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12-0554 (PAT)R.� P.O. BOX 1504 78-495-CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 12-00000554 -��------moo- Property Address: _ 79878=PARKWAY ESPLANADE N APN: 609-380-999-8 -293234- Application description: PATIO COVER - RESIDENTIAL Property Zoning: . LOW DENSITY RESIDENTIAL Application valuation: 2766 c&ht 4 4 Q" Applicant: Architect or Engineer: NIA, ----------------- LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 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 B�rofessio Is'Code, and my License is in full force and effect. License Class: License No.: 625328 Date:. LContractor: OWNER -BUILDER DECLARATION I hereby affirm under pen of p that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5 siness and Professions Code: Any city or county that requires a permit to construct, alter, improve, olish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed ement 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 _ 1 I, 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.I. . Lender's Name: _ Lender's Address: LQPERMIT Owner: GIBEAU RESIDENCE 79878 PARKWAY ESPLANADE N LA QUINTA, CA LA QUINTA, CA 92253 Contractor: S A E BUILDERS 2052 DAFFODIL WAY HEMET, CA 92545 (760)567-0709 Lic. No.: 625328 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/18/12 D ° MAY 21.1011 CITY OF LA QUINTA FIW NCE DEPT. ----------------------------------------------- WORKER'S 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 work for which this permit is issued. I have and will maintain 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 ULLICO CASUALTY Policy Number UWHA48600015011 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 shoyldbeceyne subject.to the workers' compensation provisions of Section 3700 of the La ode, I I!.Jorth!�;th comply with those provisions. . WARNING: FAILURE TOS WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYE 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 Director of Building and Safety 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 bove inform ion is correct. I agree to comply with all city and county ordinances and state laws relating to buildi constru tion, and hereb .authorize representatives of this Date: county en r upon the above-mentioned property f ins do as. _-ignature (APPlicant or -Agent)':— M - J Application Number . . . . . 12-00000554 Permit PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation . . . . 2766 Expiration Date . . 11/14/12 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 9.00 ------------------------------------------------•---------------------------- Special Notes and Comments LATTICE ALUMAWOOD COVER. 2010 CODES ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary ----------------- Charged --- - ------ ---------- Paid Credited ---------- ---------- Due Permit Fee Total 54.00 .00 .00 54.00 Plan Check Total 35.10 .00 .00 35.10 Other Fee Total 1.00 .00 .00 1.00 Grand Total 90.10 .00 .00 90.10 LQPERMIT BIA# City., Qillnta Building 8r Safety Division. P.O. Box 1504;78-495 Calle Tampico La.Qulnta, CA .92253 -:(760) 777-7012 Building Permit Applicatlon •and Tracking Sheet Permit # ✓ 5 Project Address: % / U %O / 2 k.�.1 A cS A1'41PL Owner's Name:. A P.Number. 