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BPAT2014-1029/ Q�i 78-495,,CALLE TAMPICO D VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 9/18/2014 Application Number: BPAT2014-1029 Owner: Property Address: 50305 GRAND TRAVERSE AVE AVE PETER MCGUIRE APN: 770050029 50305 GRAND TRAVERSE Application Description: 255 SQ FT LATTICE PATIO COVER, 30 LF OF GAS LINE/MOVE STUB LA QUINTA, CA 92253 Property Zoning: Application Valuation: $6,800.00 e►- © O gs w Applicant: Contractor: N a TASKER CONSTRUCTION TASKER CONSTRUCTION *� v4 31166 ORANGE AVE 31166 ORANGE AVE o S NUEVO, CA 92567 NUEVO, CA 92567 W it o c,r) U (951)906-2761 � Llc. No.: 846843 o LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C5�3(, B License No.: 846843 Date: ' O ( Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt fri the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its 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 Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant.to a civil penalty of not more than five hundred dollars ($500).: (_) 1, as owner of the property, or my employees with.wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( I I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: WORKERS COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the w rk -which this permit is issued. I have and will mainiain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: _ Policy Number: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section, 0 of the Jor Code, I shall forthwith comply with those provisions. Date: ��- l� Applicant/� WARNING: FAILURE TO SECURE WORKERS' COMPENSAT ON COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above- mentioned property for inspection purposes. Date: i Signature (Applicant or Agent) FINANCIAL •/• DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FIREPLACE 101-0000-42400 0 $145.03 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FIREPLACE PC 101-0000-42600 0 $217.55 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forFIREPLACE: $362.58 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PATIO COVER, STD, OPEN 101-0000-42404 0 $97.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PATIO COVER, STD, OPEN PC 101-0000-42600 0 $95.72 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for PATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $0.88 $0.00 PAID BY METHOD' RECEIPT # CHECK # CLTD BY Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $0.88 $0.00 TOTALS:• 00 Permit Details PERMIT NUMBER City of La Quinta BPATw201°4-1029 L Aw Description: 255 SQ FT LATTICE PATIO COVER, 30 LF OF GAS LINE/MOVE STUB Type: PATIO COVER Subtype: Status: SUBMITTED Applied: 9/18/2014 SKH Approved: Parcel No: 770050029 Site Address: 50305 GRAND TRAVERSE AVE AVELA QUINTA,CA 92253 Subdivision: TR 25389-1 Block: Lot: 28 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $6,800.00 Occupancy Typc: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 NAME TYPE Details: PATIO COVER - 255 SQ FT LATTICE PATIO COVER [AM ERI MAX SPECIFICATIONS] AND 30LF OF 1" GAS LINE, MOVE STUB. 2013 CALIFORNIA BUILDING CODES. ADDITIONAL SITES CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT TASKER CONSTRUCTION 31166 ORANGE AVE NUEVO CA 92567 ( Printed: Thursday, September 18, 201412:56:36 PM 1 of 2 CNTW SY57fM5 BOND INFORMATION Printed: Thursday, September 18, 2014 12:56:36 PM • 2 of 2 RWYSTEMS INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED DATE DATE RESULT REMARKS NOTES FINAL" ^RECEIPT _. CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE # CHECK # METHOD PAID BY BY FIREPLACE 101-0000-42400 0 $145.03 $0.00 FIREPLACE PC 101-0000-42600 0 $217.55 $0.00 Total Paid for FIREPLACE: $362.58 $0.00 PATIO COVER, STD, 101-0000-42404 0 $97.17 $0.00 OPEN PATIO COVER, STD, 101-0000-42600 0 $95.72 $0.00 OPEN PC Total Paid for PATIO COVER/ COVERED PORCH / LATTICE $192.89 $0.00 SMI - RESIDENTIAL 101-0000-20308 0 $0.88 $0.00 Total Paid for STRONG MOTION INSTRUMENTATION SMt $0.88 $0.00 TOTALS:00 BOND INFORMATION Printed: Thursday, September 18, 2014 12:56:36 PM • 2 of 2 RWYSTEMS INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED DATE DATE RESULT REMARKS NOTES FINAL" BOND INFORMATION Printed: Thursday, September 18, 2014 12:56:36 PM • 2 of 2 RWYSTEMS Bln.# Qty Of La Quinta Building 8L Safety Divtslon P.O. Box 1504,78-495 Calle Tampico La.Quinta, CA 92253 -:(760) 777-7012 Building Permit' Application and Tracking Sheet Permit # E 'W—Le1 ¢' MQ Project Address: 58 Gr ^& Tyb4., e.. Owner's Name:. A. P. Number: Address: . s a 3 OS G-ra Me�•e. S Legal Description: o City, ST, Zip: L,q CA 4 2253 Contractor: Telephone: ;nom; ",. • °r• r WIN Address:'? 1 2 Project Description: 1 r%�( S(UW%-&VJd City, ST, Zip: GUO ` fw 1 A.';ld r e -Q t� Tele hone: p nlca-749- Z S+�°i ' . ' Q. ^ . , State Lic. # : �{(o. �4 3 City Lic. #: �IOZ 3(� Arch., Engr., Designer. /(/h Address: City., ST. Zip: N/A N/ Telephone: yo � '� '° State Lic. #: : ��` AIM : Construction Type: Occupancy: Project type (circle one): New dd' Alter Repair Demo Name of Contact Person: 1V1,4 Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Proj=V APPLICANT: DO NOT WRITE BELOW THIS LINE H Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Cheek submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit. Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Calci. Plana picked up Construction Flood plain plan Plans resubmitted.. Mecharilcal Grading plan 2i1 Review, ready for correctionstissue Electrical Subeontaetor List Called Contact Person Plumbing Grant Deed Pians picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '^' Review; ready for corrections issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr ' Date of permit Issue School Fees Total Permit Fees . e tq 6c.)i v e 2es,'atk co-, S O 3 os- G no—ru 7( llba-jerc-c L. Q CITY OF LA WINTA u►LUINU & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DAT BY a''�� ?A -n v �jviy"n Cx ► 5�-,�5 0 7 5� LA QUINTA FAIRWAYS HOMEOWNERS ASSOCIATION September 5, 2014 Timothy McGuire 50305 Grand Traverse La Quinta, CA 92253 Regarding: 50305 Grand Traverse, La Quinta; Architectural Request Approval Dear Tim McGuire, The Architectural Review Committee for La Quinta Fairways HOA has reviewed and APPROVED your architectural submittal for the following work: • Remove Two (2) Citrus, One (1) Palm, and existing grass. • Relocate shrubs. • Replace irrigation system to plantings with underground drip to plantings. • New drainage system. • 850 SQ. FT. Pavers under proposed patio cover. • 5 FT. Diameter flagstone fire pit. • Patio Cover 17 X 15 FT., Alumawood, Color: Desert Sand. • 2 Light Fixtures under patio cover. Please be advised: • Signage may not be posted at the property. • The cost to repair any damage done to the common area is the owner's responsibility. • The common area is not to be used for'storage of any equipment or materials at any time. Any materials stored on site must not be seen from the common areas/streets. • Any debris from construction in the street must swept up and then the area washed down each day by the contractor. • The Contractors shall not wash dirt or debris into the storm drains or drainage channels. • If used, portable/temporary restroom facilities shall be kept in the back yard, if feasible, or as far from the public sidewalk/street as possible. These facilities shall be maintained as required to not become an odor nuisance to the neighbors. La Quinta Fairways permits construction from 7 am to 5 pm Monday through Friday and 8 am to noon on Saturday. Please make your contractor aware that he must follow all rules and regulations for the community. It is the homeowner's responsibility to ensure all permits required by the City of La Quinta are obtained and provided to the Architectural Committee on request. , Please contact Avail at service@availhoa.com or (760)771-9546 when the project is completed so that a final inspection can be arranged. On behalf of the La Quinta Fairways HOA Architectural Committee, C6 rctl E. f(04w Avail Property Management 51350 Desert Club Dr. Suite 4, La Quinta, CA 92253 Tel: (760) 771-9546 Fax: (760) 771-1655 service@availhoa.com Amerimax Exterior Home Products AlumawoodI" Patio Cover, Carport and Commercial Structure Engineering 2012 IBC PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2012 GENERAL NOTES GN02-2012 2 PAGES SC01-2012 SOLID.PANEL STRUCTURAL CONFIGURATIONS SCO2-2012 ALUMAWOOD STRUCTURAL CONFIGURATIONS 4 PAGES 4 PAGES 4 PAGES 4 PAGES LT01-2012. LT02-20.12 LT03-2012 - LT04-2012 2 PAGES 10 PAGES 10 PAGES 4 PAGES NP01-2012 NP02-2012 NP03-2012 NP04-2012 9 PAGES CD01-2012 CD02-2012 CD03-2012 CD04-2012 CD05-2012 CD06-2012 CD07-2012 CD08-2012 CD09-2012 10 PAGES Misc1a-2012 Misc1 b-2012 Misc2-2012 Misc3-2012 Misc4-2012 Misc5a-2012 Misc5b-2012 Misch-2012 Misc7-2012 Misc8-2012 LATTICE.1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES LATTICE 2.0 POST SPACINGS. FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS COMPONENT PARTS AND CONNECTION DETAILS CITY OF. LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA -ddBY OCT 02 2013 September 29, 2013 MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS FAN BEAM DETAILS 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 7.0 FOOTING AND SLAB ATTACHMENT TABLES 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 7.0 FORCES ON EXISTING STRUCTURES STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2010 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. 3. DESIGN LOADINGS: Ct = 1.2, 1= 1.0, Ce = 1.0 (ALL EXPOSURES EXCEPT B AND C WHEN LOCATED TIGHT AMONG CONIFERS) GROUND SNOW LOAD DESIGN LOAD 10 PSF 10 PSF LIVE LOAD ONLY 20 PSF 20 PSF LIVE LOAD ONLY 25 PSF 21 PSF DESIGN ROOF SNOW LOAD 30 PSF 25.2 PSF DESIGN ROOF SNOW LOAD 40 PSF 33.6 PSF DESIGN ROOF SNOW LOAD 60 PSF 50.4 PSF DESIGN ROOF SNOW LOAD FOR 0.25/12 < SLOPE < 1/12 WIND SPEEDS IN THE 2012 IBC ARE "ULTIMATE DESIGN WIND SPEED". ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR RISK CATEGORY II. FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS i.