING MATERIALS,LIKELY SslO FNG� TO BE CONTINUOUSLY OR INTERMITTENTLY WET,THE FAYING SURFACES SHALL BE PAINTED OR e0 PRL U7y b C. OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I-A C SECTION 6.7. C 8139 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK,THE MAXIMUM 6/301201 DEAD LOAD+LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB.THE MAXIMUM CONNECTION tp CIVIL UPLIFT LOAD IS 1162 LBS FOR 115 MPH EXP C WIND SPEED.CONNECTIONS ARE FOR MAXIMUM �Of5SSIO' FCA',* U 02 2015 PATIO ROOF HEIGHTS OF 12 FT FROM GRADE.THE EXISTING DECK STRUCTURE MUST BE k PU ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS.THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING m er�max 28921 US Hwy 74 AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13,N12 ORAL. CONSTRUCTION OUTSIDE : 8 3 OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. * * EXTERIOR HOME PRODUCTS RomDland,CA 92685 CAL1F� t.CMP NONE to+aRiePa GENERAL NOTES ICC ESR1398(20121BC)912 912 01 3 Page 3 of 66 OCT 02 2013 R ENGINEERS STAMP ro. 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RAFTER SPAN 3'XS' STEEL C -A MULTISPAN FREESTANDING CLEAR LEA RSPAN SPARS DOUBLE ALUM HEADER "py IARCE STRUCTURE - DOUBLE STEEL C BEAM 'z6.825', 3'x8' OR 3's3' ALUM. RAPIERS V� LATTICE OVERHANG 36' MAX RRAAFFTTERM 24' MAX FOR 30 PSF SNOW LOAD OR HIGHER OVERHANG IS OF �v CLEARSPAN LATTICE OVERHANG 36' MAX 24' MAX FOR 30 FSFNOW LOAD OR POST n HIGHER OF CLEAR SPAN 1 3'x 8's 12 or 16 GA, .STEEL. 'C' BEAM ry• ' I FOR BEAN WRAP DETAIL, ?q* J,,,yy� �,�,.�F�C "W S. DETAIL 'LIB'. 5 tiE� "g`'+' pk.ze ATTACHMENT TO MIN 4' MIN 3.5' CONCRETE SLAB REOT—.IaF� FLl�'C*4ky'T CNCRETE SLAB W/0 FOOTINGS W/ C13NSTRAINf71 FOOTINGS n? MAY BE USED WHERE PERMITTED SEE SCHEDULE FOR SIZEZ�F SEE SCHEDULE DETAIL L29 ONLY I W MIN 3S' CONCRETE SLAB I �' I `y •d• REO'D W/ CONSTRAINED dI FOOTINGS SEE S�¢OULES• I \ '.I"l!f%I LENGT'I 1x OF PROJECSION FASCIA l� MIN, LENGw � 2'x6,625', 3'x8• OR I4 ' SINGLE SPAN ATTACHED 3'x3' ALUM RAFTERS LATTICE STR CT R ?i°Q0 hp� M vER PANEL LATTICE: �AILSS ER k I � T 26 R !E w SEE DETAIL L3 3 d �" 0 015 PROVIDE 1 1/ MIN 3.5' CONCRETE SLAB DRAIN MIN 3S' CONCRETE SLAB REB'D W/ CONSTRAINED 1Yp F. 0 5T ENG/ .d RED'D W/ CONSTRAINED FOOTINGS O P JAI. SEE SCHmuLE FOR _-I FOOTINGS Qf'• Q` FOOTING SIZE I j I MULTISPAN UNITS SINGLE SPAN FRE TANDING �Q PLACE 3/8' OX 9' C 139 REFER TO GENERAL amr SPAN ATIAUG CANTILE 9iT STRUM LATTCE STRUCTURE '''� \, NOTE 22. 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O 17 22 2] 24 LIVE as 19'-5' A 1TS' A 19 a 24 26 19.r B 21 a N 26 1T% A 20 23 25 0 15 6'-10- A BU' B t6 21 22 21 12.5- 0 16 23 N N 1P3' D 17 21 23 24 4 IT-0' A 12-0- A 19 23 24 25 16'J- B 21 25 26 II 10'H' A 21 2] 24 N 4 6'-0' A 7'.T 6 Is 20 23 9 11W D 16 Z2 24 25 104' D 16 21 22 N 43 15'-T A 11'-10• A 19 II 24 25 1TJ- B 23 N 2a Zr 15.5' B 31 23 N 25 4.5 VW A T% 6 16 N N N 1M. D 19 w 23 a WW D 16 21 4 23 5 tY•T A 11'-2- A N E N 25 1F�' B II N 25 a 14'-7' B 11 32 24 N 5 C-10' A firs B 16 N 21 22 1P-1- E 19 II N N ". D 16 N 22 N 5.5 17i A 18-7' A 20 22 R3 24 15'S B N N 25 N 1R10' B N 22 N 26 5.5 14' A 6'•1. c 17 N 21 22 9-T E 19 21 9 24 8'i' D 19 N 22 a 5 114- A 1a-1- A N 22 N 24 1411, B N N 25 N 13'4' B 22 22 Z3 25 6 4'% A 5'% L 17 19 21 22 T.I. 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A 4'•r D 17 19 20 N TJ' E N 2D II a S-Y E N N 21 22 9 T-0- A T-ID' B N 21 23 A 1T-ID' D N N 34 N 10-0' C N 24 N N 9 Z% A 4'J- O 17 19 N 22 T-0' E 20 N 21 a 6S E 20 2a 20 E 93 7'-Y A T-r a 21 21 a a 11--6' D N N 25 25 1FJ' C 21 24 24 N 95 IS A 4'-1- D 1] 19 21 II 6% E 21 11 R1 a SS E N N 21 Yl 10 F-V A r . 6 22 Z2 23 a 11.2- 0 25 N 23 25 1D-1' C 24 N N 24 115MPHElIPWLHIEC vImmpflE SUFIEII 11 6'-r A F-11' B a a a 23 IV-7- D 25 25 25 25 9•T 0 24 N N N w 3 C4- A W.I. B 17 23 2$ N 1YS D 20 25 27 N IZ4. C 19 a 25 26 12 S-0- A 6'-0- B II a a a 1V•1' D 25 N 25 N 9-1. D 25 25 N 25 33 6'-1P A 9V- B 19 9 24 26 123- D 20 25 26 29 11'-Y D N 23 25 26 13 $'S A 6-Z B 22 T1 Y2 23 9-T I D 1 28 1 N 1 N 1Z6 9•% D 11 N 25 25 4 EA' A T-T B 16 22 N 25 11'S D 21 24 N 37 10'X D N N 24 26 115WHWOSUREC n130NPHEWOMME13 43 F-0' A T% B 19 II a 25 19-9 D 21 24 25 27 T% 0 N a 24 23 10 3 2ZY A I4'-10' A N 26 27 29 N'-t- A 23 N N 31 19'-10• A 23 26 27 N 5 1-ID' A FS B 19 II 23 24 10-1. 