6-09 630 o 0 o Address: % 982/$ /�9?;FUA Eb �� 'AD? N. Legal Description: City, ST, Zip: Z4 a1,1/i2,) CA 52,a,5`3 Contractor. S/-f �' do/ 60Z /ts Telephone: 07A,2 i —ool Address:o/() fy �E� ��f1 d-(J Project Description: City, ST, Zip: //FEE CQ �a�.cQ �VST<tclt=% /D . Vin. Telephone: "��($�, �• L•14 rr State Lic. # : s oZ City Lic. #; Arch., Engr., Designer Address: City, ST, Zip: Telephone: State Lia #: �aw . �' i Name of Con= Person: (SC-077 4 t!643 CZ- Construction Type:. Occupancy: Project type (circle one): New Add'n ` Alter Repair- Demo Sq.'. Ft.:S #Stories: # Unit;: Telephone # of Contact Person:. t; D 6`6 �— � `ZO Estimated Value of Project 0 APPLICANT: DO NOT WRITE BELOW-THIS UNE # Submittal Rtq'd Rtc'd TRACIMG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calm Reviewed; ready for corrections , Plan Check Deposit, . Truss Calcs. Called Contact Person Plan Check Balance. Mile 24 Cales. Piave picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan Z`,! Review, ready for correctionomue Electrical Subeoutactor List Called Contact Person Plumblog Grant Deed Plans picked up S.M.I. . ILO.A. Approval Plans resubmitted Grading . IN HOUSE,, 'j° Review; ready -for corrections/issue Developer Impact Fee Planning Approval Called Contact Person AJ-P-P. Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees . file:///C:/Users/Owner/AppData/Local/Microsoft/Windows/Temporary Esplanade c/o Desert Resort Management,. Inc. 42635 Melanie±Place - Palm Desert, CA'k2h Customer Care: 760-346-110f ax: 760=346-9918 Website: www.drmiriternet.com Date: May 16, 2012 Project Ref: [42754616] 79878 Parkway Esplanade .N Dan Gibeau 79878 Parkway Esplanade N. La Quinta CA 92253 Dear Dan Gibeau, For the listed project item(s): Patio Cover-Alumawood I am pleased to inform you that the Esplanade Architectural Committee has approved your application with the following stipulations: The this project is approved as long as the height of the patio cover does not exceed the height where the roof meets the facia. The approval is contingent upon compliance with the specifications set forth in the approved application. If your change or addition requires a county, city or state permit, it is the responsibility of the homeowner to obtain this before starting construction. Please retain this letter in your files. If you have any questions regarding this matter, please contact Customer Care at 760-346-1161 or e-mail us at Sincerely, Esplanade ***ESTE DOCUMENTO ES MUY IMPORTANTE. SI USTED NO PUEDE LEER INGLES, POR FAVOR CONSIGA A ALGUIEN PARA QUE LE TRADUZCA ESTE DOCUMENTO* * * 1 of 1 5/17/2012 7:42 AM G REAR PROPERTY UNE n �a N rn rn n m EXISTING 3 40' POOL AND SPA 1909.001. f0 6.00" — _ e = COVER TO RE R7 HIGH 10' 14' m a EXISTING 2, 081 SF m SINGLE FAMILY RESIDENCE m 0 m I I I I I I I I I I I I I I I I I I I I EXISTING I 'EXISTING I I I CASTTA I I DRIVEWAY I I I I I I I I I I I I I I I I I I I I I I I I I I FROM PROPERry LINE I I I I I I I I I NORTH APN # 609-630-008 MAP BOOK372/099 TRACT #29323-4 LOT #8 PROPERTY OWNER DAN C KAREN GIBEAU 79878 PARKWAY ESPLANADE N. LA QUINTA, CA 92253 907229-2131 CONTACT.