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER A HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER ASCE7-10 SECTION 26.8 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT LEAST 1500 FT. EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKEN ICE AND OTHER) DO NOT. SEISMIC LOADING MAXIMUM Ss= 150% SHOWN IN 2012 IBC FIGURE 1613.3.1(1) Ss > 150% ARE NOT REQUIRED AS PER ASCE7-1012.8.1.3 S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTING SYSTEM POSTS EMBEDDED INTO FOOTINGS =ORDINARY STEEL MOMENT FRAME » R = 1.25 POSTS SURFACE MOUNTED = GENERIC SYSTEM » R=1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A CONCENTRATED 300 LBF LOAD. THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED IN IBC SECTION 1605.3.1.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING WIND OR SEISMIC FORCES. 4. THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE: a. GENERAL NOTES (2 PAGES) b. STRUCTURAL CONFIGURATIONS (1 OR 2 PAGES) c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD e. ALL APPROPRIATE DETAILS I f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 5. CONCRETE MIX: Fc=2500, 3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND SEVERE CONDITIONS AS SHOWN IN FIGURE 1904.2 OF THE 2012 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 750# OR LESS AND THE FROST DEPTH IS ZERO. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6" OF POSTS. POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OR EXPANSION JOINT OF A SLAB. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL AS PER TABLE 1806.2. ALLOWABLE FOUNDATION PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBLED PER IBC SECTION 1806.3.4. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION. THE BUILDING OFFICIAL MAY ASSIGN A LOAD BEARING CAPACITY. UNITS IN SNOW/LIVE LOAD AREA OF 25 PSF OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W/O ADDITIONAL ENGINEERING. MINIMUM FOOTING DEPTH IS THE LOCAL FROST DEPTH. 7: 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR PARKING OF MOTOR VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. 8. AT LEAST ONE HORIZONTAL DIMENSION (PROJECTION OR WIDTH) OF COVER SHALL BE LESS THAN 30'. 9. ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90, A123 G45 OR A153 B-3, PAINTED ASTMfl 5 OR USE AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2. � � 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 3004H2 ALl! MAY BE SUBSTITUTED FOR 3004H3x, ICC ESR1398 (2012 IBC) 9/29/2013 Page 2 of 66 a "0-2015. 1/* 1 m In ax) -2892, US Hwy 74 �1 �k X15 * • Romoland, CA 92585 EXTERIOR HOME PRODUCTS CALXlT_ CMP DRAWING OCT OZ 2013 NONE NREARTGENERAL NOTES DAiE: DRAWING SHEET ENGINEERS STAMP RR, PW GN01-2012 1 OF 2 GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSI/ASME STANDARD BI 8.6.1 AHD AND AF&PA NDS -0511.1.4. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME B1 8.2.1 AND AF&PA NDS -05 11.1.3. 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. THE MINIMUM WASHER DIAMETER SHALL BE 1" FOR BOLTED CONNECTIONS. SCREWS AND BOLTS WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 13. HEADER SPLICES. SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS U, AND X) MAY BE LOCATED ANYWHERE. 14. ALL SELF. DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC- ESR 1730, 2196 OR EQUIVALENT AND USE HEADS W/ DIAMETERS EQUAL TO #8=16-5-",#10=;81% #12 =1a" AND #14 = "' OR STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE #11 15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 16. ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION #2 IN IBC SECTION 1505.2. 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 TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A SECTION 6.7. 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM 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 UPLIFT LOAD IS 1162 LBS FOR 115 MPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12 FT FROM GRADE. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, N12 OR AL. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. ICC ESR1398 (2012 IBC) 9/29/2013 20. All structures must comply with one of the following: 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. b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception #1 do not require additional seismic analysis. c. Structures not complying with (a) or (b) require additional engineering seismic analysis. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS REPORT. 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. 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. 24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER (PROJECTION OR WIDTH) SHALL BE LESS THAN 30' GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2012 AND LT01-2012 THRU LT03-2012.) 1. SEE GENERAL NOTE #3 FOR LIVE AND SNOW LOADS. 2. NOTE INTENTIONALLY LEFT BLANK. 3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST WITH TABLE L1 AND L2 ON SHEET M5. Page 3 of 66 C- 139 IVM 0 AL1 DEC 013 R - 8 3 n 28921 US Hwy 74 I !z015I. * i EXTERIOR HOME. PRODUCTS Romoland, CA 92585 CMP OCT 02 2013 NONE HNUME° GENERAL NOTES ENGINEERS STAMPJUATL ORq!W GN02-2012 sHE2 OF 2 LENGTH GTMIES �� OF PROJECTION MIN. LENOR MIN- & SEE SCHEDULE FFAS(ENERS PAN 1y0. OF 10 SM FASCIA HEADER NSTALL COLUMN VERTICAL ROVIDE 1 1/2' DRAIN AY PANEL OVERHANG 25% OF CLEARSPAN 2_PROVIDE MAXIMUM JCO 1 1/2 DRAIN nl MIN 3.5' CONCRETE SLAB REQ'D"� n M "d" "d" W/ CONSTRAINED FOOTINGS MULTISPAN ATTACHED WMLMEO STRUCTURE PATI❑ COVERS ARE LIMITED TO 12' HEIGHT. CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 15' HEIGHT. )CC ESR1398 (2012 IBC) 9/29/2013 E 0.25%FT, END FASCIA MIN. 7M�I�N ATTACHMENT TO MIN 4' CONCRETE SLAB V/D A FOOTING MAY 0 BE USED PERMITTED FERE SEESCHEDULE PROVIDE 1 1/2'�NCRETE SLAB DRAIN REQD W/ CONSTRAINED FOOTINGS ILE FOR E. SINGLE SPAN ATTACHED STRUCTURE I"EBIAR(RE- ATE SEE SCHEDULE FOR SIZE �T��• 0DETAIL AQ OR N29 ONLY ZHEADER DlTE186�fA7E STALL BTAM COLUMN VERTICALLY_ _ STLCOLTYP PROVIDE 1 1/2' d DRAIN MIN 3.5' CONCRETE SLAB REQ' •d W/ CONSTRAINED FOOTINGS MUL115PAN ATTACHED STRUCOIRE LJ ARIES. st` o M SEE SCHEDULE FOR POSTS. ALL POSTS TO BE 100 OF PROJECTION FASCIA INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM). CAAI END F CIA MULTISPAN FREESTANDING A�5 HEnADLLER MAX. (OVER PANEL UCTUR pQ`L S C'PC OVERHAppNC,I ��' �SOi�p .d MIN 3.5' CONCRETE SLAB REQ'D w SEE SCHEDULE FOR - W/ CONSTRAINED FOOTINGS FOOTING SIZE 'd' 'd' SINGLE SPAN ATraCHm STR MAX. O'HANG 25% OF POST SPACING SEE SCHEDULE FOR x DOF�C/j, POST SPACING - Fq� H MIN 3.5' CONCRETE SLAB REQ'D 3/8.0 X 9' REBAR W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY S INGLE=SPAN'FREESTANDING STRUCTURE.. r LENGTH VARIES \ FOR POST SIZE SEE POST SCHEDULESI A PANEL 'QRCMDF 1 MIN 3.5' CONCRETE SLA SLAB REQ`D •d-d�• W/ CONSTRAINED FOOTINGS PLACE 3/8'0 STL(RE-BAR) _ 25X POST SPACING —3/8'0 STEEL DAR (RE -BAR) SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY Page 4 of 66 OCT 02 2013 ENGINEERS STAMP '68139a 6-30-2015 * :j'—SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY s� rnn1 13 v rem�Amre Cl^e 28921 US Hwy 74 EXTERIOR HOME PRODUCTS ROmoland,CA92585 CMP 5117— DRAWING NONE OR PART SOLID PANEL STRUCTURAL NAME CONFIGURATIONS 4TEr OR PIART SHEET NUMBER SC01-2012 1 OF 2 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES n n'1A-v2"vA A24" Rafter fSinnie Snan1 n n32"Y2"vA A24" RaRar fRinnla Rnant Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C psi) in 115 130 115 120 10 24" 8'-T' 8'-7" 8'-7" 8'-7" LIVE 20" 10'-4" 10'-4" 1 10'-4" 10'-0" 20 16" 12'-9" 12'-8" 12'-0" 11'-4" LIVE 12" 15'-0" 14'-9" 13'-11" 13'-3" 20 24" 4'4" 4'-0" 4'4" 4'-0" LIVE 20" 5'-2" 5-2" V-2" V-2" 30 16" V-6" V-6" 6'-6" 6'-0" 12' 8'-7" 8'-7" 8'-7" 8'-7" 25 24" 4'-2" 4'-2" 4'-2" 4'-2" 20" 4'-11" CAI" 4'-11" 4'-11" 60 16" 6,-2" , 6'-2" 6'-2" 6'-2" 12" 8'-3" 8'-3" 8'-3'• 8'-3" 30 24" T-5' 3.5" .3'-5" T-5" 20" 4'-2" 4'-2" 4'-2" 4'-2" 16" T-2" 5-2" 5'-2" 5'-2" 12" 6'-10" V-10" V-10" 6'-10" 40 24" 2'-7" 2'-T' 2'-T' 2'-7" 20" 3'-1" T-1" 3'-1" T-1" 16" 3'-10" 3'-10" T-10" T-10" 12" 5'-2" 1 V-2" T-2" 5'-2" 60 24" 1'-9" 1'-9"V-911 3'-0" 1'-9" 20" 2'-1" 2'-1" 2'-1' 2'-1" 16'T-7" 4'5" 2'-7" .2'-7" 2'-7" 12" T-5" 3'-5" T-5" T-5" Ground Rafter Wind Speed and.Exposure Snow Load Spacing Exp B Exp C ps in 115 130 •115 120 10 24" 14,,8„ 14,-8„ 14,_2„ 13' -6 - LIVE 20" IVA" IVA' 15'-6" 14'-10" 20 16" 1r-11" 1T-11" 1T-4" 16'-6" LIVE 12' 20'-6" 20'-6" 19'-11" 19'-0" 20 24' 7'-5" T-5" T-5" 7'-5" LIVE 20" 8'-11" 8'-11" 8'-11" V-11" 30 16' 11'-1" I V-1" 11'-1" 11'-1" 12" 14'$" 14'-8" 14'-8" 14'-8" 25 24" r-1" T-1" 7'-1" r-1" 20" 8'-6" 8'S" 8'-6" 8'-6" 60 16" 10'-7" 10'-r' 10'-7" 10'-7' 12' 14'-0" 14'-0" 14'-0" 14'-0" 30 24" 5'-11" V-11" V-11" V-11" 20" T-1" T-1" r-1" TA" 16" 8'-10" 8'-10" 8'-10" 8'-10" 12" 11'-9" 11'-9" 11'-9" 11'-9" 40 24' 4'-5"" 4'-5" 4'-5" 4'-5" 20' S'� 5'-4" 5'-4" 5'-4" 16" 6'S" V-8" 6'S" 6'S" 12" V-10" V-10" V-10" 8'40" 60 24" 3'-0" T -O" 3'-0" T.0" 20' T -T' T -T' 3'-T' T-7" 16" 4'5" 4'-5" 4'-5" 4'-5" 12" LE11L 5'-11" T-11" T-11" n n2d"v2"vs A25" Rafter 1MuBisnan1 - 0 n32"x2"rB 625" Rafter fMultisnnnl Ground Rafter. - Wind Speed and Exposure . Snow Load Spacing Exp B Exp C ps in 115 1 130 115 120 10 24" 6'4' V-9" V-9" 6'-9" LIVE 20" 7'-9" r-9" 7'4" T-9" 20 16" 22'-1" 21'-8" 21'-0" 20'-5" LIVE 12" 11'-1". 11'-1" 11'-1" 11'-1" 20 24" T-10" T-10" 3'-10" 3'-10" LIVE 20" 4'S" 4'-6" 4'S" 4'-6" 30 16" 5'-5" T-5" 5'-5" 5'-5" 12" 6'-9" 6'-9" 6'-9" 6'-9" 25 24" 3'-8" 3'8" 3'S" T-8" 20' 4'-3" 4'-3" 4'-3" 4'-3" 60 16" 5'-2" 5'-2" 5'-2" 5'-2" 12" 6'S" 6'-6" 6'-15" 6-6- 30 24" 3,_1 T-1" T-1" 3'-1" 20" T-8" 3'-8" T-8" 3',8" 16" 4'-5" 4'-5" 4'-5" 4'S" 12" V-8" 5'S" 5'-8" 5'-8" 40 24" 2'-5" 2'-5" 2'5" Z-5- 20' T-10" 2'-10" 2'-10" 2'-10" 16" T-6" T-6" T-6" T-6" 12" 4'-5" 4'-5" 1 4'-5" 1 4'5" 60 24' V-7" T-7" 1'-7" 1'-7" 20" V-11" 1'-11, 1'-11" 1'-11" 16" 2'-5" 2'-5" 1 2!