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Or M ALLOY GROUND SNOW LOADS OR 140 m 0,040' CIVIL \P MPH WIND AREAS m� JUN 02 2015 �� FCAL% 1/2 FOR 2 x P*1815 3/4'RM 3 X WTERS (6063-75 NA1L ALM'P=OAMI ©RAFTER HANGER _ i•t #8 SCREWS 'g H SCREWS}'LON ERT TTICE HEIGHT Lt HEADER ©RAFTER 64 SIDEPLATES L4 POST/RAFTER/lATT10E TUBE s LATTICE TO (3004-H34 ALUM. ALLOY) ALUM. ALLOY) O(3004-H34 ALUM. ALLOY) RAFTER CONN, 1/4• BOLTS ASTM A307 SEE BELOW FOR QUANTITY "DETAIL FOUR #8 SMS RAFTER TO R% LATTICEDOUBLE OR SINGLE HEADER CONTINUOUS 2W OR 2XB' 3'XS' STEEL C LUM. RAFTERBEAM. BOLT LAYOUT 1 17 8' CONNECTION DOUGLAS FIR LEDGER OR BRACKETS PROVIDE SIMPSON STRONG Fj NON-SPLICFOR ED AND X 'r 6063TG TIE MSTA36(ICC ESR 2105)AT ATTACHMENT 'r ALUM ALLOY SPLICE LOCATION SEE TABLE t=0.060' COVER W10.019"ALUMINUM 3�0 21 4' 1'I BELOW O 'L�R 0.72I-1.56—{0..72 1/4' LAG SCREW OR J 0193 I1WXKtT USED VV X 6 1/2'RAFTERS BRACKET USED W/ 3'W@ #14 SCREW W/ P.5• I HReQd ------------------- AND 3'x3' RAFTERS EMBED INTO WOOD 0.72 STEEL Beam #of Alx ade THb Wddi STUD SEE TABLE Type 14 I Wind No.of 78 Screws 7.5 COLUMN ANC4 2 SpE POST Speed t(in) Fader 2 3 4 5 FOR QUANTITY I 7� 3.OD AU C Beams"On Slab' I 4 DOUBLE AINI. I 0,93 1.56 16G Sleet 3x8 776 mph 0.04a Double 2x6 11' 15 DOSRNO RIF1Elt --""II D.28 I 4 HEADERS USE �� ExP C 0.042 Double 6' 5 12' 75' SIRUCIUPE 12G Steel 3%8 I 0 ONE BRACKET RAFTER D.37 0.040 Double 3x6 9' 13, PER HEADER HARDER 0.72 Double 12G Steel 3X8 I 6 140 C 0.042 �uDb 2x6 5 73' 15 2-41EACH SDE 1 fOETAIL L7) I I 'p' &pC 0.042 Double 5 T 5 77 L10 TERNATE RAFTER TO WALL CONN. —I F 0.042 Double axe 9' 74' IS a145crews t = U40' ALUM o a = OA40• ALUM 170 mph 0.040 Daut4e 2x6 8' 72' 15' = OA41' STEEL ExPC 0.042 0,042•x3•x8' 4' S 8' 11' STUD 2.5' SIX V4' LAG SCREWS OR •Br 0.042 CaUbb 3x8 8' 13' 15' #14 SCREWS V/ 25' Or Ll t 3' ALTERNATE POST PENETRATION INTO WALL o 140 mph 16G mn 8•SteelC 7S. STUD V/ MIN SG = 05 (3105 H25 ALUM. ALLOY OR 'X6�622SR' FxpC 16G rtin OWbb Sleet 16' 770 mph 16G Mn 8'SIeNC it• t5' A-653 Fy=40 KSI STEEL) 42'X3'XB' Doc 16Gnin DaUbleSteelC 15' - oA41'x3'x3' 1' MIN 3' X a• ALUM TEEL POST RAFTER BRACKET FOUR #14 SMS 7 s 3.METAL PAST DETAIL L7 L12 EACH SIDE DETAIL L25 SEE GENERAL NOTE #19 AND o �y0FE 10 . oGn oil un LATTICE NOTE #3 UNITS MUST COMPY WITH L13 TABLES Ll AND L2 ON SHEET 3• X a' ALUM WADER VP- G' 00, TWO vB•xs'Do TABLES 'I F12R SEE SHEET MTNIN OR MISCSb 0 O LAG S�V V/1.0.Ob7i MS p T F"OR MOMENT CONNFLTDTN SPECS OX EACM SIDE OF MT. POST ALTERNATIVE FOR MAX WIND SPEED L75 SLAB ATTACATTACHMENTONLY .� 8. . _ [S 115 mph merimax U AS FIR EXPOSURE C * ! * 28921 US Hwy 74 #14 SHEET METAL SCREW x;I E X T ERIC R H 0 M E P R a DU c T S Romoland,CA 92585 ATTACHED STRUCTURE POST SEE GENERAL `- CAL,FpEL_ TO DECK FLOOR JOIST NOTE #23 MAXIMUM WIND CONDITION IS BEJ/CP 170 MPH EXPOSURE C OCT 02 2073 am onent arts df ConnectionDetails NTS For �atio & Commercial Lattice Structures ]CC ESR1398(20121BC)912 912 01 3 Page 18 of 66 Engineers Stamp R.W. 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ANCHOR (ICC ESR 1917) W/ 2• EMBED I� AND 1'0 WASHER OR EQUIVALENT 3'x8' HEADER CONNECTION ' 2'X6' SIDEPLATES SEE T. SEE NOTE FOR DIMENSIONS NOTE FOR THICKNESS 3"X 3" 2"X 6.625" 'A' AND 'B' I REQUIREMENTS 6 5/B' SEE30. 3• 6 5/S• L25 ? ., ,y9 POST ISIDEPLATES L26 DEFA ALUM. FOOTING TUN 0 201 ALUMINUM BRACKET FOR CONNECTING I BRACKET FOUR- 114 S POST TO FOOTING OR 4' SLAB EACH SIDE, SP E G 3' (6063-T6 ALUM ALLOY) *Z-7 PU SINGLE SPAN ATTACHED UNITS ONLY • REQUIRES SIDEPLATES AS SHOWN IN - 81 9 DETAIL L26 SLAB OR FOOTNG NOTEI SEE SHEET MISC5a I. 3"x3" ALUMINUM RAFTER OR MISC5b FOR SPECS ON 3• SQUARE COLUMN O ALTERNATE 1.5" MOMENT CONNECTION ',t O72(;004-H34 C3004-H34 ALUM ALLOY> 3'X3' AFTER TWO #10 OR #14 SMS WITH SIDEPLATES tP C1 L24x 6.5' SIDEPLATES gTTACHMENT IATTICE HEADER MAXIMUM FOOTING FOR THIS ALUM. ALLOY) DETAIL IS d=26 Lattice or Live MAX"L"FOR TOP SEE SHEET LA FOR TOP MOUN7 BRACKET SEE SHE MB SOUd Panels Load Wind Speed ORSIDEMOUM STEEL POST 0.042'x3'z6' HEADER FOR CONSTRAINED Alun. Bracket 0.21' STEEL % = 33 kai (psB and Exposure 16"o/e 24"o/e 3/8' x 9' STEEL FOOTINGS (t = 0.06 B. BRACKET IS 1094' WIDE 10 130 mph Exp B zr-s• Is-1o•' REBAR EMBEDDED AT D C V� DETAIL L9 140 mph Exp B 2T-T' IC-I^ 'B' DEPTH `' 115 mph Exp C ZT-9•• 15'-10" Lattice or 6" MIN Alan. Bracket B SMS ALUM L ` S.