• SCOTT EGRERT SAE BUILDERS 28810 BROKEN ARROW CIRCLE MENIFEE, CA 92584 760 567-0709 SITEADDRESS., 79878 PARKWAY ESPLANADE N. LA QUINTA, CA 92253 SUMMARY TABLE EXISTING: LOT SIZE: 10,890 SQ FT SFD, 2, 081 SQ FT SCOPE OF WORK: CONSTRUCT ALUMAWOOD LATTICE COVER; 208 SF CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION - - - - _PARkWAYLESPL_ANANE NopT8 - - —CENTERLME—--—--—--—--— -- — --— - n co)�v CO)rn n �a N rn rn n m Nrn SAE BUILDERS GENERAL CONTRACTOR 28810 Broken Arrow Circle, Menifee, CA 92584 760 567-0709 or 951 658-5807 fax 951 652-3508 lic. # 625328 Dan & Karen Gibeau 79878 Parkway Esplanade N. La Quints, CA 92253 907 229-2131 Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineering 2009 IBC PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN0172009 GENERAL NOTES GN02=2009 2 PAGES SC01-2009 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2009 ALUMAWOOD STRUCTURAL CONFIGURATIONS 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO 4`PAGES :, LATTICE 2.0 POST,SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES'IN 90 MPH WIND -AREAS 4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS COMPONENT PARTS AND LT03-2009 LATTICE 2 PAGES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 10 PAGES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS 10 PAGES SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 4 PAGES NP01-2009 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS N P02-2009 N P03-2009 N PO4-2009 9 PAGES CD01-2009 COMPONENT PARTS AND CONNECTION DETAILS CD02-2009 C D03-2009 CD04-2009 CD05-2009 CD06-2009 CD07-2009 CD08-2009 CD09-2009 7 PAGES M1-2009 MISCELLANEOUS DETAILS M2-2009 FAN BEAM DETAILS M3-2009 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES M4-2009 7.0 FOOTING AND SLAB ATTACHMENT TABLES M5-2009 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS M6-2009 7.0 FORCES ON EXISTING STRUCTURES M7-2009 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS M8-2009 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS CBCT 20 2011 Qctober 11, 2011 GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2005 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) l0-P_SF 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 2009 IBC ARE "3 SECOND GUST WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "3 SECOND GUST WIND SPEEDS". FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER A HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER ASCE7-05 SECTION 6.5.7 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 2009 IBC FIGURE 1613.5(1) Ss > 150% ARE NOT REQUIRED AS PER ASCE7-05 12.8.1.3 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 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING WIND OR SEISMIC FORCES. ICC ESR 1398 (2009 IBC) 10/11/2011 4. THIS ENTIRE ENGINEERING PACKAGEdS 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 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 1904.3 OF THE 2009 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 ASTM A755 OR USE AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2. 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 3004H2x ALUM MAY BE SUBSTITUTED FOR 3004H3x. �Sg10N Q� c PCU Page 2 of 60 FOfiCALIFO�� OCT 20 2011 3'X8' ALUM HEADER 3'X8' STEEL C DOUBLE ALUM HEADER DOUBLE STEEL C BEAM LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR HIGHER i MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS SINGLE SPED LATTICE�STRUCTUR- ❑'HANG PROVIIDERAI 1 MULTISPAN UNITS REFER TO GENERAL NOTE 22. rL 0 MULTISPM FREESTANDING LATTICE STRUCTURE ATTACHMENT TO MIN 3.5' CONCRETE SLAB MAY BE W/ CONSTRAINED FOOTINGS USED WHERE PERMITTED SEE SCHEDULE FOR SIZES J�G� SEE SCHEDULE DETAIL L29 ONLY i I W VAR SEE SCHEDU�S � P d nnN NGTH IES PR��Cw\,xkeKu moi— J MN LENGTH 100% OF ��-ry T/ , 2'X6.625', 3'x8' OR 3'x3' ALUM RAFTERS LEVER t -COVER PANEL LATTICE: 1DER OVERHANG 25% POST SEE DETAIL L3 SPACING w x MIN 