-5::.l2'.5- 6,_9„ 12* 3'-1" T-1" T-1" T-1" n n4n'.2"vA A2A' Raftor Minnia Cnan1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C ps (in) 115 130 115 120 10 24" 18'-2" 18'-2" 18'-2" 17'-7" LIVE 20' 19'-10" 19'-10" 19'-T' 16'-11" 20 16" 22'-1" 21'-8" 21'-0" 20'-5" LIVE 12" 25-3" 23'-8" 22'-11" 22'-3"- 20 24" 1 V-3" 11'-3" 11'-3" 111-3" LIVE 20" 13'5" 13'-5" 13'-5" 13'5" 30 16" 15'-10" 15'-10" 15'-10" 15'-10" 12" 18'-2" 18'-2" 18'-2" 18'-2" 25 24" 10'-8" 10'-8" 10'-8" 10'-8" 20" 12'-9„ 12.9 12'-9" 12,_9" 60 16" 15'-6" 15'-6" 15'5" 15'-6" 12' IT -9- 17'-9" 17'-9" 1T-9" 30 24" 8'-11" 8'-11" 8'-11" 8'-11" 20" 10'-8" 10%8" 10'-8" 10'-8" 16' 13'-4" 13'-4" 13'-4" 13'-4" 12' 16'-3" 16'-3" 16'-0" 16'-3" 40 24" 6'-9" 6'-9" V-9" V-9" 20" 8'-1" 8-1" 8•_1„ '_1„ 8'-J-- 16* 16" 10'-0" 10'-0" 10'-0" 10'-0" 12" 13'-4" 13'-4" 13'-4" 13'-4" 60 24" 4'-6" N-6" 4'-6" 4'-6" 20' S'-5" 5'-5" 5'-5" 5'-5" 16" 6,_9„ 6,_9„ 6,_9., 6,_9„ 12" 8•-11" 8'-11" 8'-11" 8'-11" n nd2'S VYA" Rafter fSinnla Cnan1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C ps in 115 130 115 120 10 36" 16'-1" 16'-1" 16'-1" 15-11" LIVE 32' 18'-1" 18'-1" 1T-9" 16'-11" 20 24" 21'-0" 21'-0" 20'-5" 19'-0" LIVE 16" 25'-4" 25'-4" 24'-9" 23'-8" 20 36' 8'-2" 8'-2" 8'-2" 8' -2 - LIVE 32' 9'-2" 9'-2" 9'-2" 9-2" 30 24" 12,_2" 12,_2" 12,_2" 12.2,• 16' 18•-1" 181_1" 181_1" 18•_1" 25 36" r-10" T-10" T-10" T-10" 32" 8'-9" 8'-9" 8'-9" 8'-9" 60 24' 11'-7" 11'-T' 11'-7" 11'-7" 16' 1r-3" 1T-3" 1r.9" 1T-3" 30 36" V-6" 6'-6" 6'S" 6'-0" 32" r-4" T-4" 7'-4' r-4" 24' 9._9" 9._9" 9,_9" 9.-0„ 16' 14'-5" 14'-5" 14'5" 14'-5" 40 36" 4'-11" 4'-11" 4'-11" 4'-11" 32" 5'S" 5'- 5'-6" 5'-6' 24" 7 4" 7'-4" 7' 4" 74" 16" 10'-11" 10'-11" 10'-11"110!-11"I 7'-0" 60 36" 3'-3" 3'-3" 3'-3" 3'-3" 32" 3'-8" 3',8- 'S" 3'-8" 3'S" 24" 4'-11 4'-11" 4'-11" 4'-11" 4'-11" 16' 7'-4" 7'-4" 7 4" 7' 4" 3"v'i" RnRar nn A" n1c IMT dBsnan nr SinnW Ground Rafter Wind Speed and Exposure Snow Load Gauge. Exp B Exp C s In 115 130 115 120 10 0.024" 12'-5" 12'5" 12'-5" 12'-5" LIVE 0.04D' 20'-2" 18'-5" 1T-10" 17'-3" 20 0.024' 8'-5" 8'-5" 8'-5" 8'-5" LIVE 0.040" 14'-10" 14'-10" 14'-10" 14'-10" 25 0.024" 8'-2" 8'-2" 8'-2" 8'-2" LIVE 0.040" 14'-6" 14'5" 14'-6" 14'-6" 30 0.024" T-4" 7'-4" TA- T-4" 0.040" 13'-1" 13'-1" 13'-1" 13'-1" 40 0.024' 6'-1" 6'-1' 6'-1" 6'-1" 0.040". 11'-2" 11'-2" 11'-2" 11'-2" 60 0.024" 4'S" 4'-8" 4'S" 4'S" 0.040' 8'-10" 8'-10" 8'-10" 8'-10" I AOL= 1.0 AM Amerimax Exterior Home Products 28921 US Hwy 74Romoland, CA 92585 TABLE 1.2 TABLEA.3 TABLE 1.4 NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN Carl Putnam, P. E. 0.040"x2"x6.625" Rafter. Multispan 0.042"x3"x8" Rafter Mullis an 3441 Ivylink Place Exposure Lynchburg', VA 24503 C cariputnam0comcast.net Ground ._. Rafter .Wind Speed and Ex Snow Load Spacing Exp B Exp s in 115 130 115 120 10 24" 10'-3" 10'-3" 10'-3" 10'-3" LIVE 20" 11'-7" 11'-7" 11'-7" 11'-7" 16" 13'-5" 13'5" 13'5" 13'-5" 12" 16'-0" 16'-0" 16'-0" 16'-0" 20 24" 6'-1" 6'-1" 6'-1" 6'-1" LIVE 20" T-0" 7'-0" 7'-0" T-0" 16" 8'-4" 8'-4" 8'-4" 8'-4" 12" 10'-3" 10'-3" 10'-3" 10'-3" 25 24" 5'-10" 5'-10" 5'-10" 5'-10" 20" 6'-9" 6'-9" 6'-9" 6'-9" 16" 8'-0" 8'-0" 8'-0" 8'-0" ]2" 9'-11" 9'-11" 9'-11" 9'-11" 30 24" 5'4" V-0" 5'-0" 5-0" 20" V-10" V-10" V-10" V-10" 16" 7'-0" 7'4" r-0" T-0" 12' 8'S" 8'S" 8'-8" 8'-8" 40 24' T-11" T-11" T-11" 3'-11" 20" 4'-7" 4'-7" 4'-7" 4'-T' 16" V-7" 5'-7" 5'-7" 5'-7" 12" r-0" T-0" T-0" 7'-0" 60 24" T-9" 2'-9" 2'-9" 2'-9" 20" T-3" T-3" Y-3" T-3" 16" 3'-11" T-11" T-11" T-11" 12" 5'-0" 5%0" 6-0" 5'-0" I AD= 1.0 ICC ESR1398 (2012 IBC) 9/29/2013 I ACLt ,. r -Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 24' 13'-9" 13'-9" 13'-9" 13'-9" LIVE 20" 15'-5" 15'-5" 15'-5" 15'-5" 16" 17'-9" 17'-9" 17'-9" 17'-9" 12' 20'-11" 20'-11" 20'-11" 20'-11" 20 24" 8'S" 8'-6" 8'S" 8'S" LIVE 20" 9._9,; 9,_9." 9,-9,. 9._9„ 16" 11'-4" 11'-4". 1V-4" 11'-4" 12" 13'-9" 13'-9" 13'-9" 13'-9" 25 24" 8'-2" 8'-2" 8'-2" 8'-2' 20" 9,-4„ 9.-4" 9-4" 9.4„ 16" 11'-0" 11'-0" 11'-0" 11'-0" 12" 13'-4" 13'-4" 13'-4" 13'-4" 30 24" 7'-1" 7'-1" 7'-1" 5'-8" 20" 8'-2" 8'-2" 8'-2" 8'-2" 16" g'-8" 9,_8" 9._8„ 9,5„ 12" 11'-10" 11'-10" 11'-10" 11'-10" 40 24" 5'-8" 5'-8" 5'-8" 5'-8" 20' 6'-T' 6'-7" V-7" V-7" 16" 7'-10" 7'-10" 7'-10" 7'-10" 12" 9,5„ 9.$,- 9,$" 9 -8" 60 24" 4'-0" 4'-0" 4'-0" T_v: 20" 4'-8" 4'S" 4'-8" 4'-8" 16" 5'S" 6-8" 5'-8" 5'-8" 12" 7'-1" 7'-1" 7'-1" 7'-1" I ABLt- 1.8 Page 6 of 66 Ground Rafter "Wind Speed and Exposure Snow Load Spacing Exp B Exp C (pso in 115 130 115 120 10 36" 11'-8" 11'-8" 11'-8" 11'-8" LIVE 32" 12'-8" 12'-8" 12'-8" 12'-8" 24" 15'-4" 164" '15'4" 15'-4" 16" 19'-8" 19'-8" 19'-8" 19'-8" 20 36" V-10" V-10" 6'-10" V-10" LIVE 32" 7'S" T-6" 7'S" 7'S" 24" 9'-5" 9'-5" 9,_5„ 9._5„ 16" 12'-8" 12'-8" 12'-8" 12'-8" 25 36" 6'-7" 6'-7" 6'-7" 6'-7" 32' 7'-3" 7'-3" T-3" 7'-3" 24" 9'-1" 9'-1" T-1" 9'-1" 16" 12'-2" 12'-2" 12'-2" 1 17-2" 30 36" 5'-8" 5'S" 6-8" 5'-8" 32" 6'4" 6'-3" 6'-3" 6'-3" 24" T-11" 7'-11" 7%11" 7'-11" 16' 10•_9" 10'-9" 10,_9•, 10,_9" 40 36" 4'-5" 4'-5" 4'-5" 4'-5" 32" 4'-10" 4'-10" 4'-10" 4'-10" 24" 6'-3" V-3" 6'-3" 6'-3" 16" 8'-8" 8'-8" 8'-8" 1 8'-8" 60 36" 3'-0" Y -O" 3'-0" T_v: 32" T-5" T-5" T-5" 3'5" 24" 4'-5" 4'-5" 4'-5" 4'-5" 16" 1 V-3" 6'-3" 6'-3" 6'-3" TABLE 1.9 681.39 s�a2o�5 DEC 05V01 Pu v� VP cm 8:.3 n �Ew OCT 02 2013 3'X8' ALUM HEADER p'P0� OVERHANG 3'X8' STEEL C F��Ip = MAX: RAFTER SPAN DOUBLE ALUM HEADER MULTISPAN FREESTANDING (CLEAR SPAN) DOUBLE STEEL C BEAM 'v w LATTICE STRUCTURE TWO OR MORE SPANS 31,SPAC 'x6.625'. 3'x8' OR 3'x3' ALUM. RAFTERS NG LATTICE OVERHANG 36' MAX MAX FOR 30 PSF SNOW MAXIMUM24' LOAD OR HIGHER OVERHANG SF6 IS 25% OF R��G�G �f PROVIDE 11/ DRAINONCRETE MIN 3.5' CONCRETE SLAB CLEARSPAN vys` P 'd TR TER OVERHANG = 25% POST w SEE DETAIL L3 31,SPAC NG 0 A. PROVIDE 11/ DRAINONCRETE MIN 3.5' CONCRETE SLAB CSLA W/CONSTRAINEDB vys` P 'd REQ'D W/ CONSTRAINED REQ'D FOOTINGS SEE SCHEDULE FOR -- – FOOTING SIZE 'd' 'd' FOOTINGS _ F� i ., AM .,- • --' '� a %-// �; ./ � X110 I `I `��!h –� _�� �=� — �f' � IIID •III I �.. � jI . � • a I��.- llle�I�ii�—���I�V.. TR TER OVERHANG = 25% POST w SEE DETAIL L3 31,SPAC NG 0 A. PROVIDE 11/ DRAINONCRETE MIN 3.5' CONCRETE SLAB CSLA W/CONSTRAINEDB vys` P 'd REQ'D W/ CONSTRAINED REQ'D FOOTINGS SEE SCHEDULE FOR -- – FOOTING SIZE 'd' 'd' FOOTINGS _ F� I O'HANG— MULTISPAN UNITS t' I PLACE 3/8' 4X 9" ; 139 REFER TO GENERAL aN r SPM ATT CHID CAMMM cMtrniSINGLE SPAN FREESTANDING J -' �TitCE STRUCTURE NOTE 22. y SEE SCHEDULE FOR SIZE * ' �D' 15 rL rL DETAIL L29 ONLY S'p 1V1- VERHANG TW .FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESR1398 (2012 IBC) 9/29/2013 Page 5 of 66 TRIBUTARY WIDTH (TW) DIAGRAM Of ESSlo* CAILW. a Pu _ F . D C 5 13 L m • g !1 o%roma I I 28921 US Hwy 74 I0`2 15 # EXTERIOR HOME PRODUCTS Romoland, CA 92585 CIV UMN . CMP CAL1F0�Sulu- UllAWING ALUMAWOOD STRUCTURAL NONE OR OCT 02 2013 CONFIGURATIONS DRAWING ENGINEERS STAMP DA N5Me SCO2-2012 SH�2 OF 2 I ATnrC rnVPR 11 A DnCT SCAI-IMYIQ PID GATIn AMn rAOMF0r1A1 rf%%=DB Mn GOAI 1M1Mn AGCA4 TABLE 2.5ch4d 16 Ga 3'x8' Steel C Beam (Detail L18) 12 Ga 39x8' Steel C Beam Detail L18) Double 12 Ga 3'x8' Steel C Detail 1-8 TABLE 251 16 Ga 3 x51* Steel C Beam (Detail 1.18 12 Ga 3'x8' Steel C Beam Detail L18) Double 12 Ga 3'x8' Steel C De1ai1 L8 E 27 Freestanding or 31 Sacred ShVe Freestanding or I E AttaC ad Freestanding or 92 st44 Freestanding or LIVE sr41e Freestanding Or 174' Si44 Freestanding or C 24 i asingle spm scne: Multlspan Units 27 spm suuc6ae Multispan Units 28 Structure Multispan Units 80 34'-10' Spm sbw ap Multispan Units 90 p- 54uc0ae MuBfspan Units 32 spm su-h p Multispan Units GROUND TRIS MAX POST MAX 24 24 MAX POST LENGTH MAX 28'4 E MAX POST LENOIH MAX 90 90 MAX POST LENGTH GROUND TRIH MAX POS MAX 8 MAX POST LENGTH MAX A MAX POST LENGTH MAX 26 25 MAX POST LENGTH SNOW WIDTH POST RECD POST MIN FOOTER 6 I 17 I 151 POST MIN FOOTER e' I 17 I 15' POST MIN Fo 11E. T I /7 I 15' SNOW WIDTH POST E POST MIN FOOTER 6 I 17 I 16 POST MIN FIpTER S I 17 I 151 POST MIN FOOTER T I 17 I 16' LOAD (Fr) SPACING FOR SPAG POST SUE CONSTRAINEDFOOTE SPACIN POS S12E CONSTRAINED FOOTS SPACING PO 92E CONSTRAINED FOO LOAD (Fi) SPACING FOR SPACIN POS 5� CONSTRAINED FOOTS SPAGNG POST SIZE CONSTRAINEDFOOTE SPACING 11 1 Sr[E CONSTRAINED FOOTS (PSF) 14'$" ON SLAB SLAB (Fr) TYPE 'd' 'd' 'd 'd' (Fn TYPE 'd' 'd" 'd' 'd" (FT) TYPE "d• 'd' 'd' 'd' (PSFI 32 ON SLAB SLAB (F -n E 'd' 'd' 'd' 'd (FT) TYPE 'd' 'd 'd' 'd' (F'L) 26 'd 'd 'd' . 'd' F 30 (Fn 30 28 31'-1" M) MI M) M) 33 33 CW (n) pn) Cn) 9 11" M) M) fn) M) D 25 (FT) 26 25 27-/7 fn) (n) Cn) ) 90 90 M) M) lin) Cn) 28 30.7' Enl fn) C) fn) 10 " 6 rn 131.TV nL A 20.1" C 24 25 2830-i" 27 90.1' E 27 27 31 90 36-0' E 29 29 92 92 LIVE 6.9 174' A 16-11' C 24 25 28 27 20-Y E 28 28 30 80 34'-10' E 90 30 32 32 7 6 11'4• A 17-170 D 24 24 27 20 28'4 E 28 28 90 90 34'-1' F 30 30 91 32 8 6.5 10.5A A 16'-11- D 26 25 27 25 2r.r E 29 29 30 20 SYS F 31 31 M 92 0 7 0$"A A 16'-1' D 25 25 27 28 28'$" E 28 20 90 29 97-9' F 31 91 31 32 10 7.5 0.1' A 16.4' D 25 25 26 25 2451 E 30 90 90 29 3Z-Z"F F 32 32 32 92 11 1 8 T$" A 14'$" 0 25 25 25 25 24'51 F 30 30 90 29 31'-7' F 32 92 32 91 22 &6 0-0'A A 14'-O' D 25 25 26 25 27-W F 30 30 30 28 31'-1" F 33 33 33 91 22 9 11" A 13'-0" D 25 25 26 25 27-/7 F 90 90 30 28 30.7' F 33 93 33 31 22 9.5 T-2' A 13'4' 0 26 20 26 24 2212' F 31 91 91 28 30'-T F S4 94 34 31 22 10 6.7 A 17$' 0 26 28 28 24 21'8- F 31 91 91 28 20.0' F 34 34 34 92 22 10.5 6'51A 51 A 17-1' D 26 26 26 24 20.17 F 31 31 31 28 204- F 35 35 35 32 22 11 T -T A 11'-T 0 26 20 28 24 20'3' 'F 31 91 31 27 2W-11" F 35 35 35 33 22 11.5 F-11' A 11'-1-D D 20 28 26 24 19'-9' F 31 91 31 27 208' F 95 35 35 33 12 S$" A 10-T D 28 20 26 24 103" F 31 31 31 27 251-T F 38 38 38 33 13 6-T A 0-10" D 28 28 28 26 IX -4" F 32 32 32 28 221-T' F 98 30 38 34 14 4'-17 A B'-1' D 28 26 26 2.S 121$" F 32 - 32 92 28 20-11' F 97 97 97 34 14 4'-6' A 8'-0' D 28 26 28 25 18'4' F 92 ffi 92 28 28'-s. G 98 98 9B 1 34 115 MPH EXPOSURE C a 190 MPH EXPOSURE 8 10 6 13'-T A 2R1- C 27 27 30 27 90.1' E 31 31 99 90 35'$' E 32J42, 27 35 92 LIVE ss 121.4" A 18'-11" C 27 27 90 27 29.21 E 31 91 93 80 36.17 E 99 28 34 32 7 0 11'4' A 121-17 D 27 27 '90. 