� ��Ww ry 130 mptl ExP C 16'-tp•' txa• d < 33' B = 9' v � � j B Solid Panels tp-0607 W RAFTER pMg,a•„ 140 mph Exp C ICJ^ 10'-1C• d < 38' B = 12' v' p P T� /tx11•..w. 20 140 mph Ecp C 1rs• a'a" d < 46' B = IS' A. #5 SMS I 1v)0tc NOT ALLOWED IN SNOW LOAD AREAS d ( 51' B = 24' V C o d 3' x fr Header B2 <0.0427 L ax SEE GENERAL NOTE #9 FOR v 3' x 6• Header w1 I I CORROSION PROTECTION 3" G t0A427 ATTACH PER 2' x 6' Side Plnte TABLE 7.5 POUR 1114 SMS EACH SIDE 2" MIN e14 SMS i' MEN GAP BETWEEN OUSTING EAVE � d EACH HEADER I LEDGER AND ROOF FOR 3• x 8' Header DRAINAGE WOOD FRAMING CONCRETE fLmINO ALUM 3'x3• POST ALL HOUSE PENETRATIONS RAFTER _ OEESSi0 L29 d 3'X3• POST MUST BE COMPLETELY AND 14X1.5' SCREWS ., N 2x6.5- SIDEPLATE PERMANENTLY SEALED 6 PlACfS 0 . 4)U `V FREESTANDING OR ATTACHED NNE CONNECTION DETAIL 0.125'x1.5'x1.5' STEEL �� 44 $ COLUMN TO FOOTING CONNECTION DETAIL (Fy=33 KSQ 'L" BRACKET 8 n rtt 2' SPACING -! BETWEEN SCREWS IDE MD N ET Amerimax L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS EA $ATTACHMENT /;• * C i,�P* EXTERIOR HOME PRODUCTS Rom2olandc 92585 MAXIMUM F0❑TING SIZE IS d=26 SAVE OVERHANG AND o�. W. . 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LIVE 0.024 15'-6" 14'-9" 13'-3' 12'-8" LIVE 0.024 14'-0" 73'S" 12'-4" 12'-0" LIVE 0.024 12'-2" 11'-9" 10'-10- 10'S" 1-1 0.024 IZA11" 12'-7" 11'.11" 11'-11' il• 0.032 17'-0" 16'-6" 15'-8" 15'-7" 0.032 16'S" 15'•9" 14'S" 14'S" 0.032 13'4" 12'-11" 12,-3" 12'-3" 0.032 14'-2" IT-9" IVA" IT-l' ' 1 kPJpyTL \P 1 o.036 1T3" 1T•2" 1"" 1613" 0.036 17'-T' 16'-1D' 15'S" 151S" 0.036 13'-10" IV-61 12'-9" 72'-9" 0.035 14'•S" 14'4" 13'-7" IV-T Lyn - 20 0.018 10'S" 9'4" 8'-11" 6-3" 20 0.018 8'-3" T-10" 7'-1" 6'-9" 20 0.018 7'-1' 6'-10" 6'S" e'S" 20 0.018 V.6" 8'-3" 7'-10" TS" '(434)I� 1' C,l1F. LIVE 0.024 12'-g" 12'4' 1Y-0" ll'-e" LIVE 0.024 1T-6" 1117' 10'-10" 1D'S" LIVE 0.024 9'-3" V-0" 8'-T' 814" LIVE 0.024 1V-3" 10'-10" 10'-7" 9'4" ear (r a oritca t at 0.032 14-11" 14'3" 14'4" 14'•1" 0.032 13'•fi" 13'-1" IT-9" 1Y4" 0.032 11.8" 11'S" Ills N'-0" 0.032 12'-6" 12'-3" 10-0" 11'4" \ : OCT 02 2013 0.036 15'S° 183" 14'-11" 14'$" 0.036 14'•6" 14'-0" 13'-7" IT-21" 0.036 12'-2" 11'-11" 11'•B" 11'•5" 0.036 1Y-11" 12'-8° 72'-5" 12'-3" MA OW RIBU RY OTH ANO#10 SCREWS 25 0.018 10'-6" 9'4' 8'-11" 8-w 25 0.016 B'-W T-10" T-l" V-9" 25 0.018 7'•1" V-10" V-W V-5- 25 0.018 V-V' V3" T-10" 7'3" NEUHEADERCOMBINAT Table 4.9 0.024 12'-9" 12'4" 11'S" Ills" 0.024 1l'-2" 11'7' 10'-8" 10'-6" 0.024 9'-3 91-0" V-7" 814" 0.024 18.10" 10'-10" V-V' 9'4" Panel#cf#l0 screws PER FOOTto attach panel to header 0.032 l4'-11" 14'-8" 14'-7" W-l" 0.032 IVA" 13-l" 12'-4" IV-4" 0.032 11'•5" 11'-5" 17'-0" 11'-e' 0.032 12'-3" 17-3" 11'-9" IT-S" Headers Gauge1 1 2 1 3 2 3 4 2 3 4 1 6 0.036 15'S" IV-3" 14'3" 14'-8" 0.036 W-0" 14'-0" 13'3" IT-3" 0.036 11'-11" 11'-17" ti'-5" 111-5" 0.036 1Z-8" 1YS" 1Y-31, 12'-3" (in) 115 m h Exp B 115 mph Exp C 140 mph Ex C 30 0.018 9'-1" 8'-11' 8'-0" V-3" 30 0.018 TS" T-1" 8'S" 6'3" 30 0.018 V-8" 6'S" V-7 6'-t" 30 0,018 8'•0" T-10" T-6" T4" Dble 2x6.625 0.018 3' 6' V 4' 7' 9' 3' 4' 6' MAX 0.024 Ills" 11=8" 11'•1" 11'-1" 0.024 10'S" 10'S" 914" 9'-7 0.024 8'-9" 8'•7" 8'-2" 8'-0' 0.024 9'-9" 9'S" V-1" 8'-11" RFFeecia 0.018 V 8' MAX 4' MAX MAX 3' MAX MAX MAX 0.032 14'-1" 14'•l" 13'-7" 13'-7" 0.032 12'4" 12'4" Il'-9" 1V-9" 0,032 1l'-0" IV-ly 10'-W 10'S" 0.032 11'-9" 11'-9' 11'4" 11'4" 3x8 0.018 V 8' 9' N 7' 9' 3' 4' 6' MAX 0.036 14'S" 14'S" 14'-2" 14'-Y' 0.038 13'•3" 13'-3" 12'-T' 12'-7" 0.036 11'-W Ills" 77'-1" Il'-1" 0.036 12'-3" 1Y3" 17'-10" 11'-10" All Others 0.018 V V 9' 4' 7' 9' 3' 4' 6' MAX 40 0.018 8'4" e'-2" 7'-10" T-9' 40 0.018 6'-3" 6-W 5'S" 5'4" 40 0.018 V-1" 6'4T 5'-9" 5'3" 40 0.018 7'4' T-2" 6'-11" 6'-10" Dble 2x6.626 0.024 4' 8' 12' 6' 9' 12' 4' 6' 8' 0.024 10'-7" 10'7" 9'S" 9'4, 0.024 9'-2" V-11" 8-7" e'S" 0.024 8'•0" T-10" T-7" T-5' 0.024 6'-i 1" V-9" "" 8'-3" RF Fascia 0.024 4' MAX MAX 6' MAX 4' MAX MAX MAX 0.032 13'-0" 13'-0" 12'S" 12'-5" 0.032 47'3" 11'-3" 10'-9" 1('-8" 0.032 9'-11" T-8" 9'A" V-2" 0.032 1T-0" ll-V' 18.9" 111-9" 3x8 0.024 4' 8' 12' 6' 9' 12, 4' 6' 8' 0.036 13'-9" 13'-9" 13'3" 13'-3" 0.036 12'-0" l2'-0" 1V-6" ll'-0B" 0.036 10'-T' IV-T' 9'.7" V-5" 0.036 11'S" 11'-5" ll'-P" Il'-2" All Others 0.024 4' e' 12' 6' 9' 12' 4' V 8' MAX 60 0.018 7'-3" 8-0" 0'-0" 0'-0" 60 0.018 v-v, 8-0' 0'-0" v4r 6D 0.018 514, W.V, C-0" 0'-0" 60 0.018 W-NI 0'-0' 0'-0" 0'-0" Dble 2x6.625 0.032 4' 9' 13' 6' 10' 13' 4' V 9' 13' 0.024 8'-a' 0'-0" O'-0" 0'-0" 0.024 7'S" W-0" 0Ar Y-0" 0.024 6'-11" V-0" 0'-0' 0'-0' 0.024 7'-9" V-0" 0'-0" V-8' RF Fescue 0.032 5' 7' MAX MAX V MAX MAX MAX 0.032 10'-10" l0'-10" 10'-10" 10'-10" 0.032 9'4" 0'4" 0'-0" V-0" D.032 8'-7" 0'-0" V-0" 0'-0" 0.032 9-9' 0'-0" 0'-0" V-v 3x8 0.032 6' it' V 12' MAX 5' V 11' MAX 0.036 ll'-V' 11'S" Ills" Ills" 0.036 10'-0" 