3.5' CONCRETE SLAB MIN 3.5' CONCRETE SLAB REG 'D W/ CONSTRAINED "d REQ'D W/ CONSTRAINED FOOTINGS FOOTINGS SEE SCHEDULE FOR FOOTING SIZE SINGLE SPAN ATTACHM CANTIUMEm SIRIICNRE SINGLE SPAN FREESTANDING LATTICE STRUCTURE VERHANG FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESR 1398 (2009 IBC) 10/11/2011 TRIBUTARY WIDTH (TW) DIAGRAM TW Page 5 of 60 RAFTER SPAN \R SPAN) OR MORE SPANS /1'x6.625 3"xB" OR 3"x3" ALUM. RAFTERS PLACE 3/8" 0X 9" SEE SCHEDULE FOR SIZE DETAIL L29 ONLY OF CLEAR SPAN OCT 20 2011 MAXIMUM RAFTER • /�. �`` OVERHANG CLEARSPAN LATTICE OVERHANG %= -'/�':STEEL 24 MAX FOR 30 POST HT. HIGHER "C" \\ BEAM DETAIL ATTACHMENT TO MIN 3.5' CONCRETE SLAB MAY BE W/ CONSTRAINED FOOTINGS USED WHERE PERMITTED SEE SCHEDULE FOR SIZES J�G� SEE SCHEDULE DETAIL L29 ONLY i I W VAR SEE SCHEDU�S � P d nnN NGTH IES PR��Cw\,xkeKu moi— J MN LENGTH 100% OF ��-ry T/ , 2'X6.625', 3'x8' OR 3'x3' ALUM RAFTERS LEVER t -COVER PANEL LATTICE: 1DER OVERHANG 25% POST SEE DETAIL L3 SPACING w x MIN 3.5' CONCRETE SLAB MIN 3.5' CONCRETE SLAB REG 'D W/ CONSTRAINED "d REQ'D W/ CONSTRAINED FOOTINGS FOOTINGS SEE SCHEDULE FOR FOOTING SIZE SINGLE SPAN ATTACHM CANTIUMEm SIRIICNRE SINGLE SPAN FREESTANDING LATTICE STRUCTURE VERHANG FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESR 1398 (2009 IBC) 10/11/2011 TRIBUTARY WIDTH (TW) DIAGRAM TW Page 5 of 60 RAFTER SPAN \R SPAN) OR MORE SPANS /1'x6.625 3"xB" OR 3"x3" ALUM. RAFTERS PLACE 3/8" 0X 9" SEE SCHEDULE FOR SIZE DETAIL L29 ONLY OF CLEAR SPAN OCT 20 2011 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES n nha"Yv"va aqs" Raftar /Midficnanl n ngq"v9"vr R94' Raker /Mniticnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C s in 90 100 105 110 10 24" 7'-4" 7'-4" 6-10" 6'-4" LIVE 20" 8'-5" 8'4" 7'-9" 7'-3" 20 16" 9'-9" 9'-8" 9'-0" 8'-5" 20 17, 11'_9" 11'-6" 10,_9" 10--l"- 20 24" 4'4" 4'-4" 4'-4" 4'-4" LIVE 20" 5'-0" 5'-0" 5'-0" 5'-0" 30 16" 5-11" V-11" V-11" 5'-11" 25 17, 7'4" 7'-4" 7'-4" 7'-4" 25 24" 4'-2" 4'-2" 4'-2" 477- 20" 4'-10" 4'-10" 4'-10" 4'-10" 60 16" 5,_9" 5,_9" 5-9" 5'_9" 30 12" 7'-1" 7'-1" 7'-1" 7'-1" 30 24" 3'-7" 3'-7" 3'-7" T-7" 20" 4'-2" 4'-2" 4'-2" 4'-2" 16" 5'-0" 5'-0" 5'-0" 5'-0" 40 12" 6'-3" 6'-3" 6'-3" 6'-3" 40 24" 2'-9" 2'-9" 2'-9" 2'-9" 20" 3'-3" 3'-3" T-3" 3'-3" 16" 3'-11" T-11" 3'-11" 3'-11" 60 12" 5'-0" 5-0" 5'-0" 5'-0" 60 24" V-11" V-11" 1'-11" 1'-11" l 20" 2'-3" 2'-3" 2'-3" 2'-3- 16" 2,_9" 2._9„ 2'_9„ 2'_9" 12" 3'-7" 3'-7" 3'-7" 3'-7" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C s in 90 100 105 110 10 24" 10'_11" 10'_11„ 10'_11" 10'_8" LIVE 20" 12,_3" 12'_3" 12'_3" 11,_10" 20 16" 14'_1" 14'_1" 14'_1" 13'-4" 20 17, 16'_8" 16'_8" 16'_3" 16_5" 20 24" 6'-8" 6'-8" 6'-8" 6'-8" LIVE 20" 7'-8" 7'-8" 7'-8" 7'-8" 30 16„ 9.4. 9,4. 9.4. 91_01. 25 17, 10'_11" 10,_11" 10,_11, 10,_11" 25 24" 6'-5" 6'-5" 6'-5" 6'-5" 20" 7'-5" 7'-5" 7'-5" 7'-5" 60 16" 8'-8" 8'-8" 8'-8" 8'-8" 30 17, 10'_7' 10'_7' 10'_7' 10,_7" 30 24" 5'-7" 5'-7" 5'-7" 5'-7" 20" 6'-5" 6'-5" 6'-5" 6'-5" 16" 7'-8" 7'4" 7'-8" 7'-8" 40 17, 9,-4„ 9,4„ 9-4„ 9'-4" 40 24" 4'-5" 4'-5" 4'-5" 4'-5" 20" 5'-2" 5'-2" 5'-2" 5'-2" 16" 6'-2" 6'-2" 6'-2" 6'-2" 60 17, 7'-8" 7'-8" 7'-8" 7'-8" 60 24" 3'-1" 3'-1" 3'-1" 3'-1" l 20" 3'-8" 3'-8" 3'-8" 3'-8" 16" 4'-5" 4'-5" 4'-5" 4'-5" 12" 5'-7" 5'-7" 5'-7" 5'-7" -SINGLE SPAN TABLES Raftar /Sinnlo Rnan n ngq"vq"vA Aqe" Raker Ground 1Rafter- Wind Speed and Exposure Snow Load Spacing Exp C s -(in)- ,_90.100 105 110 LIVE 20., 9,_9" 8,-4„ 7�_9" 7,_3" LIVE 16" 11,_2" 9'-8" 9'-0" 8'-5" 20 12" 13,_2„ 11'6„ 10_9" 10_1„ 20 24" 5'-2" 5'-2" 5'-2" 5'-2" LIVE 20" 6'-2" 6'-2" 6'-2" 6'-2" LIVE 16" 7'-8" 7'-8" 7'-8" 7'-8" 30 12" 10'_2" 1 10'_7' 10'_7' 10,_1„ 25 24" 4'-11" 4'-11" 4'-11" 4'-11" 25 20" 5'-10" 5'-10" 5-10" 5-10" 16" 7'-4" 7'-4" 7'-4" 7'-4" 60 12" 9.4. 