20 28'4" E 32 32 33 90 34'-1' F 34 28 34 32 8 8.5 10'•51 A 18'-11" D 28 28 29 25 221.21 E 33 99 39 20 99'-5" F 35 29 35 92 0 7 9'51 A 18'•1- D 28 28 29 28 25'8' E 33 33 33 29 37-9' F 35 29 35 32 10 7.5 0.1' A 15'4' D 28 28 28 25 2S -S' E 93 93 93 29 512'-2" F 98 90 98 92 11 1 8 B'-0" A 14'$' D 28 28 28 25 24'$" F 94 94 94 29 91'-T F 9098 30 90 91 22 &5 e'-7 A 14'8' D 28 28 28 25 29'-0' F 94 94 94 28 91'-1" F 9797 31 Si 91 22 B 7'$' q 13'$" D 29 20 29 25 27-10' F 94 94 34 28 90-T F 98 31 98 31 22 '9.5 T -T A 19'-0" D 29 29 29 24 27.2- F 94 34 34 28 30'-T F 9898 91 31 31 22 10 0'$' A 17-0' D 29 20 -29 24 21'-0" F 35 -35 95 28 27-8" F 9999 32 32 92 22 10.5 6'51 A 12'-1" D 29 29 29 24 20-17 F 95 35 35 28 204' F 9999 32 32 32 22 11 8'-r A 11'-21 D 20 29 29 24 204' F 95 35 95 27 20.11" F 9939 93 93 33 22 11.5 5'•11- A 11'•1" D 29 29 29 24 191-9- F 95 35 35 27 28'-0' F 40 33 40 33 12 v -r A 10'-T 0 29 29 20 24 194' F 35 35 35 27 28'-2" F 4040 93 .13 33 13 S-21 A 9'-10' 0 29 29 29 26 16'4- F 36 98 96 28 221.21 F 414114 34 34 34 14 W-10' A 0'-1' 0 29 29 2B 2.S 121$"F F 38 38 98 28 28'-11" F 424215 14 34 34 I. 6$' A 8'-0' D 29 29 29 25 18'•9" F 98 36 628'-3' 28 20-0" G 4242 54 34 1 34 20 5 T-1- A 12'-1 t D 21 29 25 ' 27 27.1' F 25 26 29 90 90'-/- F 27 27 31 92 LIVE 5.5 81•5' A 17-1' D 21 22 25 27 20'-10' F 25 25 28 80 29'-Y F 28 28 90 32 7 0 &-11" A 11'•1" D 21 22 26 20 18'•7 F 25 25 28 90 221-4" F 28 28 30 32 8 6.5 6-5' A 10.3" D 21 22 24 25 1B'-17 F 25 25 2B 20 221-T F 29 29 90 92 0 7 6'•1' A B'-7" 0 21 21 24 28 18'-0" F 28 20 27 29 28•11" F 29 29 90 32 10 7.5 4'•9" A 81•11' D 21 21 24 25 1T-3" F 28 25 27 29 26'•3' F 30 90 90 92 11 1 8 4'-S- A 8'A- D 21 21 29 25 16'-0" F 28 26 27 29 25.9- 0 90 30 90 91 22 8.5 4'-2' A 7-11- D 21 21 23 25 15'-11- F 26 28 27 28 25'-9' G 91 31 Si 91 22 9 T-11" A 7-5' D 21 21 23 25 15'4" F 221 27 2T 28 24'-9' G 31 31 31 31 22 9.5 T$" A 7'-1' 0 21 21 29 24 18-10" F 27 27 21 28 24'4' G 91 91 31 31 22 10 V -r A e'-9' 0 21 21 23 24 14'4' F 27 27 27 28 23*-lV G 32 32 32 92 22 10.5 314" A 0.51 D 21 21 22 24 13'•17 F 27 27 7r 28 2 rl. G 32 32 32 32 22 11 7•2' A 6'-1' 0 21 21 22 24 13'5" F 27 27 27 27 23•21 G 33 93 93 33 22 1151 T-1" A 6-17 D 21 21 22 24 131•1' F 27 27 27 27 2Y-0' G 33 33 33 33 12 7.11- A F-7- D 21 21 23 24 175- F 27 27 21 27 273' G 93 93 93 33 13 71' A F-2" D 21 21 23 26 17-0' F .28 28 28 28 21'51- G 34 34 34 34 14 7-0' A P•10' D 21 21 23 2.S 1 VS F 28 28 28 28 20'-0' G 34 14 34 34 I. 7-0' A 4'$' D 21 21 24 25 10•11' F 28 28 20 28 20-0" G 34 54 34 1 34 ICC ESR1398 (2012 IBC) 9/29/2013 30 115 MPH EXPOSURE B 1014" E 22 24 27 29 174" F 26 27 90 32 26'4" F 29 29 92 34 30 5 4'•10' A 10-0" E 1D 22 25 28 19'4' F 24 25 28 29 26'3• F 23 27 90 91 7 5.5 4'4A A 9'-0'E E 10 21 24 28 18'-Y F 24 25 27 20 25151' G 27 27 29 31 8 6 4'4' A W-11' E 10 21 24 25 1TS F 24 24 27 29 24'-0' G 27 27 29 91 0 6.5 TS A T -Y E 19 21 23 25 1615" F 24 24 27 X20 24'-0" G 28 28 29 91 10 7 TS' A T-0' E 19 20 23 25 ISS F 25 25 27 28 23'51 G 28 26 29 91 11 1 74 T -Y A T-2' E 19 20 23 24 14'-11' F 25 25 28 28 2Z-11' G 29 29 20 91 22 e T4' A 61A' E 10 20 29 24 14'4 F 26 25 25 28 2ZS G 29 29 20 90 22 45 2-10' A 8'A" E 19 20 22 24 131-7 F 25 25 28 28 22W G 20 29 29 30 22 B 751 A e'-0" E 10 19 22 24 1T -r F 25 25 28 27 21'•21 G 90 90 SO 90 22 D.5 7$' A S-0' E 10 iB 22 24 17-0' F 25 25 25 T G 90 90 90 90 22 10 251 A .751 E t9 19 22 24 1TA' F 2S 26 28 27 205' G 95 95 9b 95 22 10.5 T-9' A S -Y E 19 20 22 24 11'-11' F 2611 29 29 28 L G 35 95 95 35 22 11.5 T -T A 4'-11' E 19 20 22 24 11'-T F 2811.5 29 29 29 19'•17 D 95 95 -95 93 T-1' A 4'-0" E 10 20 22 24 11'4' F 28 G 91 J7 91 91 11 S MPH EXPOSURE C ar 13D MPH EXPOSURE B 30 5 4'-17 A 1014" E 22 24 27 29 174" F 26 27 90 32 26'4" F 29 29 92 34 6 6.6 4'4" A 0.9' E 22 23 25 28 18'-T F 27 27 90 32 255' G 90 90 32 34 7 B 4'-0' A B'-11" E 22 29 28 28 121-3" F 27 27 29 91 244' G 91 31 32 34 8 8.5 9'-T A 213" E 22 23 25 27 16'5" F 27 27 29 31 24'-0" G 91 91 92 34 0 7 3'5' A T-0" E 22 22 25 27 15'-0' F 28 28 29 31 23'5' G 92 32 92 34 10 7.5 21.2' A T-2" E 22 22 25 27 INA I, F 28 28 29 31 27-121 G 32 32 32 33 11 1 8 3'-0' A e'-7 E 22 22 25 26 14'4' F 28 28 28 90 22'4' G 99 93 93 93 22 8.5 2'-10• A 64' E 22 22 24 26 19•7 F 28 28 28 90 27.7 G 33 93 33 33 22 B 2'-8' A e'-0' E 22 22 24 26 19'3' F 28 28 28 90 21'•21 G 33 93 99 513 22 9.5 2'-0" A 6-8' E 22 22 24 26 12'-0" F 20 29 29 90 21'•21 G 94 34 94 94 22 10 Z5" A W -W E 22 '22 24 28 174- F 29 29 28 29 20'-10' G 94 34 94 34 22 1051 73" A 6'-7' E 22 22 24 26 11'-11' F 29 29 29 29 205' G 95 95 9b 95 22 11 T -T A 4'-11• E 22 22 24 26 11'-T F 29 29 29 28 TO' -T G 35 95 95 35 22 11.5 7-1" A B-0' E 22 22 25 26 11'3' F 29 29 29 29 19'•17 D 95 95 -95 93 30 mrn 5 eArwune 4--10' n A 10'-S' E 20 .22 25 27 10'4' - F 5.6 4'A' A 9'-9" E 20 22 25 26 18'-T F 6 4'-0' A 8'-11' E 20 22 24 28 1213' F 6.5 T -W A W.5" E 20 21 24 26 18'5" F 7 3'S' A 214' E 20 21 24 25 15'48' F 7.6 3'-2' A 7'-2' E 20 21 23 25 14'-71" F 8 V-0' A aAr E 20 20 23 25 14'4' F 8.5 7-10- A e'4' E 20 20 23 24 13'-91 F 0 7-0" A 0'-0" E 20 20 23 24 121-3' F 0.5 7-0' A 51-0' E 20 20 22 24 17.01 F 10 2'-5- A V-51 E 20 20 22 24 174" F 10.5 Z-3' A 5'-T E 20 20 23 24 11'-11' F 11 1 Y-2' I A 4'-11' E 1 20 20 23 26 11'-T F 20 MPH EXPOSURE C ar 140 MPH EXPOSURE B 5 4'-10' A 10'3- E 22 24 27 29 10'4' F 5.5 14" A D'-9' E 22 24 27 29 10'-T F 6 4'-0' A 8'-11" E 22 23 26 28 174" F 0.5 T-0" A 6-3' E 22 29 26 28 18'-5- F 7 9'•5" A T-8' E 22 23 28 28 1514' F 7.5 T-2' A 7'-2" E 22 22 25 27 1P-11" F 8 T-0' A 6'-9- E 22 22 25 27 14'4' F 8.5 7-10' A W-4- E 22 22 25 27 19'-9' F 9 2'-0' A 8'-0' E 22 22 25 26 173' F 9.5 7-0' A 64" E 22 22 24 20 17.9' F 10 251 A SS' E 22 22 24 26 17-41 F 10.5 2-3' A 5'•21 E 22 22 25 27 11'-11" F 11 7.21 A 4'-11' E 22 22 25 27 11'-T F Page 12 of 66 24 25 28 30 28'-3' F 27 27 90 32 25 25 28 90 25'S G 27 21 90 92 25 25 28 29 24'5- G 28 28 30 92 25 26 27 29 24'-W G 2B 26 30 32 25 25 27 29 2351 G 29 20 30 91 20 26 r 29 2Z-11' G 29 29 29 91 26 28 27 28 2Z5' G 90 90 30 31 26 26 26 28 22'-0' D 30 30 30 91 26 28 28 2821'-21 G 31 31 91 91 20 26 26 28 21'•21 G 31 91 31 31 26 26 28 28 20'-17 G 31 91 91 91 26 26 26 27 20$' G 32 32 32 32 27 28 31 99 28 28 30 32 28 26 30 32 28 28 30 32 .C1 28 26 30 31 29 20 B 31 U 29 20 31 J 29 2 20 2 29 , 4 E-Sf 'STOW a Tk 30 30 90 90 iy 90 30 D C 681.39 *_ 6 3D 2015 0 ST9T CG DEC 2013 2013 1 AT nre rnuPQ 9 n DnC CDArI-C - DATIn Awn rn.461CDr1Al -C- .v.ee..0 u 1 ' 2.1 0.042'x3"x8" Box BeamnLl) Double 0.042'x3"x8' (Detail L12) Double 0.04052x6.625' Detail 1-12) TABLE21 0.042"x3"x81 Box Beam Detail Lt Double 0.042x3N8" (Detail L12) Double 0.04052"x6.625' (Detail L12TABLE 23 Auhd shlple ing Or 29 Abachd stnple Freestanding or /8 Attached Freestanding or 25 Awh.d shv. Freestanding or 11'-10" Atthed Slnpte Freestanding or 10d' Aaand sinyla Freestanding or 24 25 span structure Units 8 span suucturo Multispan Units 28 Structure Muldspan Units 13'-T B sp■n stnmhne Mullispan Units 20 span slruct- Multispan Units LIVE span su.,h- Multispan Units GROUND TRIG MAX POST MAX 25 20 T LENGTH MAX 21 MAX POST LENGTH MAX 28 17.6' MAX Po9T LENGTH GROUND TRIG MAX POST MAX 4 F-11' MAX POST LENO7H MAX A MAX POST LENGTH MAX 24 20 MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTF1i' I 17 POST MIN FOOTER 5 I 17 I 17 POST MIN FooTF+ 6 I 10 I 1Y SNOW WIDTH POST REO' PoST MIN FOOTER8'I 10' I 17 POST MIN FOOTER 6 I to' I 17 POST MIN FOOTER 8' I tD' I 17 LOAD (FT) SPACING FOR SPACIN POST SIZE ED FOOT SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTE LOAD (FT) SPACING FOR SPACIN PO SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS SPACING O SIZE CONSTRAINED FOOTS(PSF) B 20 ON SLAB SLAB (FT) TYP£ "C 'd' (FT) TYPE 'C 'C 'd' 'd' (FT) TYPE 'd' 'C 'C 'C (PSF) 25 ON SLAB SLAB (FT) TYPE 'C 'C 'C 'C (FT) TYPE 'C 'd' 'C 'd' (FT) TYP 'd' 'C 'd' 'CiFT) 24 2S 27 9'-4' 0 22 M) ) (in) 25 25 fn) (W PN (n) 6'-5' A M) (in) M) pn) 20 21 (FT) 24 Ya0' D On) (in) I faI) I (in) 25 26 (ln) (in) I M) I M) D 22 fn) On) 1 (m) 1 On)' 25 115 MPH t FQ5uHE C m 130 MPH EXPOSURE 9 22 23 24 14'-10" D 18 23 25 2013-3" 29 B /8 22 23 25 20 3 11'-10" A 10d' A 18 ' 24 25 27 1S-2" 8 21 28 27 29 13'-T B 20 24 20 27 LIVE 3.5 10-r A 0-S A 19 23 25 20 14'-0" B 21 25 27 28 17.6' 8 20 24 25 27 26 4 F-11' A 8'-e' A 19 23 24 20 IT -W C 22 25 2a 28 11'-S' B 21 23 25 28 26 4.5 7'-11" A T-1" B 19 22 24 25 17.2' C 22 24 28 27 10'-11" B 21 23 25 26 26 5 T-1' A T-7' B 19 22 24 25 111-8' D 22 24 20 77 td -0- C 22 23 24 25 25 5.5 0'•5' A T-1' B 20 22 23 25 10'-10' D 23 24 25 27 9'•10' C 22 23 24 25 25 8 5.11- A 6'-8' B 20 22 23 25 101A' D 23 24 2S 27 9'-4' 0 22 22 24 25 25 6.5 6'-5' A 5-0" B 20 21 23 24 Ya0' D 23 23 25 26 8'-11" D 22 22 24 25 25 7 5.1" A 81-0' B 20 21 23 24 9'-6' D 23 23 25 26 8'-T D 23 23 23 25 24 7.6 44' A S-0' B 20 21 23 24 0-11 D 24 24 25 20 el -r D 23 23 23 25 24 8 4'S" A w -e" B 20 21 22 24 6.8' 0 24 24 24 26 T-11' D 23 23 23 24 24 8.6 4'-2' A SJ' B 21 21 22 24 W-61 0 24 24 24 20 T-8' D 23 23 23 24 24 9 7-11" A 5'-01 S 21 21 22 24 8'-1' D 24 24 24 25 7'-6" O 23 23 29 24 24 9.6 5.9" A 4'-10' B 21 21 22 24 T-10' E 24 24 24 25 T-7 D 24 24 24 24 24 10 Sfi' A 4'-0' B 21 21 23 24 T-7' E 24 2424 25 6'-11' 0 24 24 24 24 51 T-7 A 4'4' B 21 21 23 24 T-1" E 25 25 25 25 V.r 1 0 24 1 24 1 24 24 115 MPH EXPOSURES 25 3 0.7' A 10.1' a 10 22 23 24 14'-10" D 18 23 25 2013-3" 29 B /8 22 23 25 27 SS e'-2" A 0.2' B 10 21 23 24 13'-8' D 19 23 24 28 17.3" C 18 22 23 24 20 4 T -r A F-5' 8 17 21 22 23 12'-e' 0 19 23 24 25 11'•S D 18 21 23 24 26 4.5 6.4' A T-10" B 17 21 22 23 11'-10' D 19 22 24 25 101-1 D 19 21 22 24 26 5 5'-0" A T4' B 17 20 22 23 111.7 D 20 22 23 25 10-1' D 19 21 M 23 26 5.5 5-21 A e'-11- B 17 20 21 23 . 