0'-0" 0'-0" 0'-0" 0.036 8'-10" 0'-0' 0.0" a,- 0.036 10'-1" 10'-1" 0'-0" V-T !All Others 0.032 6' 11' 8' 12' MAX 8 8' 11' MAX TABLE4.1 TABLE 4.2 TABLE 4.3 TABLE 4.4 x6.625 0.036 4' 9' 13' V 10' 13' 4' V 9' 13' SINGLE SPAN TABLES NOTE:PANELS MAY OVERHANG 25%OF THEIR CLEARSPANFascia 0.036 5' MAX MAX T MAX S T MAX MAX 2.5"x6"Su er Six(Multispan)Detail N3,A 3.5"x72'Super 12(Multispan)Detail D 2.5"x 12"Marc X(Mullispan)Detail B 2"x6"Flat net ultispan)Detail N2,C 3x8 0.036 6' 12' MAX V 13' MAX 6' 8' 11' MAX Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Others 0.036 V 12' MAX 9' 13' MAX 8 9' 12' RAAY Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure 8 Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Expowre C (pat) (n) 110 115 1 110 115 (Pat) (in) 110 1 115 1 110 115 (Psf) (In) 1l0 1 115 1 110 115 s In 110 1 115 1 110 Its 'MAX'means the maximum possible tributary width 10 0.018 10'•1" 9'S" 8'-11" 8'-11" 10 0.018 8'-1" 7'S" 6'S" BS" 10 0.018 8'-0" 7'-7" V-11" 8.11" 10 0.018 11'3" 10'-8' 9'-11" 8-11" Minimum number of screws is on per panel LIVE 0.024 12'S" 1I'-11' i,-a 11'-0" LIVE 0.024 11'-0" 76'4" 9'-1" 9'-1" LIVE 0.024 1D'$" 10'-0" 9'3" 9'-3" LIVE 0.024 12'-11" 12'-7" ll'-71' 11'.11" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS 0.032 15'3" 14'-7" 13'S" 13'-5" 0.032 15'-2" W-3" 12.10" 12'-10" 0.032 IT-l" 12'S" ll'S" it's" 0.032 W-2" 13'.9" IVA" IVA" FOR PANEUHEADER COMBINATIONS Table4.10 0.036 16'-7" 15'-10" 14'S" 14'-e" 0.036 16'-11" 16'-O" 14'S" 14'-5" 0.036 13'S" 12'-10" 1i'-10" 11'-10' 0.036 W-9" 14'4" 13'-7" 1V-7" Panel#of#14 screws PER FOOT to attach panel to header 20 0.018 8'-3" 8'-0" 7'-9" T•B" 20 0.018 8.9" S-5" 5'-2" N-1" 20 0.018 BS' 6'3" 6'-0" 5'-10" 20 0,018 9'J' 9'-0" 8'-8" 8'S" Headers Gauge 1 2 I 3 1 1 2 1 3 1 1 2 1 3 1 4 LIVE 0.024 10'-3" 9'•11" LIVE 0.024 8'-2" 7'-9" r T-1" LIVE 0.024 8-7" W-VI 81-9. TS" LIVE 0.024 tl'3" 18-10" 10'-7" 10'-3" (in) 115 mph ExP B 115 mph Exp C 140 mph ExP C 0.032 12'-r 12'-2" 11'-10" 11'-e" 0.032 1I'3" 11'•2" 10'-9" l0'4" 0.032 10.4. 10'4" ID'-7" 9'.9" 0.032 IZ-6" 1Y3" IX-0" 1V-9" Dble 2x6.625 0.018 4' 8' 1Y 3' 6' 8' Y 4' 6' e' 0.038 73'3" 13'3" 12'-10' 12'-6" 0.036 13'3" 12'3" 12'-2" 1713" 0.036 IVA" 10'S" 10'4" 1d-7" 0.036 12'-t1" IZ-8" 12'S" 12'3" RF Fascia 0.016 4' MAX MAX 3' MAX MAX 2' 4' MAX MAX 25 0.018 8'-0" TS" TS" 25 0.018 5'-6' 5'-5" 4'-3" 4'-I" 25 0.018 6'3" 6'-3" 5'-10' V-10" 25 0.018 9'-0" 9'-0" 8'-6" 8'S" 3x11 0.018 4' 8' 1Y 3' 6' 8' Y 4' 6' 8' 0.024 9'-11" 9'4" 9'-4- 0.024 7'-9" T-8' T-l" 7'-1" 0.024 V3" 8'-3" 7'-8" 7'-9" 0.024 10'-l0" 10'-10* 183" 10'-3" All Others 0.018 4' 8' 12' 3' 6' V 7 4' 6' 8' 0.032 12'-Z' 12'-Y' 11'S" 11'-6" 0.032 11'7' 11'-2" 10'4" 10'4" 0.032 10'4" 10'4" g'-9' 9'.9" 0.D32 12'3" 1Y3" 11'-9' 11'-9" Ohio 2x6.625 0.024 5' 10' MAX 4' 7' 11' 3' S' e' 70' 0.036 13'-3' 13'3" 12'-B" 12'-V' 0.036 12W 12'3 11'-9' 11'-9" 0.036 10'3" 13 1 0' " IVA" 10'-1" 0.035 IZ-8" 1Y3" 12'3" 12'3" RF Fascia 0,024 5' MAX MAX 4' MAXMAX 3' 5' MAX MAX 30 0.018 T-0" TS" T-2' T-2" 30 0.018 4'4" 4'3" T-11' T4.1 30 0.018 6-10" 5'-10" V-9" 5'S" 30 0.018 8'-6" V-6" 8'-0" 8'-0" 3x8 0.024 5' 10' MAX 4' 7' 11' 3' S' 8' 10, 0.024 9'4" 9'4" 8'-10" 8'-10' 0.024 7'-1" 7'-1' 6'S" W-6" 0.024 T-9" TS" T4" T4" O.D24 1V-3" 10.3" 9'-9" 9'-9" All Others 0.024 S 10' MAX 4' 7' 71' 3' S' e' 10, 0.032 11'S" I7'•8"" 10'-11" 10'-11" 0.032 10'4" 10'-4" 9" '-T' 9'•7" 0.032 9'-9" 9'-9" 9- Sr-3"" 9' " 0.032 11'•9" 11'.9" 1l'4" 11'4" Dble 2x6.625 0.032 6' 12' MAX 4' 8' 13' 3' 8 8 11' 0.036 12'-B" 12'SIV-11" 11'-11" 0.036 it'-9" 1V-9" 11'-0" ll'-U' 0.036 10'-1" 10'-1" 9'-7" 87" 0.036 174" 1Y-3" 11'-10" ll'-10" RF Fascia 0.032 6' MAX MAX 5' MAX MAXI 3' V MAX MAX 40 0,018 V-10" V-10" 8'S' W.V40 0.018 T-9" 3--V' 3'•S 3'-3" 40 0,018 V-3" T4!-8"" 4' " 4'-7" 40 0.018 7'-8" T-6" 74" 7'4" 3x8 0.032 7' 14' MAX 5' 10' Is, 3' T 10' 13, 0.024 8'S" VS" V-1" V-1" 0.024 8-0" 6'-0" V-7" 5.7" 0.024 7'-0" 7'.0" 6'S" 83" 0.024 9'4" V4" V-11" V-11" All Others 0.032 T 14' MAX V 10' 15' 3' T 10' 13' 0.032 10'-5" 1V-S" 10'-0" 10'-0" 0.032 V-11" 8'-17" W-51 B'S" 0.032 8'-10" 8'-5" 0.032 11'-0" 1T-0" 10'4" 18A" Dble,2x6.625 0.036 6' IF MAX 4' 8' 13' 3' 6' 9' 11' 0.036 1114" 1114" 101•10" 10'-10' 0.036 10'3" 10'3" 9'3" 9'S" O.D36 9'-1" 9'-1" 6'-s' 8'3" 0.036 11'-5" ills" 11'•2" it'-2" RF Fascia 0.Ow 6' MAX MAX 5' MAX 3' V MAX MAX 60 0.018 5'•7" V-7" 5'-7" 5'-T' 60 0.018 2'-11" 0'-0" 0'-0" 0'-0" 60 0.018 4'3" 0'-0" 0'-0' 0'-0" 60 0.018 6'4" 0'4" V4" 6'4" 3x8 0.036 8' MAX MAXV 11' MAX 