91_91, 91.9, 9'_9„ 30 24" 4'-1" 4'-1" 4'-1" 4'-1" 30 20" 4'=11" 4'-11" 4'-11" 4'-11" 16" 6'-1" 6'-1" 6'-1" 6'-1" 12" 8'-1" 1 8'-1" 8'-1" 8'-1" 40 24" 3'-1" 3'-1" 3'-1" 3'-1" 40 20" 3'-8" 3'-8" 3'-8" T-8" 16" 4'-7" 4'-7" 4'-7" 4'-7" 12" 6'-1" 6'-1" 6'-1" 6'-1" 60 24" 2'-0" 2'-0" 2'-0" 2'-0" 60 20" 2'-5" 2'-5" 2'-5" 2'-5" 16" 3'-1" 3'-1" 3'-1" 3'-1" 17, 4'-1" 4'-1" 4'-1" 4'-1" TABLE 1.6 IABLE 1.2 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C s in 90 100 105 110 10 24" 13,_7, 12,_0" 11,-4„ 10,_8" LIVE 20" 15'-0" 13'-3" 12'-6" 11'-10" 20 16" 16,_10" 14,_11" 14'_1" 13,-4" LIVE 17, 19'_5" 17'_3" 16'_3" 15,_5" 20 24" 8'-10" 8'-10" 8'-10" 8'-10" LIVE 20" 10'-6" 10'-6" 10'-6" 10'-6" 30 16" 12,_3" 12,_3" 12,_3" 12,_3" 12" 14,_1" 14'_1" 14,_1" 14,_1" 25 24" 8'-5" 8'-5" 8'-5" 8'-5" 20" 10'_1" 10'_1" 101_1" 101_11, 60 16" 11'_11" 11,_11" 11'_11" 11,_11" 12" 13,_9" 13,_9" 13,_9" 13'_9" 30 24" 7'-0" 7'-0" 7'-0" 7'-0" 20" 8'-5" 8'-5" 8'-5". 8'-5" 16" 10'-6" 10'-6" 10'-6" 10'-6" 17, 12'_7, 12•_7" 12'_7' 12'_7, 40 24" 5'-3" 5'-3" 5'-3" 5'-3" 20" 6'-4" 6'-4" 6'-4" 6'-4" 16" 7'-10" 7'-10" 7'-10" 7'-10" 17, 10'_6" 10'-6" 10'-6" 10,_6" 60 24" 3'-6" 3'-6" T-6' 3'-6" 20" 4'-2" 4'-2" 4'-2" 4'-2" 16" 5'-3" 5'-3" V-3" 5'-3" 12" 7'-0" 7'-0" 7'4" 7'-0" IABLE 1./ n n40"v2"vR R25" Rafter (Midtisnan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C s in 90 100 105 110 10 24" 14'-6" 14'-6" 14'-6" 14'-5" LIVE 20" 16'_2" 16'_2„ 16'-2" 15,_10" 20 16" 18'_5" 18'_5" 18'_5" 17'_8" LIVE 12" 21'_7' 21,_7, 20'_5" 19'_10„ 20 24" 9'-2" 9'-2" 9'-2" 9'-2" LIVE 20" 10'-5" 10'-5" 10'-5" 10'-5" 30 16" 12'_1" 12,_1" 12'_1" 12'_1„ 12" 14'_6" 14,-6" 14'-6" 14'_6„ 25 24" 8'-11" 8'-11" 8'-11" 8'-11" 20" 10'_1" 10,_1" 10'_1" 10'_1" 60 16" 11'_9" 11,_9" 11'4" 11'_9" 12" 14'_1" 14,_1" 14'_1" 14'_1" 30 24" 7'-9" 7'-9" 7'-9" 7'4" 20" 8'-11" 8'-11" 8'-11" 8'-11" 16" 10'-4" 10'-4" 10'4" 10'4" 12" 12'_6" 12,-6" 12'-6" 12'_6" 40 24" 6'-3" 6'4" 6'-3" 6'-3" 20" 7'-2" 7'-2" 7'-2" 7'-2" 16" 8'-6" 8'-6" 8'-6" 8'-6" 12" 10'4" 10,-4" 10'-4" 10'4" 60 24" 4'-6" 4'-6" 4'-6" 4'-6" 20" 5'-3" 5'-3" 5'-3" 5'-3" 16" 6'-3" 6'-3" 6'-3" 6'-3" 12" 1 7'-9" 7'-9" 1 7'-9" 7'-9" I ABLt 1.:5 0 042"YTW" Rafter (Multisoanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C ps in 90 100 105 110 10 36" 12,_6" 12'_6" 12'-6" 12,-6" LIVE 32" 13'-6" 13'-6" 13'-6" 13'-6" 20 24" 16,_2„ 16'_7, 16'_2" 15,_10" LIVE 16" 20,_7, 20'_7" 20'_5" 19,-4" 20 36" 7'-7" 7'-7" 7'-7" 77" LIVE 32" 8'-4" 8'-4" 8'-4" 8'-4" 30 24 10'-3" 10'-3" 10'-3" 10'-3" 16" 13.6„ 13'-6" 13'-6" 13,_6" 25 36" 7'-0" 7'-4" 7'-4" 7'4" 32" 8'-0" 8'-0" 8'-0" 8'-0" 60 24" 9'-11" 9'-11" 9'-11" 9'-11" 16" 13,_1" 13'_1" 13'_1" 13,_1" 30 36" 6'-4" 6'-4" 6'4" 67-4" 32" V-11" 6'-11" V-11" 6'-11" 24" 8'-8" 8'-8" 8'-8" 8'-8" 16" 11,_7' 11,_7' 11'_7' 11-7" 40 36" 5'-0" 5'-0" 5'-0" 5'-0" 32" 5'-6" 5'-6" 5'-6" 5'-6" 24" 6'-11" 6'-11" V-11" 6'-11" 16" 9'-5' 9,_5" 9'_5„ 9,_5" 60 36" T-6" X-6" 3'-6" 3'-6" 32" 3'-11" 3'-11" 3'-11" 3'-11" 24" 5'-0" 5'-0" 5'-0" 5'-0" 16" 6-11" 6'-11" 6'-11" 1 6'-11" I ABLt 1.4 3"v3" Rafter in A" n/n (Multisnan or Sinale) Ground Rafter Wind Speed and Exposure Snow Load