10-T D 20 22 23 24 0•T D 19 21 22 23 25 0 4'-91 A V -r B 17 20 21 22 101•1' E 20 22 23 24 9'-1' D 20 20 22 23 25 6.5 4'S' A 5-r C 10 20 21 22 0-T E 20 21 23 24 e'-8' D 20 20 22 23 25 7 4'-1' A S-10' C 10 10 21 22 9'•2' E 21 21 23 24 8'•4' D 20 20 2/ 23 25 7.5 T-10' A S -T C 18 19 21 22 8'-10' E 21 21 22 24 8'-0' E 20 20 21 22 24 0 3'-7" A 6-0' C 18 19 20 22 8'S' E 21 21 22 23 T19' E 20 20 2122 23 24 8.5 9'-4' A 5.1' C 18 19 20 21 8'-r E 21 21 22 23 r-ar E 20 20 21 22 24 0 T -r A 4'-10' C 18 19 20 22 T-10' E 21 21 22 23 T -r E 21 21 21 22 24 9.5 1 T -O' I A I 4'-8' I D 1 18 1 19 1 21 1 22 T-7' E 21 21 1 22 23 TQ E 21 21 21 22 115 MPH EXPOSURE C a, 130 MPH EXPOSURE 8 25 3 0-T A 10-1' B 10 24 25 20 14'-17- 0 20 20 27 29 IT -T B 20 24 25 27 3 3.5 6-7 A 9•-2' B 18 23 25 20 13'-8' 0 21 20 27 28 12'-W C 20 24 26 20 9.6 4 r -r A 6.5' B 19 29 24 25 17-8' D 21 25 20 28 11'-5' D 21 23 25 26 4 4.5 8'-4' A T-10' B 19 22 24 23 11'-10' D 22 24 26 27 10'-r D 21 23 24 26 4.5 5 T -C A r4' B 19 22 24 25 11'-r D 22 24 20 27 100' D 21 23 24 26 5 5.5 5.2' A 9'-11' B 19 22 23 25 10-T D 22 24 25 27 0.T D 22 22 24 25 5.5 0 4'-0' A V -s" 8 20 22 23 24 10-C E 23 24 25 2e 4-1' D 22 22 24 25 B 6.5 4'1' A e' -r C 20 21 29 24 0-T E 23 23 26 20 5-0' 0 22 72 23 25 0.5 7 4'-1' A 5'-1(r C 20 21 23 24 9'-7 E 23 23 25 2a 6.4' D 22 22 23 25 7 7.5 T-101 A S -T C 20 21 22 24 F-10' E 29 23 24 26 SA" E 23 29 23 24 7.5 0 T -r A 5'-4' C 20 21 22 24 8'-5' E 24 24 24 20 r.v E 23 23 23 24 8 8.6 14' A 51-1' C 20 21 22 23 6-r E 24 24 24 25 r w E 23 23 23 24 8.5 9 T-7 A W-10' C 20 21 22 24 7.10' E 24 24 24 25 T -r E 23 23 23 24 DM 9.5 T-0' A 4'd' D 20 21 22 24 T -T E 24 24 24 25 T-7 E 23 23 23 24 10 7-10' A 4'4' D 27 21 29 24 7'X E 24 24 24 25 5-0' E 24 24 24 24 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 22 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1 60 115 MPH EXPOSURE B T-101 C 16 21 29 24 9-T E 17 23 25 25 6'-4' D 17 22 23 25 00 3 4'-1' A 5'-10' C 13 19 21 22 9'-2' E 10 21 23 24 8'-6' D 15 20 21 23 0' 9.6 3'-0' A S-3' C 14 19 20 22 8'-4' E 10 21 22 23 7'-T' E 15 20 21 22 T 4 7-0' A 4'-P D 14 10 20 21 T-8' E 10 20 22 23 T-1' E 18 19 21 22 4.5 7.8' A V-4* D 14 18 20 21 T-1' E 16 20 21 23 6'-T E 18 10 20 22 5 7.5' A 4'-0' 0 14 18 19 21 6•T E 17 20 21 22 6'-7 E 18 19 20 21 5.5 7-7 A 5-0" D 14 18 19 20 6-r E 17 20 21 22 5'-9' E 16 19 20 21 B 2-0' A 3'S D 14 18 19 20 5'-1a, F 17 19 21 22 5-0' E 18 19 20 21 0.5 1'-10' A 3'-2' D 14 18 19 21 S-0- F 17 19 21 22 T-2' E 17 18 20 21 7 V -0'A T -O" D 14 19 20 21 5-r F 17 19 20 22 4'-11' E 17 10- 20 21 7.5 1'-T A 7.10" D 14 /8 20 21 S-0' F 17 19 20 21 4'-8' 1 F 17 18 20 21 8 -0 11.6" A Z-8" 0 14 19 20 21 4'-9' F 17 19 20 21 w4r F 17 10 20 21 8.5 1'-5' A 7-0' D 14 10 20 21 4'4' F 17 19 20 21 4'i' F 17 10 2D 21 DM CYDn 41IQF (: nr 11n MDH FYP(1Sl1RF R 60 3 4'-1- A T-101 C 16 21 29 24 9-T E 17 23 25 25 6'-4' D 17 22 23 25 S' 3.6 31-e' A V-3' C 15 21 22 24 8'4' E 18 23 24 25 T -r E 17 21 23 24 0' 4 3'-0' A 4'-0' D 16 20 22 23 T -W E 18 22 24 25 T-1' E 18 21 23 24 T 4.5 7-e" A W41" D Is 20 21 23 T-1' E 18 22 29 25 8'-7- E 18 21 22 24 5 7S A 4'-0' 0 18 20 21 23 8'-7" E 19 22 29 24 0'-21 E 18 21 22 23 5.6 2'-r A 3'•8' D 15 19 21 22 6'-r E 19 21 23 24 5'-9' E 18 20 22 23 a7.0' A 3'S" D 15 19 21 22 5-17F 10 21 23 24 S-8' E 19 20 22 23 6.5 11.10' A V-2'0 10 20 21 22 5'-07 F 19 21 22 24 6'-2' E 19 20 21 23 7 1 T-9' I A I 3'-0- I D 1 10 1 20 1 21 1 23 11 5'-3' 1 F 1 19 21 1 22 1 24 11 V-11' I E 1 19 1 20 1 21 1 23 OVER- HANG Post Description Max POST Detail Hgt Code TABLE 22 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' B L1 FT) 8' 9' 10 11' 17 IT 14' 16 16' 1T 16 19' 20 21' 27 0' 4' 4.5' S' S.S V 8.5 T 7.5 6 8.5 0 9.5 10 10.5' 11' 1' 4.5 5' 5.5' 6 8.5 T 7.5 r S.F. 9' 9.5 10 10.5 11' 11.5 Y V 5.5' 0' 6.5 r 7.5' a' 8.51 9' 9.5' 10 10.5 it' 11.5 17 3' S.6' 8' 6.5' T 7.6 S 8.5 7 9.5' 10 10.5' 11' 11.6' 17 12.5 4' 6 8.6 T 7.5' S' 8.5 P 9.5 10 10.5 11' 11.5 17 12.5 13' 5' 1 BS' T 7.5 r B.S P 9.5 to, 10.6' 11' 11.6 17 12.5' 15 79.5 TABLE 2.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail Hgt Code 0.0425x3"x8" Aluminum Post 10' B L1 0.024Sx35x3'PWv ith Sideplat 11' B L24 Clover 0.0305x35x3" Alum 11' C L11 Clover 0.0405x35x3' Alum 11' D L11 Colonial 0.062" Extruded 12' E AE 0.0415x35x3" Steel Clover 11' F 1-11 0.0415x35x3" Steel Clover 1 8' 1 111 3/16"x35x3' Steel Square I 15' H L21 3/16'x3'x3" Steel Square 1 12 1 L21 3/16"x4"x4"Steel Square 1 15' J L21 3116"x5"x5" Steel Square 1 15-1 K L21 TABLE 2A Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POST Code Detail 0.041'x35x3" Steel Clover d= 20" 9' B 1-11 0.0415x35x3' Steel Clover d= 21' 8' B I L11 3/16"x35x3' Steel Square d= 30" 12' C I L21 3/165xWxW Steel Square d= 32" 8' F L21 3/16"x35x3" Steel S uare d= 35" 15' F L21 3/165(35x3" Steel Square d= 37" 17 E L21 3/16'x45x4' Steel Square d= 41' 16 G L21 3)16"x5"x57 Steel Square 0= 46" 15' 1 L21 0. r M OINULC OrAN A l l AUI'Iry UNl l UOC 1 nC rUO I OI'1UVVN IN TABLE 2.1 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amertmax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 28921 US Hwy 74 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (1-1429). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MIscS Carl Putnam, P. E FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THE11 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cariputnam(d)comcastnel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USETABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 11 of 66 OCT 02 2013 'LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND AREA! 16 Ga 3"x8' Steel C Beam Detail L18 TABLE 2.5 Attached slrl(pe Freestanding or 12 Ga 3'x8" Steel C Beam Detail L18) Double 12 Ga 3'x8' Steel C Detail L8 TABLE 2.5 16 Ga 3'x8' Steel C Beam (Detail L18) 12 Ga 3'X8' Steel C Beam (Detail L18) Double 12 Ga 3'x8' Steel C Detail L8) F Attached single Freestanding or 28 Attached Freestanding or F Attached single Freestanding or 30 Attached Single Freestanding or 5 Attached single Freestanding or span sWchaa MulUspan Units D seen struchwe Multispan Units 28 Structure Multispan Units F 28 span su-t" I Multispan Units 33 seen Structure Multispan Units 31 span st-hae Multispan Units GROUND TRIG MAX POST MAX A MAX POST LENGTH MAX 23 24 MAX POST LENGTH MAX 20'-10' F MAX POST LENGTH GROUND TRIB MAX POST MAX 31 31 MAX POST LENGTH MAX 34 B MAX POST LENGTH MAX 11'-1' D MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER 6 I 17 I 15' POST MIN FOOTER 6 I 17 I 161 POST MIN FOOTER S I 17 I 15 SNOW WIDTH POST REQ' POST MIN FOOTER 6 I 12 I IS POST MIN FOOTFA 6 I 17 I 161 POST MIN FOOTER 6 I 17 I 15' LOAD (FT) SPACING FOR SPACINGPOST I SME CONSTRAINED FOOTE SPACINGPOS 34 S12E CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOO LOAD (FT) SPACING FOR SPACI POS SIZE CONSTRAINED FOOTS SPACINGPOST 26.11' SIZE CONSTRAINED FOO SPACING S SME CONSTRAINED FOOTS (PSF) 4'-9' ON SLAB SLAB (FT) TYPE -d 'd 'd -d (FT) TYPE 'd "d -d' -d (FT) TYPE 'd -d- 'd 'd (PSF) 26'-3' ON SLAB SLAB (Fr) TYPE 'd -d- I -d- I 'd (F7) TYPE 'd -d 'd I -d' (FT) TYP 'd •d' 'd 'd' 27 181-" (FT) 29 (in) (in) (m) C) 31 2S`4r Pn) M/ On) fn) 34 34 fml On) (in) (In) 8.5 N-2" (FT) 7'-11' 0 23 M/ On) Cm) (In) 27 15.11' MI (in) (81) (m) 30 30 Ont (I.) On) (In) 2S 115 MPH EXr't KS G v 130 MPH EXPOSURE B 23 25 27 21'4" F 24 25 28 30 2T-10' F 27 27 30 32 20 5 T-1" A 17.11" D 23 25 28 30 27.1' F 28 2B 31 33 30'-1' F 31 31 33 35 LIVE 5.5 0'61' A 17-1' 0 23 24 27 29 20'-10' F 28 28 31 13 2g' -Y F 31 31 33 3S 34 B 5-11' A 11'-1' D 23 24 27 20 19'-9" F 28 28 30 32 264- F 32 32 33 35 34 5.5 6-51 A 101.3" D 23 24 27 28 16-10" F 29 29 10 32 2T -r F 33 33 33 35 34 7 5'-1" A 9'-r 0 23 23 28 25 16-0- F 29 29 30 32 26.11' F 33 33 33 35 34 7.5 4'-9' A V-11" D 23 23 28 28 1r-3' F 29 29 29 31 26'-3' F 34 34 34 34 34 8 4'S' A 8'4' D 23 23 28 27 181-" F 29 29 29 31 2S`4r G 34 34 34 34 34 8.5 N-2" A 7'-11' 0 23 23 25 27 15.11' F 30 30 30 31 261-' G 35 35 35 35 34 9 3'-11' A TS' D 23 23 25 27 15'4' F 30 30 30 31 24'-r G 35 35 35 35 3S 9.5 5'-r A T-1' D 23 23 25 27 14'-10' F - 30 30 '30 30 244' G 35 as 35 35 35 10 761 A e' -V D 23 23 25 25 14'4- F 30 30 30 30 23'-11" G 38 38 38 38 35 10.5 $'4' A 6161 D 23 23 24 28 13'•17 F 30 30 30, 10 23'-81 G 38 36 38 38 38 11 7-Y A 8'-1' D 23 23 24 28 13'61' F 31 31 31 31 23'-2* G 37 37 37 37 38 1161 $'-1- A S-17 D 24 24 25 26 13'-1' F 31 31 31 31 275' G 37 37 37 37 38 12 2=11' A 5'.r D 24 24 25 27 17.81 F - 31 31 31 31 2Z-9' G 37 37 37 37 13 T-- A I 5'-Y i D 1 24 1 24 1 25 1 27 1Z-0' F 1 31 1 31 1 31 1 31 If 21'5' 1 O 1 38 1 38 1 38 t 38 115 MPH EXPOSURE B 2S 5 6'-B' A 17-' E 20 23 25 27 21'4" F 24 25 28 30 2T-10' F 27 27 30 32 35 5.5 6-Y A I i, -r E 21 22 25 27 27.3" F 25 25 26 30 2r -W F 27 27 30 32 35 e 4..r A 16-r E 21 22 25 26 16.3' F 2525 28 28 20 28'61"F 26'r 25 28 30 31 34 6.5 61 4'" A e'-17 E 21 21 24 - 28 164- F 25 .25 27 29 2V-0" G 28 28 29 31 34 7 41•1" A a -i' E 21, 21 24 25 - ITS F 25 25 27 29 24'-11"- 0 29 29 29 31 34 7.S 31•17 A 66' E 21 21 23 23 161.8' F 26 28 27 29 24'4' G 20 20 29 St 34 B 31-r' A 6.0" E 21 21 23 25 181•1" F 28 28 27 28 23'-10' G 30 30 30 31 34 8.S 54"- A r6" E 21 21 23 25 1615" F 28 26 26 28 234" G 30 30. 30 - 31 34 9 3'•Y A T-1' E 21 21 23 24 14'•17 F 28 25' 26 28 27.11' G 30 30 30 31 34 9.5 3'-0' A 6'-0" E 21_ 21 23 24 14'4' F 28 25 25 26 275' G 31 31 - 31 31 3S 10 2'-10" A 6'61 E 21 21 22 24 16.11' F 27 27 27 2B 27-1' G 31 31 31 611 35 10.5 2'6" A e'-1" E 21 21 22 24 1561 F 27 27 27 27 21'-0' G 31 31 31 31 35 11 7-r A 5.10' E 21 21 22 24 156" F 27 27 27 27 21'•5' G 32 32 32 32 38 11.5 76' 1 A I F-7- I E 21 1 21 1 22 1 24 126" F 1 27 27 27 27 21'•1" G 32 32 32 32 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 25 5 516' A IZ6' E 23 25 28 29 21'-' F 27 28 31 33 2r-10- F 30 30 33 35 31-T 5.5 5-Y A 11'-7- E 23 24 27 29 20'-3' F 28 28 31 32 2r4" F 31 31 33 35 A 0 4'-r A 10'-7- E 23 24 27 29 19'-3- F 28 28 30 32 26'r F 31 31 32 34 4'-r 0.5 4'-W A 9'•17 E 23 23 26 28 164- F 28 28 30 32 25-" G 32 32 32 34 E 7 4'-1' A 6.1- E 23 21 28 28 1T -r F 29 29 30 31 24'-11" G 32 32 32 34 24 7.5 3117 A 816" E 23 23 29 27 161-r F 29 29 29 31 264- G 33 33 33 34 8 8 3'-r A 81-' E 23 23 25 27 18'-1" F 29 29 29 31 25-17 G 33 33 33 34 8.6 8.5 54" A 7'6' E 23 23 25 27 16.5 F 29 29 29 31 23'4' O 34 34 34 34 B 9 3'-7 A T-1' E 23 23 25 27 14'-17 F 30 30 30 30 2Z-111 O 34 34 34 34 0.5 3'4' A 614' E 23 Z3 25 26 14'4' F 30 3D 30 30 276' G 35 35 35 3S 10 Z•1r A 8'61 E 23 23 24 28 13'-11- F 30 30 30 30 2Z-1' O 35 35 35 35 10.5 2-' A 8'-1' E 23 23 24 28 15-5 F 30 30 30 30 21'6' O 35 35 35 35 11 7-r A 5-17 E 23 23 24 26 154- F 30 30 30 30 21'61 G 38 35 38 38 11.5 Z -r A 5'-7' E 23 23 25 2e 12'6- F 30 30 30 30 21'-1" G 35 36 38 38 124 7' L A 64' E 23 23 25 27 11 F 31 31 31 31 2a -10r 0 36 38 38 38 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 22 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.5 ICC ESR1398 (2012 IBC) 9/29/2013 21 115 MPH EXPOSURE 5 F 20 23 40 5 5-7' A 6-Y E 15 F 5.5 5-3' A r-' E 18 22 5 31-T A e' -r E 18 12'61 8.5 7-r A 6'-' E 18 19 7 7-r A 5.17 E 18 23 7.5 761 A SS E 18 F 8 z-- A T-1' E 18 22 w 8.5 7-1" A 4'-10' E 18 27 9 76' A 4'-r E 18 24 9.5 V-11- A 4'4' E 18 28 10 1'-9' A 4'-1' E 18 16-r 1061 11-8' A 5.11' E 18 upwl 21 23 25 161-1 F 20 23 25 15-3" F 20 23 24 W -r F 20 22 24 13'-8' F 19 22 24 13'-7 F 19 22 23 12'61 F 19 27 23 11'-1 t' F 19 21 23 t 1'61 F t9 22 23 27 21'-' 19 22 23 76-r F 19 22 24 17-Y F 20 u9p 22 w 24 28 30 22 24 27 28 23'-17 G 25 26 ' 29 31 22 24 28 28 23'-1' G 26 26 29 31 - 23 23 26 28 2215" G 28 25 29 30 23 23 28 27 21'-10' G 27 27 28 30 23 23 2e 27 21'-' G 27 27 28 30 23 23 25 27 26.10' G 28 28 28 30 23 23 25 27 20'4' G 28 28 28 30 24 24 25 27 17.11" G 28 28 28 30 24 24 25 26 16-r H 20 29 29 30 24 24 24 28 161-' H 29 29 29 29' 24 24 24 28 16-11' H 29 20 29 20 24 24 24 26 76-r H 3D 30 30 30 40 63'-7' HANG A 6-Y E 20 23 25 27 16-' F 25 26 29 31 23'-10' G 28 28 32 34 5 6.5 5.3- A T-- E 20 22 25 27 15'-' F 26 20 20 3123'-1' 4' G 29 29 31 33 5' e T -w A aAr E 20 22 25 26 14'-5' F 28 26 28 30 275' G 30 30 31 33 8.6 Z -r A 6-" E 21). 