4' T 11' MAX 0.024 T-0" T-0" T-D" 7'-0" 0.024 4'4" 0'-0" 0'-0" V-0" O.D24 5'-9" 5'-9" 5'-9" 5'-9" D.024 7'3" TS" TS" 7'S" All Others 0,036 ti' MAX MAX 6' 11' 4' 8' 11' MAX 0.032 V-r V-7" 8'-7" 8'-7" 0.032 6'-9" 6'-9" 6'-a" 61-8" 0.032 T3" T-3" T-3" 7'-3" 0.032 9'-8" VS" 9'S" 9'S" 0,036 V-5" 9'-5" 9'-5 Bt9'S' 0.036 7'-II" T-l1" 7'-It" T-11" 0.038 T-B" TS" r.6 TZ 0.036 10-1" IwAll lw-I" 10'-1" [CC ESR1398(2012 local T264013 TABLE 4.6 Page 22 dP&E 4.7 TABLE 4.8 P ; ZLOZ-4011, dwoyS sd3aul6u3 sojx}onl}S aoi.pnj Iulolawwo0 o(�od �oj SW gs to 1Z a6ed £LOZ/6Z/6(381 Z10Z)86£laS3 ooI s cna0 uolyoauuo0 v sylod 4uauo wok U0Z Zo 100 d0 j��tl0 585Z6 tlO'puelowo2l s l a n a o a a a w a x a o i a a i x 3 4LAMHSnLZ68Z _XL2tUlAGLUW M _ �f 1. ul t7 ��-lvojo oissaao�a Sb31J" 3-19noo sloizi" manna JNnH-�:13aNn «, d .d0 a vind oz o Ioo�O =a- 631JVN wm I-mlL-isoci Hnl ° nNIwn-1 SM3?JOS 831AV8 HOlbW Z21 lIV130 33S'v S \—N3GV3H 3lSnOQH31JV2J 2J3d 32Id S1N3W3InO38 SM3?JO lld SadOl ZI3H10 llb b03 SWS -K# 3A13 SM380S ?J313b�I HOIHIN ° 0 dX3 HdVI 9LL/3Sd OL 803 SWS -v4 an03 3Sn S?J31JVH „8X„C SH3H10 TV 803 SWS -v L# 8n03 0 dX3 HdW 9LL/3Sd OL HOA SWS -L# OMl N31 V' l wnld SS3N)IOIHi 3Sn S?J3LJV J WnIV „9z9'9X„z NIH .O'VO'O 1S❑d an1S wnNIWnld SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 3N 115 MPH WIND AREAS 0.04Z)3-5e"Bpi Beam IDMil N30 D0ubl6 D.04ZJOW Beam(0elail N25) Double 0.040'3Q56.625"Beam(D.mil N25) 0.042"0W Box Beam OC21I143% Doubb 0.042X'W'Beem(Detail N251 Double 0.040"IQ'S5.G2 Sum(DTail N25) TABLE5.1 AOechetl Freestena or A0atl1e0 Freestanding lX AS9lletl FremmIndmgor TABLE5.1 Atamea 1-MuSUNIQUIgor A9ached Fec.tamimg Dr Altacim, Fwslantlingor SVucNre Mullisparl Units Slruclura Muluspan Units StmntulB MulOsWUnts SWlura Mullis Units SWCIme MWlispM Utlits Sbwure M ldapan Units GR016D TPoB MST POST MN( MAx POST LENGTH MAX MMPOSTL T31 MAX MA%P0.TT Le1GTH G�ML TPoB POST POST MPX MAX POST IENGm1 MM MMPOBTD3 v MA`t MAXPoST IENGM SHTW SMOTH SPPmNG pEp'p Port WN FODTW 6 I 19 I 12 POST !AN mar. 6 I 10 I 1Z POST MIN I.T.1 6 I 10' I 12 $69W MODTH$PALING PLEAD PoR MIN %T13 a' I la' I 12 POST MIN OOi r I '19 112 Pan MIN COT 6 I IT I 12 LOAD (FT) ONSVa FOR $PAING PD$T SeE IYh�4TPAItEDFOO SPRUNG POST wag, WSISIPA32EEMO $PACING ran WAS LONswuNT)FOO LOPo DTl ON64Ae Fop SPAONG PoST bPE CQISTPNN37 MOT. 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C 21 23 25 26 ONLY 1.5 16'-1' A e'-Y A 11 23 24 29 1Y-0- L 24 25 v b 11'-0- B b N 25 27 a5 Fi A 6-S B 19 4 23 24 16-0• D 22 24 25 b 9'W 0 21 23 25 26 5 IT-T A 6-Y A 21 0 24 0 1Z-3- L 24 25 25 b 11'-1- B 23 24 25 27 5 6'-e• A FY B 19 21 b 24 9'-4' D 22 b 25 26 SW D 21 23 21 26 6S IZ4' A Td' a 21 22 24 25 11'2- 0 24 24 26 27 19E• B 24 24 25 27 5.5 5'-T A 5'-T B 19 21 22 24 6'-ID• D 22 23 24 26 6'•1- D 22 23 24 25 6 114- A M. B 21 22 23 25 11.4. D 25 25 26 27 ID-0- D 24 24 25 26 6 4'-V A 6'S B 19 21 22 ]] e'r D 22 23 24 25 Td D 22 22 24 25 6.5 10-F A 6.11- E 22 22 23 25 10'-T D 25 25 E 27 9'-T C 24 24 25 N 6.5 44- A 1'-tt• B 19 20 b 23 8'-0• 0 23 23 24 25 Tom- 0 22 22 24 25 T 6$ A 6-T B 22 22 23 24 10'-Y D 25 25 25 26 9'-T C 24 24 25 28 T 4'•1' A 414• B 20 20 22 23 T-]• E 0 23 24 25 T-V D 22 22 23 25 TS P-1. A 6.3• B 22 22 M 24 9'-Y D 25 25 25 26 6-ur D 25 25 25 16 75 ]'e' A f-5• B 20 20 21 23 T3` E 23 23 4 0 6'd D 22 22 23 24 6 64- A 6.0' B 22 22 23 24 94' D 26 26 0 26 V' 0 25 2$ 0 25 a Tb- A 1'-3. B 20 0 21 22 6-I1- E 23 23 23 25 6-Y 0 23 23 23 N 8.5 64' A Y-9- B 22 22 22 24 9'ff D 26 26 26 26 a'S D 25 25 25 25 a5 34' A 4'-0- B 2D 20 21 22 6-r E 23 0 23 24 6-Y E 0 0 23 24 p T4 A Tf a 22 22 22 0 6.9' D 0 0 0 M T-11' 0 0 0 0 25 9 3'-2• A 3'-iT B 20 20 21 0 C.F E 24 24 24 24 64- E 23 23 b 0 9.5 T-Y A 5''.3' 5 23 b 23 0 B'3T D 0 26 0 N T2' 0 b b 25 0 9S 1'-0' A Y-B' B 2D 0 21 0 6'-Y E 24 24 N 24 6-T E 23 23 23 24 10 6-r A T.I. B 23 23 23 0 6-S D 26 29 N 26 TS O M 26 26 26 11SMPHEY.PDS c er In MPH WO`VL=0 Al 6-T A 4'-T B 23 0 23 0 T2- D 27 27 22 27 T.1• O 2fi M 25 26 3D 3 8'S A T-1r B 20 24 26 22 11'-10. D 23 27 0 30 t0'-6• C 22 26 28 0 12 5'$ A 4•-5. B 23 23 23 23 T4' E 27 2] 22 23 6-C D 26 2E 26 26 3.5 6'-r A T-1' a 20 24 25 27 1P-10- D 23 0 24 29 P-IT C 22 M ZI 29 13 5'-Y A RY B 0 23 23 23 6'-I1- E Z] 27 27 27 6'-S• 0 3] Z1 2] 2T 1 T.I. A 6'S B 0 0 25 M 1Pd• D 23 26 0 29 W.I. D 23 25 27 2$ 115MMEXPOSMEC ar tUMPHE%PoSINEB 4.5 64' A 6-T 0 21 23 0 0 9'i' 0 24 25 T 0 8, ' D 23 25 0 28 1D 3 YLd' A W.I. A 21 25 27 0 14.11- B 24 0 0 31 IV4. B 0 22 29 31 5 S` - A 5'-T B 21 0 24 M S'-1T D 24 