Gauge Exposure C s in 100 110 120 130 10 0.024„ 12'_7' 12'_3" 11,_7' 10,_3" LIVE 0.040" 16'-6" 16'-6" 16'-3" 15'4" 20 0.024" 8'-7" 8'-7" 8'-7" 8'-7" LIVE 0.040" 13'-1" 13'-1" 13'-1" 13'-1" 25 0.024" 8'-5" 8'-5" 8'-5" 8'-5" LIVE 0.040" 12'_10" 12'_10" 12,_10" 12,_10" 30 0.024" 7'-6" 7'-6" 7'-6" 7'-6" 0.040" 1 12'_0" 12'_0" 12'_0" 12'_0" 40 0.024" 6'-4" 6'-4" 6'-4" 6'-4" 0.040" 10'-3" 10'-3" 10'-3" 10'-3" 60 0.024" 4'-11" 4'-11" 4'-11" 4'-11" 0.040" 8'-1" 8'-1" 8'-1" 1 8'-1" I AtSLt 1.0 Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 76024 NOTE: RAFTERS MAY OVERHANG 26%, OF THEIR CLEARSPAN Carl Putnam, P. E. 0.040"x2"x6.625" Rafter (Single Span) 0.042"x3"x8" Rafter (Single Span) 3441 Ivylink Place Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C s in 90 100 105 110 10 24" 17'_9" 16'_0„ 15'_7' 14,_5" LIVE 20" 19,_1" 17,_7, 16'_8" 15,_10„ 16" 20,_6„ 19'_5" 18'_7' 17,_8„ 17, 27_7, 21'_7' 20,_5" 19,_10" 20 24" 12,_8" 12,_8" 12,_8" 12,_8" LIVE 20" 13'-10" 13'-10" 13'-10" 13'-10" 16" 15'-5" 15'-5" 15'-5" 15'-5" 12" 17'_9„ 17'4" 17,_9" 17'_8" 25 24" 12'4" 12'4" 12,-4" 12'-4" 20" 13'-6" 13'-6" 13'-6" 13'-6" 16" 15'_1" 15.1" 15,_1" 15'_1" 12" 17'-4" 17,-4" 17'4" 17'4" 30 24" 10'_7, 10'_7, 10,_7, 10'_7' 20" 12'4" 12,-4" 12'4" 12'-4" 16" 13'_9" 13,_9" 13'_9" 13'_9" 17, 15-10"1116-10" 15'_7„ 15,_10" 15'_10" 40 24" 7'-11" 7'-11" 7'-11" 7'-11" 20„ 9'-6" 9'_6„ 9'_6„ 9'-6" 16" 11,_10" 11'_10" 11,_10" 11'_10" 12" 13,_9" 13,_9" 13'_9" 13,_9" 60 24" 5'-4" 5'-4" 5'-4" '5'4" 20" 6'4" 6'-4" 6'4" 6'-4" 16" 7'-11" 7'-11" 7'-11" 7'-11" 12" 10,_7, 10'_7' 10'_7' 10,_7, [ABLE 1.0 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 6 of 60 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C s in 90 100 105 110 10 36" 16,_7' 14'_4„ 13,-6" 12,_8" LIVE 32" 17'-2" 15'-3" 14'-5" 13'-7" 24" 19,_11" 17'_8" 16,_9„ 16_10" 16" 24,_7, 21'_7' 20,_5„ 19,-4" 20 36" 9'-8" 9'-8" 9'-8" 9'-8" LIVE 32" 10'-10" 10'-10" 10'-10" 10'-10" 24" 14'-4" 14,-4" 14'-4" 14'-4" 16" 17'_5" 1 17,_5" 17,_5" 17'_5" 25 36" 9'-3" 9'-3" 9'-3" 9'-3" 37, 10'-4" 10,-4" 10'-4" 10'_4" 24" 13'_9" 13,_9" 13'_8" 13'_9" 16" 17'_0" 17,_0" 17'_0" 17'_0" 30 36" 7'-8" 7'-8" 7'-8" 7'-8" 32" 8'-8" 8'-8" 8'-8" 8'-8" 24" 11,_6" 11'-6„ 11'4" 11'_6" 16" 15'_7" 15'_7„ 15'_7' 15,_7' 40 36" 5'-9" 5'-9" 5'-9" 5'-9" 32" 6'-6" 6'-6" 6'-6" 6'-6" 24" 8'-8" 8'-8" 8'-8" 8'-8" 16" 12,_11„ 12,_11„ 12'-11"112'-11" 60 36" 3'-10" T-10" 3'-10" T-10" 32" 4'-4" 4,-4„ 4'-4" 4,-4„ 24" 5'-9" 5'-9" 5'-9" 5'-9" 16" 8'-8" 8'-8" 8'-8" 8'-8" I AbLt: l.`J ILynchburg, VA 24603 ca rI outn a mocomcast. net RAFTERS O/C SPACING MAY BE DOUBLED IF THE RAFTERS ARE DOUBLED UP TO 48" O/C OCT 20 2011 SINGLE SPAN TABLES I ATTICF r'nVFR 2 D PnCT CPAr:INf;C FnR PATIn ANn CnmmFRrIAI r:nVFRC 9D MPN WINn.ARFA5: 20'-10' 0.042"x3"x8" Double 0.042.x3"x8% Detail 12.12 �' Double 0.040"x2"x6.625" Detail L12 Box Beam Detail LnFOOTER 0.042"x3"x8" Box Beam Detail L1 Double 0.042"xT'x8" Detail L12 Double 0.0401,x2"x6.625" Detail L12 TABLE 2.1 2B named single Freestan.: Adached.Singla. Freestanding -or o"r Attached Freestanding or TABLE 2.1 named single Freestanding or Adecned single Freestanding or decned single Freestanding or 21 25 Span Structure Multis an span St -lure Multis an Units Structure Multis an Units Span Structure Multis an Units Span Slruclure Multis an Units Span Swclure Multis an Units GROUND TRIG MAX POST MAX MAX POMAX MAX POSTLENGTH MAX MAX POSTLENGTH GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POSTLENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTER 8' I POST B' I 10' I 12' POST MIN FOOTER B' ' 10' I 12' SNOW WIDTH POST REO' POST MIN FOOTER 8' I IV I 12' POST MIN FOOTER B' I 10' I 12' POST MIN FOOTER 8' I 10' I 12LOAD (FT) SPACING FOR SPACIN JMINEFOOTER POST SIZE CONSTRAISPACIN SIZE CONSTRAINED FOOTE SPACING POS SIZE CONSTRAINED FOOTE LOAD (FT) SPACING FOR SPACIN POS SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTE SPACING POS SIZE CONSTRAINED FOOTE(PSF) ON SLAB SLAB . (FT) TYPE -d- -d- (FT) 'd' 'd' "d' "d" (FT) TYPE -d- 'd' 'd' "d" (PSF) ON SLAB SLAB (FT) TYPE "d" -d- 'd 'd' (FT) TYPE -Cr 'd- -d• .1 (FT) TYPE"d" 'd' "Cr "d" a1IIIs f �� 18 lin int (in) in in in) (in) (Int Un) (in) FT) in) in) (in) (in) (in) in) in) lin (in) (in) (in) (in) 20'-10' X90 MPH EXPOSURE B 2B 19'-3" A 21 25 26 28 101! Sas 22E -'6" A 17-61, A 18 23 25 26 26 LIV 3.5 19'5" A 174' A 18 23 24 25 24 25 4 17'-0" A 11'4" A 18 22 24 25 23 23 4.5 15'-1" A 10'-7" A 19 22 23 25 C 24 5 13'-7' A 9'-11" A 19 22 23 24 11'•10' C 5.5 1".. A 9'-0' A 19 21 23 24 25 11'-1" C 11'4" A 8'6" A 19 21 22 24 25 25 10'-1" C A 8'4' A 20 21 22 24 25 25 25 9'-1' A T-11" A 20 21 22 23 19 5.5 7.5 9'-1' A 7'-7" A 20 20 22 23 B 25 8 816" A 7'3" A 20 20 22 23 19 6 8.5 8'-0" A 6'-11" A 20 20 22 23 B 25 9 7'-6" A 616" A 20 20 21 23 20 6.5 10-5" A 8'4" 614" A 20 20 21 22 B 26 10 8'-9" A 6'-2" A 20 20 21 22 21 7 11 6'-Y A 5'-0" A 21 21 21 22 B 26 12 5'6' A 5'-YA B 21 21 22 23 T•9' 7.5 13 5'-Y A 5'-1' A 21 21 22 23 20'-10' A 21 25 27 2B 19'-3" A 21 25 26 28 181-0' B 22 25 26 27 16'-11" B 22 24 26 27 181-0' B 22 24 25 27 5'- ' BB�� 23 24 25 28 14'-5' �,B 23 23 25 26 3'-10" �S/ B 23 23 25 26 13'-3' C 23 23 24 26 12'-9" C 24 24 24 26 17-3' C 24 24 24 25 11'•10' C 24 24 24 25 1115" C 24 24 24 25 11'-1" C 24 24 24 25 10'-9" C 25 25 25 25 10'-1" C 25 25 25 25 0'-7"C C 25 25 25 25 9'-1' C 25 25 25 25 18'-8" A 20 24 25 27 17'3- A 20 23 25 26 161-11, A 21 23 24 26 15'-Y B 21 23 24 25 14'4" B 21 22 24 25 13'3- B 22 22 24 25 13'-0" B 22 22 23 25 175- B 22 22 23 24 11'-11" B 23 23 23 24 11'5' B 23 23 23 24 11'-1" B 23 23 23 24 10'5" B 23 23 23 24 10'-5" C 23 23 23 24 IVA" C 24 24 24 24 9'-9" C 24 24 24 24 9'3" C. 24 24 24 24 8'-9" C 24 24 24 24 81" C 25 25 25 1 25 10 3 226" A 13'6" A 20 25 27 28 20'-4" A 23 28 29 31 18'-2" A 22 26 27 29 LIVE 3.5 1915" A 17-4' A 20 25 26 28 18'-9" A 23 27 29 30 18'-10" A 23 25 27 28 6'-10' A 4 17'4" A 11'4" A 21 24 26 27 1716" B 24 27 28 30 1516" A 23 25 27 28 8'S" 4.5 15'-1" A 10'-7' A 21 24 25 27 18'5" B 24 26 28 29 14'6' A 24 25 26 28 8 5 13'-7' A 9'-11" A 21 24 25 26 1516' B 25 26 28 29 13'-11" B 24 24 26 27 19 5.5 174" A 9'-0' A 22 23 25 26 14'-9" B 25 26 27 29 13'3' B 24 24 26 27 19 6 11'4" A 8'-9" A 22 23 25 26 14'4" B 25 25 27 28 1".. B 25 25 25 27 20 6.5 10-5" A 8'4" A 22 23 24 28 13'5" B 26 26 27 28 17-1' 8 25 25 25 27 21 7 916" A 7'-11" A 22 23 24 25 17-10" B 26 26 26 28 11'-7" B 25 25 25 26 T•9' 7.5 9'-1" A T-7' A 22 22 24 25 174" C 26 26 28 28 11'-2' B 25 25 25 26 C 8 816" A 7'3" A 23 23 24 25 11'-11' C 27 27 27 27 10'-9" B 26 26 26 26 20 8.5 8'-0' A 8'-11' A 23 23 23 25 11'6" C 27 27 27 27 1015" 8 26 26 26 28 20 9 71" A e'6" A 23 23 23 25 11'-1' C 27 27 27 27 10'-1" B 26 26 26 26 21 9.5 7'-2" A 8'5' A 23 23 23 24 10'-9" C 27 27 27 27 9'-9" C 26 26 26 26 22 10 6'-8" A 6'-2" A 23 23 23 24 IV -5' C 27 27 27 27 916" C 27 27 27 27 11 6'-2*' A 5'-9' A 23 23 23 24 