121 24 28 13'-8" F 20 25 28 30 21'-10' G 30 30 31 33 7 7-r A 6-10' E 20' 21 24 28 13'-0' F 28 2a 28 30 21'-3" O 31 31 31 33 7.5 261 A 6161' E 20- 2t 24 25 1761 F 26 28 28 21) 26.10' G 31 31 31 33 8 7-- A 6'-1' E 20 21 23 25 11'-11- F 28 28 27 29 20'4' G 32 32 32 33 8.6 Z-1' A 4'-17 E 20 20 23 25 11'17 F 27 27 27 20 16.11' O 32 32 32. 32 B 1 Z:O" I A 1 4'4' E 1 20 1 21 1 24 25 11 11'-0' I F 1 27 1 27 27 -1 29 11 16-7' 1 H 32 1 32 1 32 1 32 OVER- TABLE 22 TRIBUTARY WIDTHS FOR SINGLE SP/ HANG 28921 US Hwy 74 RES (FT) Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (1-1.1.29). DETAILS MAY REQUIRE POST TO UPGRADED. • PROJECTION OF SINGLE SPAN STUC 8' a to 11' 1z 13' IN 16 18' 2a a 4' 4.6 5' 5.5 6' 6.6 T 7.5' e' 1' 4.61 5 5.5' 6 6.5 T 7.6' v 8.61 7 S 6.6 61 eS' T 761' 6 8.5' 6 5 5.5 8' 661' r 7.5 8' 8.5' 9' 9.61 4' e' 8.5' T 761' 6 S.S 6 9.6' 1a 5' 861'r 7.5 6 8.5' 6 9.6 111, 10.5' ATTACHED STRUCTURES Amerlmax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 28921 US Hwy 74 RES (FT) Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (1-1.1.29). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISCS Carl Putnam, P. E. 1T 16 1r 2a 21' 22' as 9' 9.5 10' 10.5 11' 9' 9S la 10.5 11' 11.6 9.5' 10, 10.5' Ill 11.5' 12' IT 10.6 11' 11.6 1z 12.5 10.6 11' 11.5 1z 1261 15 TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerlmax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 28921 US Hwy 74 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (1-1.1.29). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISCS Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEA 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING earlputnamColieomcast.net SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USETABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 13 of 66 Structures or C vv P. ' Cpl1FC��. OCT 02 2013 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH 1MNn AREAE TABID 3.1 0.042"x31x8` Box Beam (Detail L1) Double 0.042'x3"x8" Detail 1.12) Double 0.040`x2x6.625' Detail L12) ac AMhed sinpl. Freestanding or 21 AOached shV. Freestanding or 28 wbd single Frending estaor 24 span sw4Nre Multispan Units 30 sp.n stne.. Multispan Units 23 span swceae Mullis an Units 29 RIG MAX POST MAX 13-F MAX POST LENGTH MAX 25 28 MAX POST LENGTH MAX 8 24 MAX POST LENGTH 28 DTH POST REED POST MIN FOOTER 5 I 10 I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 5 101 ( 77 F(;P'S7F) FT) SPACING FOR SPACIN POST SDE CONSTRAINED FOOTS SPACING POSIT 181-4' CONSTRAINED FOO SPACING POST 5� CONSTRAINED FOOTS 4.5 ON SLAB SLAB (FT) TYPE 'd' 'd' -d' -d' (FT) TYPE -d- 'd' -d 'S I (FT) TYPE 'd' 'd- -d- 'd 29 15'-6' (� 24 24 Gn) Or) On) (M) 6 On) (in) On) Ml 11'-Y A (M) M) On) (In) 10 3 22'-8' A 14'-10' A 21 25 27 28 21'-1' A 24 27 29 30 18'-10' A 23 25 27 29 LIVE 3.5 17-5" A 13-F A 22 25 28 28 17-7' 8 24 27 28 30 1T6" A 23 25 27 28 4 1T-0" A 12'-8- A 22 24 26 27 18'-3' B 25 28 28 29 181-4' A 24 25 26 28 4.5 15.1" A 11'-10' A 22 24 28 27 17'-3" B 25 26 28 29 15'-6' B 24 24 28 27 6 13'-T A 11'-Y A 23 24 25 27 18'-0' B 28 26 27 29 14'-T 8 25 25 28 27 6.5 174' A 101-T A 23 23 25 28 15-0" B 28 28 27 29 13'-10' B 25 25 25 27 B 11'4' A 10'-1' A 23 23 25 28 14'-10- 8 27 27 27 28 19'-3' B 26 28 28 27 0.5 101-5" A 9'-T A 24 24 26 26 14'-2" B 27 27 27 28 1741' .8 28 20 20 28 7 9'-W A P -Y A 24 24 24 26 /9'-B' C 27 27 27 28 17.3' B 26 20 28 28 7.5 P-1" A 8'-10- A 24 24 24 20 13'-2" C 27 27 27 28 111.9' 8 26 28 26 28 8 8141' A 5-5' A 24 24 24 25 17.8' C 28 26 28 28 11'-5' B 27 27 27 27 8.5 7-0' A 8'-2* B 24 24 24 25 IT -3- C 28 28 28 28 11'-01 8 27 27 27 27 9 7'-0' A 7'-10- 8 25 25 25 25 11'-10' D 28 28 2B 26 101-8' C 27 27 27 27 9.5 T-2' • A T -T 8 25 25 25 25 11'-0` D 28 28 28 28 10i' C 27 27 27 27 143. EXPOSURE C 10 841' A 7'4" B 25 25 25 25 11'-T D 29 29 29 29 101-1' C 28 28 28 28 28 28 11 5-2' A 8'-11" B 25 25 25 25 10'-7' 0 20 29 29 29 P -T D 28 28 28 28 12 5.8' A 0'6' 8 25 25 25 25 10'-1' D 29 29 2929 37 9'-1' 0 28 26 28 28 30 19 5'-Y A 6.4- 8 26 20 28 28 7-T D 30 30 30 30 56" D 29 29 29 29 10 3 22'-8" A 14'-10' A 22 26 28 29 21'-1" A 25 28 30 32 156' A 24 26 20 30 LIVE 3.5 17-6" . A 13'-T A 23 26 27 29 1fr.T B 28 26 30 31 1T-5' A 25 20 28 29 4 17'10" A 12-T A 23 25 27 28 18'-9" B 28 27 29 91 18'-3' A 25 20 27 29 4.5 15'-11 A 11'A' A 24 25 27 28 1T-9' B 27 27 29 30 15'3' B 26 26 27 28 5 13.7' A 11'-0" A 24 25 26 28 18'4" B 27 27 28 30 14'-57 B 26 28 27 26 5.5 174" A 10'4' A 24 24 26 27 1516` B 28 28 28 so 19'-91 B 27 27 27 28 0 114' A 0'-10' A 24 24 26 27 14'-10' B 28 28 28 29 15-1' B 27 27 27 28 6.5 101.5" A 9'4' A 25 25 25 27 14'•Y B 28 2B 28 29 12-7' B 27 27 27 27 7 p'6' A 8'-111 A 25 25 25 27 13'4' C 29 29 20 29 17-0" B 28 28 28 28 7.5 0'-1" A B'6" A 25 25 25 26 13'-Y C 29 29 29 29 11'-7" B 28 28 28 28 8 8'6" A 5-T A 25 25 25 28 12'4- C 29 29 29 29 11'-1 B 28 28 28 28 8.5 B'-0' A T-17 A 25 25 25 26 12'-7' C 90 3o 30 30 1016' B 28 28 28 28 9 T6" A T6' B 26 20 28 20 11'-101 D 30 30 30 30 101-5" B 29 29 29 29 0.5 T-2" A 7'-9- B 20 28 28 28 111-5" D 30 30 30 30 10'-1" C 29 29 20 29 143. EXPOSURE C 10 W -Ir A T-0" B 26 28 25 20 11'-1' D 90 30 30 30 9'-101 C 29 29 29 29 28 28 11 6'-2" A 8'-T B 26 28 20 28 10-.8- D 31 31 31 31 0'3' C 29 29 29 29 12 a" A 8'-2" B 20 28 28 20 g'-10' D 31 31 31 37 B'-10' D 30 30 30 3D 30 19 5.2 A 5'-T A 27 27 27 27 V-5' D 1 37 31 31 31 V-5' D 1 30 1 30 1 30 1 30 10 3 22'-8' A 15-7' A 23 27 28 30 17.11- A 20 29 31 32 11-51 A 25 27 29 30 LIVE 3.5 17-S" A 17-5' A 23 26 28 29 16'-5" A 26 29 30 32 10'-0- A 25 27 28 30 4 1T-0- A 11'-F A 24 28 28 20 17'-1 B 27 28 30 31 14'-11" A 28 25 28 29 4.5 15-1" A 101-F A 24 25 27 29 16'-1" B 28 28 29 31 14'-1- A 20 26 28 20 5 13'-7' A 17-0' A 24 25 27 28 15'-Y B 28 28 29 31 154' A 27 27 27 29 5,6 124" A 9'-5* A 25 25 26 28 14'-5" B 28 28 20 30 176" B 27 27 27 29 011'4" 5.I V A 8'-11' A 25 25 28 28 13'-8- B 29 29 29 30 17-0- B 26 28 28 28 8.5 10'-5" A 8'-5' A 25 25 26 27 13'-1' B 29 29 29 30 11'-0' B 28 28 28 28 7 9'6' A 8'-1" A 25 25 28 27 1Y-0' B 29 20 29 30 11'-0- B 28 26 28 28 7.5 B'-1' A 71-8- A 26 28 28 27 17-0" 8 30 30 30 30 17-T B 28 28 28 28 88'6' 4'S A T4' A 26 28 20 27 11'6" B 30 30 30 30 10'3' B 29 29 29 29 8.5 8'-0" A 7'-1- A 28 28 26 27 11'-1" C 30 30 30 30 7-10' B 20 29 29 29 976' 5-11" A 0'41- A 28 20 26 26 101-9- C 30 30 30 30 7.7' B 29 29 29 29 9.5 T-1 A 8'6" A 26 2620 25 28 174" C 31 31 31 31 7.7 B 20 29 29 29 143. EXPOSURE C 10 8'-V A 53'A 26 26 28 28 1w-1" C 31 31 31 31 7-0" B 30 30 30 30 28 28 11 V-2' A 5.10- A 27 27 27 27 76' C 31 31 31 31 56' B 30 30 30 30 12 5'6" A 6'6" A 27 27 27 27 8'-11- 0 31 31 31 31 8'-1' I C 30 30 30 30 30 13 S-1 A 5'-T A 27 27 27 28 76' 0 32 32 32 32 7'-8' C 31 31 31 31 0.042`x3"x8` Box Beam Detail 1.7) Double 0.042"%3`x8" (Detail L12 Double 0.040"%2`x6.625" (Detail L12 TABLE 3.1 sNp1e Freestanding or Att d d Single Freestanding or Atl.rh d sina. Freestanding or 27 sp.n swc9ae Multispan Units span su uc6ee Multispan Units span Swcu- Muhispen Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN 8' I 17 I 17 POST MIN 00 5 I 10' I 12' V I 10' I f7 LOAD (FT) SPACIN FOR SPACING POST SIZE CONSTRAINED FOOTER SPACIN POST SRE XPOST CONSTRAINED FOOTS CONSTRAINED FOOTS(PSF) ONSLAS SLAB (FT) TYPE 'd 'd" 'd 'd' (Fr) TYPE 'd 'd 'd' 'd "d 'd' 'dCul) 21 On) M) On) 28 (in) 1 M) 1 (in) 20 3 11'-10' A 101-0 A 21 25 27 28 10'-z, B 24 27 29 31 19'-T B 23 28 27 20 20 3.5 10'-2" A 73' A 21 25 28 28 14' 1]r 8 24 27 20 30 17.8' B 23 25 27 28 4 5.11" A 81$ A 22 24 26 28 13'-0' C 25 28 28 90 11'-e' B 24 25 27 28 4.5 T-11" A 5.1' 8 22 24 26 27 12'-T C 25 20 28 29 1'-11" 8 24 25 26 28 6 T-1' A 7'-T B 22 24 25 27 111-0' D 25 26 26 20 10'4" C 25 26 20 27 5.5 "1 A T-1" B 22 23 25 27 10.10" 0 28 26 27 29 9'-10' C 25 25 28 27 0 5.I V A 6'6' B 23 23 26 25 10`4' D 20 26 27 28 71' 0 25 25 20 27 0.5 SS A 014` 8 23 23 25 28 7-10" D 20 28 27 28 e'-11' D 26 28 26 27 7 5-1' A 8'-0` B 2323 24 24 28 0'd D 27 27 27 28. 