0 D 26 6-0- D 0 IS S 2a LIVE 35 165- A 9.3- A 22 25 2T 0 134- B 0 20 0 31 1S-3• B 24 27 b 0 S.5 5'-T A 5'S B 21 22 24 25 6J- D 21 0 0 28 T-T D 24 24 25 27 LOAD 4 IT-r A ff ' A YL 25 26 28 lY-g- G 25 27 29 30 i1'-5- B 24 27 28 N 6 4'-9• A 4'-10' B 21 22 24 25 T-10 E 25 25 26 37 T-T D 24 24 b Z2 OILY 4.5 IS'-1' A T•11- B 23 24 26 27 it''-tl' L 0 22 2a 30 MS. B 0 0 28 0 5.5 44' A C-T B 21 22 0 0 Y-S E 25 25 0 27 6'-fir D 24 24 0 27 5 1T-T A Td- B 23 24 M 27 11'-3- D 26 26 26 30 10'-T C 25 26 27 29 T 4'-1- A 4'4- B 21 22 b 24 T-1- E 25 25 25 27 6-T D 25 25 25 26 5.5 JZ4' A 6'-11- B 23 24 0 27 19d D 2T 22 0 29 5-T C 0 26 17 0 ]5 T9- A R.I. B 31 21 0 24 6.9• E 25 25 0 Z2 6S• E 0 0 0 26 6 1TJ' A T.S. B 23 21 25 26 19-1- D 27 22 2r 29 Y-T a 0 26 27 20 B SE- A 3'-11• B 0 22 0 21 6d' E 28 0 26 26 V-0 E 25 0 0 0 6.5 ITS' A 6-27 B 0 23 25 26 Pd' D 27 9 27 29 8'-r D 26 26 22 0 83 Y4' A Y-a• C 22 0 b 21 6a- E 0 26 2E 0 5'-1T E 25 0 0 0 T 74' A Y-11' B 24 24 25 26 6J- D 22 27 22 28 6.5' 0 27 27 22 28 9 3'S A YS C 22 Z2 21 24 6-0' E 28 2b S 26 5'-T. E ]5 35 35 26 TS 9-1. A 5'-T B 24 24 24 26 6'-l0' D 28 2B 2a 2B U-1- D 2r 22 2T 28 9.5 J''T A T�' O Y! 22 22 b 6.9- E 26 25 M 28 5'-5' E 25 25 b 15 5 64• A 64' D 24 24 24 25 6.4' D 0 2a 0 0 1-1. 0 27 27 27 27 115MM E%POSVFiEC u 130 MM E1Pt1AFEB a5 64- A 6.1- B 24 24 24 25 $--T D 0 25 26 29 T4• D 27 27 22 27 40 3 T-Y A T4- B 19 24 25 27 1P-9' D 22 26 0 0 9'W C 21 26 21 0 9 Td' A 4'-11- B 24 24 24 26 T-11- D 26 26 0 26 T-]' D 28 0 0 28 ]S 6-Y A 6i- 0 19 23 25 0 M-1T D 22 N 27 29 8'-01' 0 22 25 Z! 0 99 T3• A 1' B N b 24 b 11I E 0 0 0 0 T-0• 0 28 b 28 28 1 SF A 6-r B 19 0 M 26 P-1' D 23 0 27 2B C-T 0 22 25 0 0 10 6-9• A 4'F B 2L 24 24 25 T•5' E 29 29 0 0 6-iT 0 0 L 28 0 4.5 4W A S'-3• 9 0 23 21 0 6-S D 23 0 M 0 Td' 0 Zi 24 36 37 11 6S A 4'-T a 25 0 25 25 6.1V E 29 0 0 0 6�S D 0 29 26 25 5 44• A 4'-31' B 20 22 24 25 T4T E 0 24 26 27 TS O Z3 24 26 27 12 5'-a- A ]'-11- B 25 0 25 25 6i' E 29 m 29 20 6'-1' E 0 22 0 29 55 3'-11• A 4'S 0 20 ZZ 23 25 TB E 24 24 0 27 6.IV 0 2S 24 25 22 13 5'-2- A Yd- B 15 25 25 ]11 5'-9' E 19 Y9 29 29 6 Y•T A 1'J• B 30 Tl 2) 34 T-0' E Z4 14 2T 6$ D Z] 23 25 26 115 MMETPOSUPEB 63 Td• A 1'-0' 0 0 21 0 24 8'2' E 24 22 6-Y E b 23 0 26 0 3 1l'-lr A 94• A 18 0 25 26 134' B 21 25 27 0 12-r e 0 0 26 27 T S-I- A 3'-9- B 0 21 0 24 6�' E 24 4 A 26 V-10• E 24 24 0 26 LIVE 3.5 16'-r A 6-Y A 19 2J 24 25 12-0 O 2t 25 M 26 11'-0' B 21 24 26 27 Ts 2.1T A PL- 0 20 21 22 24 W' E 24 31 PS M 6-T E 2I 24 24 b Lora, 4 B'•11• A T3- B 19 22 24 25 I1'-5- C 22 24 0 27 19.T 0 21 24 25 22 a 2-a• A 34. 0 21 21 22 0 5'-9• E 25 25 26 Y-F E 24 24 24 25 o`LY 45 TAI. 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LIF F00 FCAO Structural Panel Header METAL SKIN ° 1 k r a aLVANIZED OR STAI SS STEEL HILTI SEE TABLE 4.9 OR 410 X r •, �• K47K BOLT TZ ANCHOR QCC N1 SANDWICH PANEL TO + e ESR WAS W/ 2' EMBED AND " '�' • :; - E ° WASHER 2 ENDED LE D HEADER C❑NNECTI❑N SEE NOTE 4" SLAB OR FOOTING SEE DETAIL BM AT RIGHT ;Rafter Tolls ,Q�OFESSlO 0,042• x 3' x s' �p ®BRACKET FOR CONNECTING POST TO SLAB Header q G 2 OR FOOTING (6063-TG ALUM ALLOY) $ A SINGLE SPAN ATTACHED UNITS ONLY N5 DETAIL NEWPORT FASCIA Post Amerlmax• 26921 US Hwy 74 C a�P CAL1Fo`b EXTERIOR HOHE PRODUCTS Romoland,CA 92585 OCT 02 2013 B'Ed/CP NTS omponen PartsFe E ConnectionDetails ICC ESR1398(2012 IBC)9/29/2013 Page 44 of 66 for Newport Patio Structures Engineer's Stamp NP01-20121 of 4 99 L0£4 a6ed £LOZ/6Zl6(081 Z LOZ)96£LNS3 001 III �L�tlOdO IsI0z ZO N C LOZ Zo LJ^o �bjs O'9319VI NI NMOHS 3ZIS i31OOd 31MUE10 ddV 314135n '1 $31BV13S3H1 d0 otl31SNl S1N3W3MIn03M SVIS Nod TOM 133HS NO L"L 3'IBV13Sn S3Mn1OnM1S 1SOd OABL HOA'OL 81 '9NIOVE1 1SOd 3AOSV WOH3011 MOMA'9 SVIS 31Vn03oV StlHltlHl WONJ M30I V 3SOOHO.9 WZ/09'd a lseona.@ltvtDndPM ONIOVdS1SOdN30V9HHO8VISNO MOVES lSOd3H1dotwwvyS3HL35n a an$ ZdoZ391ZOOSNOIWtl9VIOAMV11191 11131tllnOltlo TOM VA'fiJcIQ uM WOMB SVIS NO ONIOVdS1SOd WnWI%VW 3NIWM3130'L BVIS MOZ'9318VI WOMB H1ojM klfV1n8Ia 3NIVM3130 'S 89LJ Ba91dNu8AnItWC UKBAOBVWOMBS-LMo-nodS9tl�SOLLVdHod S033N NMI,Hod NVdSMV3lO31tlnO3llV L WIldXUU&M PLO SVH IVU OV NOLL039 WOMB l3NVd V 3SOOHO V a (W8-V eo 9£N-LM S11V13O 3lVlHd0MddV 3H13Sn'01 (NIW dsdoz 3Sn fL 595E6 tl0 yuelowoM !'L 3l8tll MO S'L3l[itll WONAlltlM 01 ONIHOVJ-LV Mod SM3N31SVd d0#MO ONIOVdS 0103H10NId'6 SLNn ItlIOM3WWOO'NIW 110dad Ol3SOS ONM9NI ) nd ��a P'931Btl135n S11Nn NVdSLLInW ONV ONIONV1S33Md 3HS 3ldnionM1S d0 avolMON5 M03NlONtl ONW 3NIWM3130 'C VL"H So LL6BE llNn d0 ONtlHM3A0 ONY H10IM�NOL103I'OMd 3500H0 Z Lianpmd BUNCH LBPB193 xBUNpautV 1N3101di0S ION 91-H913H 3H1 dI1SOd 3H13OVM0d0£"90NV 8'9318tl1 NI NMOHS 1Sod 3H134n11Nn 03H0VUV Was 31ONISMOd'9 3Mn1Osa 1S03HONI OA ONIONV1S33Mi3500N0'L '� nit Q 9V'tw M .9L Wena$Na1S.SX.SX9lff S31Btl13S3A MOd- OLLOLIML AL-Z 13N1 o(5�3dL OV'LIN f .SL aeObSIBBiS.64YvSLR Y P O H Pll N LY Lf V 0 .C:44 C R !t C i Al•A tl P.L 24 9V'!lN 1 .ZL oxen S Pa15.