8'-T D 20 20 26 27 7.5 4'41' A 5.9" B 23 23 24 26 W.I. 0 27 27 27 28 5.3" D 28 28 28 26 8 4'S A 5'6"0 B 23 23 24 28 0'-8' D 27 27 27 28 T-11' D 28 28 28 26 8.5 4'-T A V.3' B 1 23 23 24 28 8'-5' D 27 27 27 27 T6' D 27 27 27 27 0 5-11" A 5-0" a 24 24 24 28 e'-1" D 26 28 20 28 7'-5' D 27 27 27 27 0.5 541"A A 4'-10'a B 24 24 25 28 T-10' E 28 28 26 28 T-2' D 27 27 27 27 20 9 11'-10' A 10'.4' A 22 28 28 20 15'-1 B 26 28 30 32 15.7' B 24 27 28 30 20 9.5 10'-1 A 7-5" A 22 26 27 29 14'-0' B 25 28 90 31 12'-0" B 24 26 28 29 4 5-11' A 8'6" A 23 26 27 29 13'-0- C 26 27 29 31 t I16" B 25 20 28 29 4.5 T-11' A 8'-1" B 23 25 27 28 17-2" C 28 27 29 30 101-11" B 25 25 27 20 5 T-1' A 7* -7" B 23 25 26 28 11'-0" D 27 27 28 30 10'41 C 26 26 27 28 5.6 V -r A T-1' B 24 24 26 28 101-101' D 27 27 28 30 C-10' C 28 26 27 28 0 5'-11' A 8'-8" B 24 24 26 27 10'4' 0 27 27 28 29 14" D 27 27 27 28 0.5 5S A 54' B 24 24 25 27 9'-101' D 28 28 28 29 8'41' 0 27 27 27 28 7 6'-1" A 8'-0" B 24 24 25 27 9'.7 0 28 28 26 29 8'-7" D 27 27 27 28 7.5 4'41" A 5-9" B 24 24 25 27 9'-1' D 28 28 2B 29 W-3' D 27 27 27 27 8 4'S A 5'-0' B 24 24 25 20 8'6" D 29 29 29 20 T-71" D 28 28 28 28 8.5 4'-1 A 53' B 25 25 25 27 8'-5" D 29 29 29 29 7'6' D 25 28 28 28 9 V-11" A 516" B 25 25 25 27 8'-1" D 29 29 29 29 TS D 28 28 28 28 9.S 3'-T 1 A 4'40" B 1 25 1 75 28 27 T-101' E 29 29 29 29 7'-Y D 28 28 28 28 ICC ESR1398 (2012 IBC) 9/29/2013 Page 14 of 66 FGA DE 2013 7�J 13 170 MPH e"OSURE C or 180 MPH EXPOSURE B 20 9 11'-10' A 1014" A 24 28 30 31 15'-Y B 27 30 32 94 13'-7' B 20 28 30 32 .3.6 10141 A 91-5' A 24 27 29 91 14'-0' B 28 30 32 33 176- B 27 28 30 31 4 81•11- A 8'6" A 25 27 20 30 13'6" C 28 20 31 33 1116' B 27 27 29 31 4.5 1.11" A B'-1' 8 25 27 28 30 12'-2" C 29 20 31 32 10'-11" B 28 28 20 31 5 7'•1' A 7'-T B 25 26 28 30 11'-01 0 29 29 30 32 10'4" C 28 28 29 30 5.5 81d' A T-1" B 26 26 28 29 10'-101 D 29 29 30 32 9'-10- C 29 20 29 30 0 5.11- A 016" B 25 28 27 20 10'4" D 90 30 30 31 9'4' D 29 29 29 90 0.5 5'-5' A 0'4' 5 20 26 27 29 7•10' 0 30 30 30 31 8'•11- D 29 29 29 90 7 5'-11 A 0'6" 8 28 26 27 29 9'-b" D 30 30 30 918'-T D 90 30 30 30 7.5 4'-0" A 5-9- 8 28 26 27 28 7.1' D 31 31 31 S1 8'3' D 30 30 30 30 8 4'-5" A 5$"B 27 27 27 28 8'6" D 31 31 91 31 7'-11' D SO 90 30 30 8.5 4'-2" A 6'3" B 27 27 27 28 - 8'-5' D 31 31 31 31 7'6' D 30 30 30 30 9 5-11' A 6'-0" B 27 27 27 29 8--1` D 92 32 32 92 T-5' D 31 31 31 51 143. EXPOSURE C or 100 MPH EXPOSURE a 25 3 3.5 7-T 5-2" A A 10'-1" 7-2' B B 21 21 25 25 27 26 28 28 14'-10- 131-8' D D 23 24 27 27 29 28 31 90 Q�CfESSI 4 7'-T A 8'-F a 21 24 20 27 12'•8- D 24 20 28 30 4.5 5 8'4^ S'-9" A A T-101' T4` B B 22 22 24 24 20 25 77 M 11'-10'2 11'•2- D 25 25 2 28 27 29 29 'y�C/OrrP�� 6.5 6'-1 A 0'-11` B 22 23 25 26 10'-7" 0 26 2 27 29 (, 6 4'-0" A 56" 8 22 23 25 26 10'-1- E 28 27 2 Q 8.5 4'-5" A e'-2' 5.10' C C 23 23 23 29 24 24 26 26 7-71 9'-Y E E 20 26 2 26 27 v p 1 A� �J11S���,•Q+Y v S-7' C 23 23 24 26 8'•10- E 21 21 �. -Pu 514, C 23 23 23 24 24 25 28 8'-6' g'-2- E E 27 27 27 27 ' �2, % - 9 5•Y A 4'-101 C 29 23 24 28 T-10' E 27 27 GAi -'L1.68139 * P.B-30-2015 OC sr9 . CMV 0 ICC ESR1398 (2012 IBC) 9/29/2013 Page 14 of 66 FGA DE 2013 7�J 13 co L1 HEADER (3004-H34 ALUM. ALLOY) FOUR #E �1 X SEE TABLE BELOW FOR 2L-IL' L��1 SCHEDULE BRACKET USED W\2' X 6 1/2" RAFTERS 2° t=0.024', 0.032' or 0.040' co LIJ O RAFTER & SIDEPLATES (3004-H34 ALUM. ALLOY) LATTICE TUBES L3 L5i'xL5' e3' o/c O 2'x2' e4' o/c 3'x3' e6' o/c DETAIL L4 A18'1®V 2'X3' e5' o/c LATTICE 3105 H24 ALUM ALLOY 3 -­El�a L4 POST/RAFTER/LATTICE TUBE (3004-H34 ALUM. ALLOY) RAFTER TO HEADER 8• CONNECTION BRACKETS 6063T6 ALUM ALLOY t=0.060' L9 !/ 3'x8' AND 3'x3' RAFTERS DOUBLE HEADERS USE ONE BRACKET PER HEADER 3' x 3' METAL POST Allowable Trib Width Wind No. of #8 Screws Speed t (in) Header 2 3 4 5 115 rrph 0.040 Double 2x6 11' 15' M5 ON EACH SIDE OF POST. Exp C 0.042 0.042"x3"x8" 6' 9' 12' 15' LUMBER FLGDR 0.042. Double 3x8 12' 15' TO DECK FLOOR JOIST 140 nph 0.040 Double 2x6 9' 13' 15' Exp C 0.042 0.042"x3"x8" 6 T 9' 12' 0.042 Double 3x8 9' 14' 15' #14 Screws 170 nph 0.040 Double 2x6 W 12' 15' Exp C 0.042 0.042"x3"x8" 4' 6' 8' 11' 0.042 Double 3x8 8' 13 15' 140 niphl 16G rrin 8" Steel C 15' Exp C I 16G rrin I Double Steel C is 170 nph 16G rrin 8" Steel C 11' 15' Exp C 16G min Double Steel C 15' LATTICE TUBES L3 L5i'xL5' e3' o/c O 2'x2' e4' o/c 3'x3' e6' o/c DETAIL L4 A18'1®V 2'X3' e5' o/c LATTICE 3105 H24 ALUM ALLOY 3 -­El�a L4 POST/RAFTER/LATTICE TUBE (3004-H34 ALUM. ALLOY) RAFTER TO HEADER 8• CONNECTION BRACKETS 6063T6 ALUM ALLOY t=0.060' L9 !/ 3'x8' AND 3'x3' RAFTERS DOUBLE HEADERS USE ONE BRACKET PER HEADER 3' x 3' METAL POST Type DETAIL L25 SEE GENERAL NOTE #19 AND 4 LATTICE NOTE #3 EIGHT 014 SMS UNITS MUST COMPY WITH L1315 O O Tw 3re xs EHBEDMENT TABLES Ll AND L2 ON SHEET O O LAG SCREW W/ 1.0. ONE M5 ON EACH SIDE OF POST. MAX WIND SPEED IS 115 mph CLAS FIR EXPOSURE C LUMBER FLGDR JOIST OR HEADER ATTACHED STRUCTURE POST TO DECK FLOOR JOIST ICC ESR1398 (2012 IBC) 9/29/2013 CONTINUOUS 2"x6" OR 2x8' DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) AT SPLICE LOCATION COVER W10.019" ALUMINUM 1/4' LAG SCREW OR #14 SCREW W/ 2.5' EMBED INTO WOOD _ STUD SEE TABLE 7.5 COLUMN ANC4 FOR QUANTITY DOS10iG W14 x 1SCREWf-:--' SIDE L10 ALTERNATE RAFTER TO WALL CONN. STUD �QFtaJ►O SEE TABLE 7.6 FOR �OQ PU� REQUIRED FASTENERS IfZ�' C 8139 TWO #8 SMS EACH SIDE * 01 * THREE #8 SMS EACH SIDE FOR 3X8 RAFTERS IN 25 PSF S'T VI GROUND SNOW LOADS OR 140 — OF MPH WIND AREAS 1 1/2' FOR 2 X RAFIDLS (6063 -Ts ALUM. auAY, 't'= o.o EC 05 3 2 3/4' FOR 3 X RAFTERS 0 RAFTER HANGER . #8 SCRE1?I(S W/ PJ WASHERS SCREWS J"tQN13ER THAN LATTICE HEIGHT DLLATTICE TO 6RAFTER CONN, LATTICE ALUM. RAFTER ALUM. RAFTER RAFTER HANGER (DETAIL L7) 2.5' SIX 1/4' LAG SCREWS OR #14 SCREWS W/ 2.5' OF PENETRATION INTO WALL / STUD W/ MIN SG = 0.5 I- MIN 3' x ALUM RAFTERR BRACKET — DETAIL L7 r3.00 0.72 1.56 10.72 — i 0.93 �— 0.72 I3 156 3.00 ..'.I 0.28 0.37 �- 0.72 --� I 0.17 t = 0.030' ALUM = 0.040' ALUM = 0.041' STEEL L11 3" ALTERNATE POST 0 (3105 H25 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 3' X 8' ALUM HEADER OL15 POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY SEE GENERAL—/#14 SHEET METAL SCREW NOTE #23 MAXIMUM WIND C❑NDITI❑N IS 170 MPH EXPOSURE C Page 18 of 66 L= 192' FOR 2' X 6 1/2' RAFIERS L= 2.92' FOR 3" X 8" RAPIERS 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY POST ALUM RAFTERS DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE O ATTACHMENT L8 ........ .... .._......_.._....... ._......... Req'd Beam #of Type _ 114" bol All C Beams "On Slab' 4 16G Steel 3x8 4 12G Steel 3x8 8 Double 12G Steel 3x8 F 8 DOUBLE HEADER 0.040'X2'X6.625' OR 0.042'X3'X8' 0.041'x3'x: STEEL POS FOUR #14 ., EACH SIDE NOTE- SEE SHEET MISC5u DR MISC5b FOR MOMENT CONNECTION SPECS * 1$I110 ri�° 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 OCT 02 2013 Engineer's Stomp. NTS LT01-2012 1 of 4 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIC.LI w11Jn AREAS TABLE 3.5 16 Ga 3'x8" Steel C Beam (Detail L18) 12 Ga 3'x8' Steel C Beam (Detail L18) Double 12 Ga 3"x8' Steel CDetail L8 C Attached single Freestanding or 3428'S thea Sin& Freestanding or 0 Attached single Freestanding or 36 or TH AX POST span SuucI- Mullis an Units 38 span swcnxe Muttispan Units SPACING POST SIZE CONSTRAINED FOOTER span swcmn Muluspan Units GROUND TRIG MAX POST MAX 39 33 MAX POST LENGTH MAIC E 38 MAX POST LENGTH MAX 31 3Z -r MAX POST LENGTH SNOW WIDTH POST REDID POST MIN FOOTER 4 I 12 ' 1S POST MIN FOOTER 4 I 17 I 1S POST MIN FOOTER a' I 17 I 15' LOAD (FT) SPACING FOR SPACINGPOST E 61ZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOO SPACING POST SIZE CONSTRAINED FOOTS (PSF) 33 ON SLAB SLAB (FT) TYPE -d' 'd' 'd' 'd' (FT) TYPE 'd' -d' 'd• 'd' (FT) TYPE 'd' 'd' -d' 'd' 7 (FT) A 15-- 1 D On) Cm) On) M) 33 27 Cm) Gn) 00 Cm) 38 38 (in) Qn) (In) (in) 10 5 13'-r A 20'-1' C 32 32 3428'S span svuma• Imuluspan Units Zrd- 0 35 35 36 or TH AX POST 331-3• E 38 38 38 SPACING POST SIZE CONSTRAINED FOOTER LIVE 5.5 17.4' A 1B'-11' C 33 39 33 Cm) On) On) On) 25-7- E 38 38 36 31 3Z -r E 39 39 38 34 3/16"xS'xS' Steel Square 0 illi' A tr-17 D 33 33 33 27 24'-10' E 37 37 37 31 31'-4' E 40 40 40 33 6.5 17-r A 16'-11' D 33 33 33 27 24'-r E 37 37 37 31 sold' F 40 40 40 33 7 9' $ A 15-- 1 D 33 33 33 27 23'-r E 38 38 38 30 27.0' F 41 41 41 33 7.5 r-1' A IS -13" D 34 34 34 27 23'-1' E 39 39 39 30 29-1' F 42 42 42 33 6 8'd" A 14'-r D 34 34 34 28 2Zd' E 39 39 39 30 2814' F 42 42 42 34 8.5 6'-0' A 1414' D 34 34 34 20 21'-9' E 39 39 39 30 2r-11' F 43 43 43 34 9 71 d" A 1314' D 34 34 34 28 21'-2' E 40 40 40 30 2741 F 43 43 43 34 9.6 T-7 A 17-M D 34 34 34 26 2W -r F 40 40 40 29 28'-17 F 44 44 44 35 10 8'-9' A 12'-rD D 35 35 35 20 20'-0' F 41 41 41 30 281-5 F 44 44 44 35 10.5 01 S' A /Z-1" D 35 36 35 27 144' F 41 41 41 30 20'-7 F 45 45 45 38 11 V - 2"A 'A 11'-r D 35. 35 35 14.1' F 41 41 41 25-r F 45 45 4s 11.5 F-11' A11 --l- D 35 35 35 18'-r F 41 41 41 2S -r F 48 46 45 12 V-81 A fol -r D 35 35 35 18'-r F 42 42 42 24'-10' F 45 48 48 13 11 A I 4-17 I D 35 35 35 1 it -0' I F 42 1 42 42 24'-T F 47 47 47 10 5 13'-T A 18'-10' 833 33 33 34 span svuma• Imuluspan Units Zrd- D 37 37 37 or TH AX POST 31'-1Y E 39 30 39 SPACING POST SIZE CONSTRAINED FOOTER LIVE 5.5 17-0'A A Ir -10' C 33 33 34 Cm) On) On) On) 28'-9' E 38 38 38 31 34.11' E 40 40 40 34 3/16"xS'xS' Steel Square 0 11'-4 A 10'-11' C 34 34 34 27 251-V E 39 39 39 31 34-0' E 41 41 41 33 0.3 145' A 1S -r D 34 34 34 27 25'-4" E 40 40 40 31 24-r E 42 42 42 33 7 4-e' A 1175' D 34 34 34 27 24'-P E 40 40 40 30 2814'F E 42 42 42 33 7.6 4.1' A 14'-10' 0 35 35 36 27 24'-r E 41 41 41 30 2T-10' F 43 43 43 33 0 e'd' A 14'-3' D 35 35 35 28 23'4' E 42 42 42 30 2T-3' F 44 44 44 34 8.5 8'-0'A A 15-9'0 D 35 35 35 20 ZT-7 F 42 42 42 30 2014- F 44 44 44 34 9 Td' A tr-3• 0 36 35 30 28 22.9- F 43 43 43 30 20'-r F 4S 45 45 34 9.5 T-2' A 17-10' D 38 38 35 26 2Z -r F 43 43 43 29 251. F 45 46 45 35 10 S-0" A 175D D 30 30 35 20 21'4' F 43 43 43 30 25'41 F 46 46 48 35 10.5 815 A 17.11 D 38 36 38 27 24.10' F 4444 43 44 30 24'-11' F 48 48 48 38 11 6'-r 'A 11'-r D 38 36 30 245" F 44 44 44 24'-0- F 47 47 47 11.5 5-11' A IV -1' D 30 30 38 /4.7 I F 1 44 1 44 44 24'-r F 1 47 1 47 47 105 16 Ga 3'x8' Steel C Beam (Detail L18) 13'-r A 1Td' 8 33 33 35 span svuma• Imuluspan Units 24'3' D 37 37 37 or TH AX POST 30'-7' E 40 40 40 SPACING POST SIZE CONSTRAINED FOOTER LIVE 5.5 1X -C A 18'-7' B 34 34 34 Cm) On) On) On) 2rd- D 38 38 38 31 245 E 41 41 41 34 3/16"xS'xS' Steel Square 0 1114" A 151-r C 34 34 34 27 27.17 D 39 39 39 31 24.10' E 42 42 42 33 6.5 1015 A 1Sd' C 35 35 a5 27 21'-11' E 30 30 39 31 24-1' E 43 43 43 33 7 91-W A 14'4- C 35 35 35 27 21'-1' E 40 40 40 30 2r4' E 43 43 43 33 7.6 4-1- A 1r-9- C 35 35 35 27 274- E 40 40 40 30 28'A- F 44 44 44 33 a 8'd" A lar -r 0 38 35 30 28 14.8• E 41 41 41 30 28'-r F 45 45 45 34 8.5 4d' A 17-9- D 38 36 3a 20 14.1" E 41 41 41 30 25'-8- F 45 46 45 34 9 d 7'" A 17. 3- D 38 30 38 28 1814' E 41 41 41 30 25.2' F 49 46 46 34 9.5 TT -2'A A 11'-17 D 38 38 38 26 18.4' E42 29 42 42 29 24'-V F 46 48 48 35 10 6'-9' A 11'4 - D 37 37 37 20 17-81 E 42 42 42 30 24. 