£X£x.911E 9r 9r K SY H AL-14 B/ Or a/ M 0 AI-.4L It R LC L[ d .l-.e b .P.F S'LL DY'(LN H ESL w¢n $I9a1S�.fX£Y�9Lx£ SI K 91 SY 0 .Z.SI of Or no M 0 .P v Zt R Le Lt Lc i .Yb zvC II otl'LLN 1 ,SL SY P f eNLS,rea1S•9x gv,9lB Ntl't" O A xang01ae15.EX.E'x.L60'0 To So sr SY 9 .SI Br a1 of ar 9 .L-.a [E R !t La d .PA . . s Otl'LLN O �9L .LY a Sle%S Sv.SX9llE tro'nu d .LL ean%01aB15.fX£x.140'0 90 sr sr Sr 9 .6-Al at at a1 as 9 .wZI K K K K i A-At v V st at m Otl LLN d .6 .BE =P oxen Iaa1S.YY.BX9LB 3tl 3 .ZL PePn•1x3.Z90'0 L%uop7 or K K K 9 .t-AI et fit K K 0 -hc1 K R K K d .rAL v .P.0 ca Otl'LlN i .6L SE =P aten Na1S.BX.VX9L/f HV'LIN 0 .tL u ay..MeKoBO'0 m"1O n K n » 9 .s.6L 6C as K 6t A .ssl K K K BC d .PAI tl AL-1.t 6 OV'LLN d 9 .ZE =P aten SIBBIS.CXfx.91ft NY'HN '� ,LL ua9tl.ASEXAfO'O LenolO cr cr cr tr 0 .5-Al eF K 6t so i .P.K R K R Bt i .nu tl sr sv aJV'LlN 3 .It .6Z Bea 91 ls.EX£X.9LIE >re'vm B .LL LIdaP!S LLI I60d�£X£XAZO'0 n n tr n 9 .L•.R R K R R i Bel K K K K d .P�11 Y .s:r B W'LLN 8 .8 .Lz .P roAoIOIBa15RXmiol'O arN B Al Nod aNVOLLA L.Al-EAZ60O ri z/ Er Lr 9 I-3Z K K at R d .rsl Be R BE R i &-Z v .VS z Htl'LLN B .6 .OZ =0 Lan%O Iaa15.EXSXl90'0 Jv tl £ IPFS S'LX9'LX�090'O ULUl t/ {/ a to 9 .1-li IC R at vF d ."I Be K K K i APZI v .Ps L #LRaaO ePCO 146!aH G?IDad wo 16H U tr If tr 0 •PAL Lt LE LC Lc i .P94 N St BE K i .r.[t tl S-.S S9 ANO L Od xOW wnW,%¢W u%WIUS allod IPPp sod XBW uopolA5BO Nod a/ BY BY Br D •PR Lc [t Lt LF i .r1{ tt K K K i .a.K b .u:s 9 wol saxmawIS PBWvUtl uedspinN LB samwwlS OUIPULN68eed sauHaM4ued5 alOu!S Payaeytl Lol Br R it K 9 APR cc K K K i A-S K K K K i .o-s1 tl sA rs 3Nl LAL swawa!!nbaM Nod psaleV1 eluauxaLlnbaM asod CB 31SV1 1r aE K K i .L-lz K K K R i .t.al 939(IBOtM3 Xdrc a9{m J3ALNOda3 HCN OIt .El .Six YN YN oN 1N YN YN w �N YN IIIYN rN BINN C„ .0 E1 Z it ZY 9 .CALL ze ze LE LE 0 . ..cl K K K K d "-At V 3 E SIt1 AY1 zl NIL it Sat AL AS W w rN rN no YN BN YN zt .511 .IL .SOI AL S6 A A'9 .9 5L 1 .S9 V eN MI -P w z to I/ 4Y it 0 .9'AL IT LC to it 9 JYZl K K K K d .l hD4 tl -hC LO .SIL AI 5a4 A4 S6 A S9 .B F'L 1 9 .S'L .L SY .r .SL .4 lY Lr {f LY 0 .OYbL LC LC Lc Lt i .r./1 K K K K d .CAf v F.t at .44 .SOI AL .S'6 .6 59 .9 .SG 1 59 A SS 5 5f .r SE .0 A a1 no 01 Or 0 .Z-.H K K K K i Avri K K K K d .P.B V A-2 S6 R .LE AE AL el ll 9l .Sl .rl .Cl Zl It A4 .6 A Z A 9N1n1 fiC K BC 6[ 0 .tl-AE 9[ K K K i .6-S{ R R R R i .L-Zl tl •A:1 Sa ILd153llIILM1IS NYd5319X15 dD N0NA3fB9d 63tlnL1n1LLS 03NJtll1YNVdS3NN6N0d SN1PAlA9tll119LLLi9319tl1Il�a 6C 6S 6[ K D .S:li R LF St BE d .CAI [C R R R ! 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ALLOY) 140 mph Exp C WAN, STEEL 'C'— CHANNEL HEADER N10 CALIFORNIA FASCIA 3' ALTERNATE POST SIDEPLATE CONNECTION DETAIL TOP MOUNT BRACKET NOT ALLOWED N9 (STEEL A-653 Fy=50 KSI) (ALUM 6063 T6) N11 (3105-H25 ALUM. ALLOY OR IN SNOW LOAD AREAS A-653 Fy=40 KSI STEEL) SEE GENERAL NOTE #9 FOR CORROSION PROTECTION 014x1.s SCREWS 1,5' L� 0,125' 3' x 3' METAL POST TI 6 4)(1 5$ I- ccF GENERAL NOTE 19 I os,•sTm Or-a 9% EXISTING SAVE x. OF WOOD FRAMING rT swaT a ins,•,� 1,5' EIGHT #14 SMS L�r� STRUCTURAL PANEL 'N DDOD1!y/Y h) TWO 3/8' X5' LAG DETAIL N8 ALUM sz osaui xaie 0.125'x1.5'x1.5• SCREW W/ I'0 STEEL O THESE DETAILS ARE LIMITED TO PANEL "'"�" "''6• stEJ:L (Fy = 33 KSI) WASHER ONE ON O O 150 mph EXPOSURE B AND 120 mph T�Maw �� v� B BE�7WEEN SPACING CR IEWS EACH SIDE OF POST Exp C FOR 10 PSF MDca " ALTERNATIVE EAVE ATTACHMENT L qt AND 150 MPH EXP C FOR 20 PSF 2x OF LEDGER BOARD 'I sxcr..r SIDE MOUNT BRACK DOUGLAS FIR 'II'r� V IN G L HOUSE PENETRATIONS LUMBER FLOOR BETWELEDGER AND R F n SIONAl1 E COMPLETELY AND D JOIST OR HEADER TOP M TO ALLDV DRAINAGE I NTLY SEALED OUNT BRACKET EAVE OVERHANG AND 'L' MUST O P ATTACHED STRUCTURE POST ALSO COMPLY WITH DETAIL 42 Q Zy Ff� TO DECK FLOOR JOIST C 81 9 �yOFES810 EXR(/30 t7 oN 14 0.024' OR T m C �` 022015 0.040' TYP. �, ASTM A500 GRADE B � g OFCAL STEEL POST _ 3' ALUM SQUARE POST 3.D0' t =0.024' 3004H34 R=.0937 N 17 SEE GENERAL NOTE J erimax 28921 US Hwy 74 t =0.040' 3105H26 IYR #9 FOR CORROSION Cl i>� EXTERIOR HOME PRODUCTS ROmoland,CA 92585 1 PROTECTION - cnuFL 3'-6• BEJ/CP OCT 02 2013 WDCOrn a Connection e a s NTS for Newport Patio Structures ICC ESR1398(2012 IBC)9/29/2013 Page 45 of 66 Engineers Stamp NP02-2012 -2 of 4 4 ;o £ ZIOZ-£OdN dwDIS s,Jaaul6u3 9910 917 a6ed £LOZ(016(091 ZLOZ)M 1,11S9 001 awn;onilS 090d Sao •aN to; SIN also uor4oauuo3 V q4oduauodwo d3/r3.e £lOZ 10100 09 { (Ao'71 'Wnitl 4£H-400£) ZN �—o£•o s t O n a o a d 3 W O H N o I V 31 x 3 O jT9V� a30N1VH 03Wa0dll0a (Tony 91-[909) S9SZ6 tl0'Puelow0a \�d. a30WH NVH (l3onaua 41 AMH Sin Lz69Z a 0 - "13NVd �b4lfli�fl?us ,OS'T X�llllaaU.l 3 dX3 HdW OZT jSd OE .09'Z 901 P. 11tl130 r- 3 dX3 HdW OET dSd SZ ,SZZ 90'=1 335-1Na-tl 13NVd .FT NEU 3 dX3 HdW SET 3Sd OZ 2 3/0 .al Sl3NVd 9 dX3 HdW 0VT 3Sd OE q 05'£ a0 9ZN •L .5 a039NI3VdS ,05'Z 3 dX3 HdW S(I did OT WIa1 tl10SVd 01S�3�o�L aNSWS 0: 91 31VI sav03 XtlW .OS'L / 3n11Va0030-31VNa31 9ZN S13HVd .ZI NOA •o'o .Zl SUM .9 a0.i,.MW-0�9 �• -mom 0 sws Olt oNIOVdS and 9'L 31SV1 335 IN .S'0 `9y" ;P tlpSVd 'IIfIN.Z/l 4 X.Z .SZ9'T sns .z % rl/ y3 ti (OEN 1Itl13Q) 83QV3H .9X.E 31Snou 4yN S13NVd 'Tmniona1S 01 S1M130 mAaO�Wa .0.0 (TEN 1IV131U Sa3Qtl3H .SZ9'9X.P. 319n0a 'NN00 L*N. a30V3H 03Wa03110a £7,N ,4z NO .9l 0 NOI103NN00 ?J3QV3H WH a3WW TYn1V WnIV nan00 .o0'E a�UM ,ZS X.Z/1 9 X,Z 3 S31tl1d3 IS Hll ISOd .£ X.£ dAl V1d3(lIS )sod Nn1v ,gFpp 0/0 .4Z 'An.Z/L 9 X.Z 0 .ex.Ex.oroo S31VId301S V 1SOd O HAM a30V3H .9 X.£ 3015 H3V3 sIDWd lvHm0tW15 d0 30V1d NI S630V3H tsoa Wmtl SAS rit - 0 Z/L 3M.Z1 Ho.9 .9 x.£ do .9'9 x.Z 319n0 .sx.ex.0 a0S'9 0 'ltl0d �� InI3 brs Si Z Zo Nf1I ,S 00 MCI 3lnd3ms 'Anr 6 LB9 4Z0' x Z/I s x .z s m�I maIs HI Win; •� 3/0 y sxo{t o'y nd /��• S� .ors .aa o-n Pzl Pzl eR EZi OT .ra .P,r 2A .e51 PZL BR im 31rx3m 13)1 + trn sa r,L ra ara In wdm 1N3WH�V11V Ms shlyda✓'o 31�3WJS3Na3N31Stl3 .ebl o-n Px mrl eR 3AV3 31VNN3i-IV MnWI%VM Hod T WONIWn 1E90 tr xi k.0 met mn sR HOd 91, 31Stl1 31S �p� 0/0 X MIS H'JY3 kn ,r.L rt .ra trn rR ra or � SAS tit -!• .o-n o-sl o-sl trsl o-s eR LZNi i 3l%II3tl3 NOL103NNOJ© •L-.e •*aL saL cs usl sR omn Haworl 1 N at .gz as xs osl rR Mae / [INS SAS fl -Y 3 a30V3H .9 x £ kal o-sl o-at trst asl a.L'8 LI-al Pal traL P.94 9R odtaHd..- MUCH 'nnw,9 x ,£ a-.L kt 6a rtL Pm R sa vAaltr9lPal A/6 % rS71 YId3QI$ 'AHN .Pa .6-Fl Pal Pal Pat 9R Df HdWaM a1Q a0 zt TMp$ .tzo X.ZA 9 X,Z ka ..t ars .ent trst rR wa (HIHON) HOW-a11 w coo tlI3SV3 �L�•622-�.{ #' PaL Pst PaL Psc Psl sR 9NIWVai (loom %.Z (loom 3Q X2 �I �11+—,e[p tr9l Pst Pat PAL Pat BR Jd(3 HdW Det II �- -�- Qy3H •AnN.8 X.£ ks .L-r .o-n P» P t sR PdaL SISAItlNtl .V. 1fd130 { tr1L trtl Ptl Ptl Pt{ BR .9 9NIa33NION3 1tlN0IlIQQtl .9(.� r P1L trtl trll Pit trtt SR JdKp HaW SIL H3LiYN D se .rt trzl o-el Pu rR wa at 3alno3a 11tlHS 9MH3n0O, D o-aL Pal Pal Pal Psl on -iMS a31AV3H '3Sd E a91AVU aid 3NO .l-SL trAl tral traL trAl 9R ad%3 HdNstL XVW SI 9NIMAM SUITS VIOSVd XZ .et .1-i kzt Pal o-al rR sla al .6e .rz al sL s atD.ra ONV a31"H O1NI SM3aOS 9#anOd ram•I 3GIS H3V3 �4 oHylDeno amd 3rrc wun+roJ uses 13XOVNS 13RLS EE 3OVH0 E99V W1SV H9 pZ --L 4- SAS *4 -i _ti vsoemrnoa aseid oi�xrisn xvW rasava v..�•w.srMn 2x wood studs OF SEE SHEET M8 FOR Lattice or of BTR @16" O/c SLAB REQUIREMENTS SdW Panels STEEL POST 0.042'x3"x6' ATTACH PANELS FOR CONSTRAINED FOOTINGS Alum Bracket HEAD PER DETAILS DETAIL L9 (0.0607 AZ, BD OR BG IN 3' 2" Lattice or Salty Panels AWn Bracket a sns (OA609 SM 14" LAG CS SCREW OR B o #14 SCREW PER D 4 2.5" MIN TABLE 7.5 d d p .4 io p,p24• 3' x 8' Header M1 •It37. 8- Header e2 ANC4". L 1=11,042 — 4� 0.1132' (0.0429 I I (OA429 3^ D d or 2' x 6' Side Plate m 0.040' 814 I I M74 SM I I G I I 3' x 6' Header Q) CONTINUOUS 2x DF WOOD LEDGER concRERE FOOTING I N31 I I OR PROVIDE SIMPSON STRONG TIE I �I N30 3'x3' POST I I 3'x3' POST MSTA36 ([CC ESR 2105 AT SPLICE I— d ill RARER do ATS I I 2x6.5' SIDEPLATE LOCATION) 3/8' x 9' STEEL REBAR EMBEDDED AT 'B' ALUM 3' H = 9' HEADER (3004-H34 ALUM. ALLOY) I I COVER W/ 0.019" ALUMINUM d < 3 d < 3 ' B = (3D04-H34 ALUM. ALLOY) d < 46' B = 18' N32 ALTERNATIVE SPLICE FOR ATTACHED UNITS N29 FREESTANDING OR ATTACHED N3a LEDGER BOARD ATTACHMENT POST/FOOTING CONNECTION Seal with permanently flexible six 1/4• LAG SCREWS OR 014 SCREWS & waterproof sealant 4S6M6aRALN'UTrFRAL NOTE� INTO WALL srue) CONTINUOUS 2'x DF LEDGER BOARD OR PROVIDE SIMPSON DF 2' x 4' STRONG TIE MSTA36 CICC ESR OUG DOUG FIR 2105) AT SPLICE LOCATION WOOD STUD 1.00'min. 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