3' F 47 47 47 35 10.5 e'-5' A -1 11'' D 37 37 37 27 1T-1' E 43 43 43 30 2r-11' F 48 48 48 38 11 8'-r A 14-P 0 37 37 37 101-W E 43 43 43 2X41 F 48 48 48 11.5 5-11' A 144' D 37 31 37 18'-3' E 43 43 43 2r -r F 40 49 49 12 5'-8' A 14-r D 37 37 37 15'-11' E 43 43 43 2Z -f0' F 1 49 40 49 1. CHO-OSE FIReEJEIS-TAVNDI'N"G' OfRRAT1TrACC,HCE,DNSTCRUaC TURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 S. CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5 30 16 Ga 3'x8' Steel C Beam (Detail L18) 12 Ga 3"x8' Steel C Beam (Detail 1-18) Double 12 Ga 3'x8" Steel C (Detail 1-8) TABLE 3.5Attached single I Freestanding or Attached single Freestanding or Attached single Freestanding or 26 span svuma• Imuluspan Units Span st-ne• Muluspan Units soon Stn,cllae Multispan Units GROUNDAX POST MAX MAX POST AX POST or TH AX POST SNOW WIDIB TH POST REDID 7LENGTH POST MIN DOTE l 5 YLENGTH POST MIN 00 e I 16' POST MIN S I 17L ING S LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACIN ST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINEOFOOTE(PSF) ON SLAB SLAB (FT) TYPE 'd' 'd• -d- 'd• (FT) PE 'd' 1. 'd' 'd' L (FT) TYPE 'd• 'd' -d' -d- (FT) On) fn) (m) On) (in) M) Ont Cm) Cm) On) On) On) 30 5 4'-10' A 10'-e" E 22 24 26 28 19'4' F 27 27 30 32 28'.7' F 30 30 32 34 5.6 5.5 4'4' A 4-9' E 22 23 26 28 1B'-2" F 28 28 20 31 =-W G 31 31 32 34 3/16"xS'xS' Steel Square 8 4'd' A e'-11' E 22 23 28 27 173' F 28 28 29 31 24'4' G 31 31 31 33 8.5 r -r A 813" E 22 22 25 27 161•5' F 28 28 29 31 2"' G 32 32 32 33 7 r5' A r -r E 22 22 25 27 15'-8' F 28 28 20 30 23'•5' O 33 33 33 33 7.5 r -r A r -r E 22 22 2S 27 14'•11' F• 29 29 20 30 2Z-11' G 33 33 33 33 8 31d' A 8'-9' E 22 22 24 28 14'-4' F 29 29 20 30 2214' G 34 34 34 34 8.5 7-17 A 814' E 22 22 24 20 13'•9' F 29 29 29 30 2Z -V G 34 34 34 34 9 2'S A 8'•7E E 22 22 24 28 13'-S' F 29 29 29 30 21'-T G 34 34 34 34 9.5 7S A 5'd' E 22 22 24 26 12'-9' F . 29 29 29 29 21'-r G 35 35 35 35 10 old' A F -51E 22 22 24 20 1Y4' F 30 30 30 30 20'-10' G 35 35 35 35 10.5 2'-r A 5'-r E 22 22 2S 27 11-17 F 30 30 30 30 2014' G 38 30 36 38 30 5 4'-17 A 14-8' E 25 25 29 31 19'4' F 30 30 32 34 24-3' F 34 34 34 37 5.6 5.5 4' 4' A Ir -9• E 25 25 28 30 18'-r F 31 31 32 34 25'S G 34 34 34 30 3/16"xS'xS' Steel Square 8 4'd' A 8'-11' E 25 25 28 30 17'-3' F 31 31 31 34 24'-8' G 35 35 35 35 6.5 rS A 8'-3' E 25 25 27 29 101-5' F 31 31 31 33 24'-0' G 36 . 36 30 38 7 T-61 A 7'-e' E 25 25 27 29 15'-B' F 32 32 32 33 23'-r G 36 38 30 38 7.5 31-T A T-2* E 25 25 27 20 14'-11" F 32 32 32 33 27-11' G 37 37 37 37 8 T -O' A 8'-7 E 25 25 28 28 14'-4" F 32 32 32 32 22'S G 37 37 37 37 8.5 7.10' A 0141 E 25 25 28 28 13'-9' F 32 32 32 32 22'd" G 3838 38 38 B 2'-W A S --T E 24 25 26 28 13'-7 F 39 33 33 33 21'-T G 38 38 38 38 OVER- HANG (FT) TABLE 32 TRIBUTARY WIDTHS FOR SINGI PROJECTION OF SINGLE SPAN ar 91 14 11' 12' 13' 14' 16 ol 4' 4.5' S 5.6' B 8.5' T 71F 1' 4.5' S 5.5' e' 8.5 T 7.5 8' Z S 5.6 S' 6.S T 7.5' 4 8.5' Ir 5.6 4 8.51 r 7.5 4 8.51 4 4'6' 0.041713'x3" Steel Clover 0.5 T 7.5 S 8.S 4 0.5 5. BS T 7.5 4 8.5 4 9.6 14 TABLE 3.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail Hgt Code 0.0427L3"x8" Aluminum Post 10' B L1 0.024'xWx3"Post With Sideplat, 11' B L24 Clover 0.0305L3x3' Alum 11' C 1-11 Clover 0.040"x3x3" Alum 11' D L11 Colonial 0.062" Extruded 12' E AE 0.041"x3x3' Steel Clover 11' F L11 0.041713'x3" Steel Clover 8' G L11 3/16'x3'k3' Steel Square 1S HI H L21 3116"x3"x31 Steel S uare 12' 1 3/16'x4"x4" Steel Square IV J L21 3/16"xS'xS' Steel Square 15' K L21 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 28921 US Hwy 74 9. FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (1.1-1-29). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISCS Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cariputrlam@comcast nel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 17 of 66 OCT 02 2013 1.575" 2.215' _A .091--1 0.041x3'x3' _ STEEL POST 3/B' BOLTS W/ 1' DIA. x 3/32' THK. STL. WASHER TO 8' STEEL 'C' BEAM - 5.5" SEE TABLE 7.4 COLUMN 'N' FOR QUANTITY 2 843' FOR #14 SELF DRILLING SCREWS SEE TABLE 7,4 COLUMN 'L', r 0.097• 2.5" 20 GA ASTM A653 GRADE 33 STEEL BRACKET FOUR #8 WOOD SCREWS INTO RAFTER AND 2X FASCIA ONE PER RAFTER t�� RAFTER ROOF COVERING IS A MAXIMUM DETAIL A" OF 3 PSF HEAVIER ROOF COVERING /2X DF WOOD SHALLREQUIRE ANALYSIS FASCIA ENGINEERING ANALYSIS 2'x WOOD FRAMING DOUGLAS FIR -LARCH #2 OR 10 WL ALTERNATE 3' SID POST CONNECTOR --r BRACKET (6063T6 ALUM) sEEGENERAL NOTE a23 1.0' IF DETAIL L29 IS NOT USED ATTACH 0.019• ALUM OR 0.035' 0.750_L SIDE PLATES AS PER DETAIL L26" 3/8' BOLTS SEE TABLE 7.3 COLUMN 'H' FOR QUANTITY OR #14 SELF DRILLING SCREWS SEE TABLE 7.3 COLUMN 'G' FOR QUANTITY 0.8757w --7-3'x8'. 12 (t=0.1051) OR 16 GAUGE (t=0.059') STEEL C BEAM 0.042'x3'xB' BOXU7.75* Fy= 50 KSI BEAM WRAP DETAIL L1 L18 12 and 16 GA 3'x8' STEEL C BEAM W/ 0,042'X3'X8' ALUM WRAP 3'-6' A' i 1 L21 3', 4', 55' OR 6' ASTM A500 GRADE B STEEL POST SEE GENERAL NOTE #9 FOR C❑RROSI❑N PROTECTION ICC ESR1398 (2012 IBC) 9/29/201 EXISTING DF FRAMED WALL 3.5' MIN 2.5' MIN PENETRATION INTO WOOD FRAMING W/MIN SG=0.5 sEf Ta: 78 FOR MAXIMUM ALUMINUM FOR FASMIER OVERHANG SEE RAFTER SCHEDULE SCHEDULE 0 RIGHT ALTERNATE EAVE ATTACHMENT HEADER SPLICE MUST BE L19 HEADER SPLICE DETAIL 2- #14 SMS o o CENTERED ON POST EACH SIDE 3' X 8- HEADER o 0 2- 2' X 6 1 Y SMEPLATES ^A S- ONE EACH SI OF POST COLUMN Seal with permanently flexible & waterproof sealant SEE ALLOWABLE DISTANCE TO FIRST ROW OF PEISTS IN TABLE 7.7 / CONTINUOUS 2"x6" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) AT SPLICE LOCATION 1,00'rtln. COVER W/ 0.019' ALUMINUM SEE GENERAL NOTE #23 1/4' Lag Screw ATTACH LATTICE COVER AS PER L7 Completely Seal with permanently flexible & waterproof sealant 1,0O'nin.STUCCO ATTACHMENT DETAIL L22 WITH LEDGER BOARD Synthetic Stucco or �- other non-structural covering (1' max. thick) Sheathing Page 19 of 66 w OCT 02 2013 Engineer's Stamp Live/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" Sofid Com Wind SIZE EAVE OVERHANG (24" OIC) 6" 12" 18" 24" 30" 10 psi 20 25'-0' 20'-9• 12'-0' T-1• 3'-8• Lattice --135 Exp C 2x8 26-0' 25-0' 25-0' 23'-10• 1T-1' 2x8 25'-0' 25'-0' 25-0' 251-V 25'-0' 10 psi 2x4 25'-0' 19'-3' 111-6" T-1' V-8" lattice=140 Exp C 2x6 25-01 25-0' 25-0' 27-6• 16'-7' 2x8 25-0' 25-0' 26-01 254Y 26-9 1 psi 2x4 19'4Y 10'-3• 5-10• 3'4' 1'-8• lattice=170 Exp C 2x819'-0' 19'-0' 1T-1• 11'-9' 814' 2x8 19'-0' 191-0' 19'-0' 191-0' 16-' 25 psf . 2x4 181-V 1113' 64' S -W 1'-9• Lattice=170 Exp C 2x6 18'-0' 181-0' 181-0' 12'-10' 9'-1• 2x8181-0' 18'-0' 15-0' 181-0' 18'-0' 30 ps1 2x4 17'-U 9-7 S-11 7-8" 0'-0' Lattice=170 Exp C 2x6 1T-0' 1T-0' 15'-3• 10'4' T-1' 2x8 /T-0' Ir -a 1T4Y 1T -O' 14'-8' 40 psf 2x4 14'-0' 6'-r 3'4' V_O` 0'-0' Lattice=170 Exp C 2x6 14'-0 14'-0'. 1114r T-2' 4'-7• 2x8 14'-0' 14'-0' 14'-V 14'-0' 10'-3" 60 psf 2x4 9'-0'4'-V 0'4 0'-0• O'-0' Lattice --170 Exp C 2x6- 9'-0'9'-0'6 6'-9' 4'-0' 1 2'-1" 2x8 7-0 9'4 94 W -W 5'-1U' P 7 EXTERIOR HOME PROD AWN in, rmD 8EJ/CP "LL' Com onent Part NTS For Patio & COD LT02-2012 J 681 6430-201 ,t CIVIC. F � EC 201 28921 US Hwy 74 u s Romoland, CA 92585 s & Connection Details nmercial Lattice Structures 2 of 4 2' 2" FOUR #14 SMS EACH SIDE FDR 140 MPH EXP 0.042"x3"X8" 4-8 #SI SMS "A�, EACH SIDE C SLAB ATTACHMENT AND UP TO d=26' HEADER SEE NOTE FOOTING, 1 MIN 0.024" 0.024• p,p24• �" j' OR 1/2 '0 GALVANIZED OR STAINLESS "B" I, ,r STEEL HILTI KWIK BOLT TZ CONCRETE 'I I. ANCHOR (ICC ESR 1917) W/ 2' EMBED 'I AND 1'0 WASHER OR EQUIVALENT 3'x8' HEADER CONNECTION 2'X6' SIDEPLATES SEE SEE NOTE FOR DIMENSIONS NOTE FOR THICKNESS s 5/8" 3" 6 5/8' g4 3"X 3" 2"X 6.625" L25 �5.. ,L9 POST ISIDEPLATES 'A' AND 'B' O L26 REQUIREMENTS I DETAIL L26 ALUM. FOOTING ALUMINUM BRACKET FOR CONNECTING BRACKET FOUR- #14 SMS POST TO FOOTING OR 4' SLAB EACH SIDE, SPAC SS 3" (6063-T6 ALUM ALLOY) °•a • SINGLE SPAN ATTACHED UNITS ONLY •'• REQUIRES SIDEPLATES AS SHOWN IN ' ° ' ° • /3'SQUARE DETAIL L26 SLAB OR FOOT NG N❑TEt SEE SHEET MISC5o, OR ❑N 6 '. 3"x3" ALUMINUM RAFTER COLUMN r" ALTERNATE 1.� ENTMISC NE IONSPE MOMENT CONNECTION * 20 L24 2' (3004-H34 ALUM, ALLOY) 6.5' L30 RAFTER �" TWO #10 OR #14 SMS WITH SIDEPLATES s+ r CIV. x SIDEPLATES ATTACHMENT MAXIMUM F❑❑TING FOR T S 0 CA tFO� (3004-H34 ALUM, ALLOY) LATTICE HEADER DETAIL IS d=26' Lattice or Solid Pane ts Live MAX "L" FOR TOP TOP MOUNT BRACKET Load Wind Speed OR SIDE MOUNT 'j� SEE SH M8 FOR STEEL POST-'q,REQUIRED SLAB Alun. Bracket (t = 0.06 0.042x3'x8" HEADER 0.21" STEEL Fy 33 ksi (psf) and Exposure 16" a/c 24'ole FOR CONSTRAINED _ 3/8' x 9' STEEL FO NGS BRACKET IS 1.094' WIDE REBAR EMBEDDED AT 10 DETAIL L9 8 140 mph Exp B 22-T' 151-11, 'B' DEPTH D • D D. Lattice or Solid Panel Alun. Bracket 6" MIN (0.060) 8 SMS l115 mph Exp C 23'-9" 15'•70" 8" 2xs unclx " wo'To M' `i SM cut /� 130 mph Exp C 78'-10" 12'-T' d < 33' : 4 p• p : V B = 9' ALUM RAFTER �,4,, a• .�., 140 mph Exp C 1s'-a" 10'-10" d < 38' B = 12' D ' • p ". D . • #8 SMS •� 3' x 8' Header #1 3' x 8' Header #2 (0.042') TOP #14.3.5• •nes 20 140 mph Exp C 12'-5" e'-3" d < 46' �pp0 NOT ALLOWED IN SNOW LOAD AREAS d < 51' L 2 * SEE GENERAL NOTE #9 FOR CORROSION PROTECTION B = 18' .4. B = 24' :� : p' d 3�� (0.042') 2' x 6' Side Plate ATTACH PER FOUR #14 SMS 2" MIN TABLE 7.5 9" EACH SIDE FDR--1 I EACH HEADER #14 SMS 1' MIN GAP BETWEEN EXISTING EAVE D G I 3' x 8' Header #1 (0.042') LEDGER AND ROOF FOR D FRAMING DRAINAGE ALUM CONCRETEFOOTING L29 I_ 3"x3" POST ' I 3'x3" POST ALL HOUSE PENETRATIONSRAFTER ESSIO MUST BE COMPLETELY AND4X1.5" SCREWS Q�LOF f d -� I I 2x6.5" SIDEPLATE PERMANENTLY SEALEDPLACES O'" PU F.. rp: Q . .(,1 FREESTANDING OR ATTACHED STRUCTURE I 0.125"x1.5"x1.5" STEEL 2 ' V 2 "L" COLUMN TO FOOTING CONNECTION DETAIL (Fy=33 KSI) BRACKET U m n ABOARD 2" SPACING � 6 3 L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS BETWEEN SCREWSSIDE MO N B CKET L28 * `U15I ,t erp � 28921 US Hwy 74 MAXIMUM FOOTING SIZE I S d 2 6" J EAVE ATTACHMENT/4" C 11� ' ��P. EXTERIOR HOME PRODUCTS Romoland, CA 92585 EAVE OVERHANG AND CAL,FO�., oa�wn ar: me 'L' MUST ALSO COMPLY BEJ CP WITH DETAIL L17 OCT 02 2013 NTS Component Parts & Connection Details ICC ESR1398 (2012 IBC) 9/29/2013 Page 20 of 66 Engineer's Stamp For Patio &Commercial Lattice Structures are: LT03-2012 73 of 4