9'-10' C 28 28 28 28 91-0" C 27 27 27 27 12 5'6" A 515" A 23 23 23 25 9'3' C 28 28 28 28 8'$" C 27 27 27 27 13 5' -Y A 5'-1' A 24 24 24 25 e'-10' C 28 28 28 28 e'•1" I C 1 27 1 27 1 27 1 27 An MPH F%P(1CIIRF R 20 3 11'-10' A 9'-1" A 18 21 23 24 14'40' B 18 24 25 26 13'4" B 18 22 24 25 LIVE 3.5 10'-7' A 8'-2" A 16 21 22 23 13'-7" B 19 23 25 26 173" B 18 22 23 24 6'-10' A 4 8'-11- A 7'6" A 18 20 22 23 17-7' C 19 23 24 25 111-5" B 18 21 23 24 8'S" 4.5 V-11" A 6'-11' A 18 20 21 23 11'6" C 19 22 24 25 106' B 19 21 23 24 8 5 7'-1" A 6'S" A 16 20 21 22 11'-0' C 20 22 24 25 101-0" C 19 21 22 23 19 5.5 B'-5' A 5'-11" A 17 20 21 22 10'-5" C 20 22 23 25 916' C 19 21 22 23 19 6 5'-11' A 5'-7" A 17 19 21 22 9'-10" C 20 22 23 24 9'-0" C 20 20 22 23 20 0.5 5'-5" A 5'3' A 17 19 20 22 915' C 20 21 23 24 8'-7' C 20 20 22 23 21 7 51-11, A 51-0" A 17 19 20 22 81.11" C 21 21 23 24 8'3" C 20 20 21 23 T•9' 7.5 4'-0' A 4'6' A 17 19 20 21 8'-7' C 21 21 22 24 TAW C 20 -20 21 23 C 8 4'S" A 4'S" A 17 19 20 21 8'-7' C 21 21 22* 23 7'1' C 20 20 21 22 20 8.5 4'-2' A 4'1- A 17 19 20 21 7'-10" C 21 21 22 23 7'-3' C 20 20 21 22 20 9 T-11' A T-11" A 17 19 20 22 7'-7" C 21 21 22 23 7'-0' C 21 21 21 22 21 9.5 T-9' A 3'-0' A 17 19 21 22 T3" C 21 21 22 23 8'-8' C 21 21 21 22 22 10 3'-6' A 3'-6" A 17 19 2122 T-0" C 21 21 22 23 6'-7" C 21 21 21 22 11 T -2'A T -2'A 17 20 21 22 6'-7" C 22 22 22 23 6'-7' C 21 21 21 22 12 2'-11" A 7-11" A 1720 22 23 6'-2" C 22 22 22 23 5'-10' C 21 21 22 23 13 76' A 2'-6' A 17 20 22 23 5'-10' C 22 22 22 23 5'6" C 21 21 22 23 30 90 MPH EXPOSURE 9 A T-10' A 17 22 24 25 13'-1' C 20 25 27 28 11140' C 19 23 25 30 3 8'-0' A T-10' A 15 21 22 23 13'-1' C 18 23 24 28 11'-10" C 17 22 23 24 25 3.5 6'-10' A 7'1" B 15 20 22 23 12'-0' C 18 22 24 25 10'-10" C 17 21 23 24 23 4 6'-0" A 8'S" 8 15 20 21 22 11'-1' C 18 22 24 25 10'-1" C 18 21 22 24 20 4.5 64' A 5'-10" 8 15 19 21 22 10'-3' C 19 22 23 24 915' C 18 21 22 23 C 5 4'-10" A 51S" 8 19 19 21 22 916" C 19 21 23 24 8'-10" C 18 20 22 23 B'4" 5.5 4'4" A 5'1" B 18 19 20 22 9'-1" C 19 21 23 24 8'4" C 19 20 21 23 26 6 4'1' A 4'3" B 18 19 20 21 8'-7" C 19 21 22 24 7'-11" C 19 20 21 23 24 9.5 T-8" A 4'4' 8 16 18 20 21 8'•1" C 19 21 22 23 T4' C 19 20 21 22 22 7 3'S' A 4'-0" 8 18 18 20 21 T•9' C 20 21 22 23 7'1- C 19 20 21 22 22 7.5 T -Y A 3'-9' B 18 18 20 21 T-0" C 20 20 22 23 8'-10" C 19 19 21 22 C 8 7-0' A 3'6" B 18 19 20 21 7'-0' C 20 20 22 23 8'-7' C 19 19 21 22 8'-9" 8.5 2'-10' A 3'-4' 8 18 19 20 21 e'-0" D 20 20 21 23 64" C 20 20 20 22 24 9 76' A 3'-7' 8 18 19 20 22 e'6' D 20 20 21 22 6-1" C 20 20 20 22 22 9.5 76' A 3'-0' 8 18 18 21 22 e'3" D 20 20 21 22 5'-10" C 20 20 21 22 30 3 B'-0" A T-10' A 17 22 24 25 13'-1' C 20 25 27 28 11140' C 19 23 25 26 3.5 6'-10' A 7'-0' B 17 22 23 25 12'-0" C 20 25 26 27 10'-10' C 20 23 25 26 4 6'-0" A 81S" B 17 22 23 24 11'-1' C 21 24 26 27 10'-1" C 20 23 24 26 4.5 5'4" A 5'-10" B 17 21 23 24 10'3- C 21 24 25 27 915' C 20 22 24 25 5 4'-10" A 515" 8 17 21 22 24 96" C 21 23 25 26 B'-10' C 21 22 24 25 5.5 4'1' A 5'-0" 8 18 21 22 23 9'-1" C 21 23 25 26 B'4" C 21 22 23 25 6 4'1' A 4'-9" B 18 20 22 23 8'-7' C 22 23 24 26 T-11" C 21 22 23 25 8.5 Y-8" A 4'4' B 18 20 22 23 8'-1" C 22 23 24 26 T -B" C 21 21 23 24 7 Y-5" A 4'-0" B 18 20 21 23 71-9"C 22 22 24 25 7'-2' C 21 21 23 24 7.5 Y -Y A T-9' B 18 20 22 23 -4" 7'-4"C 22 22 24 25 6'-10' C 22 22 23 24 8 Y.0" A 3'6 " B 18 20 22 23 -0 T' C 22 22 23 25 e'•7" C 22 22 22 24 8.5 2'-10' A 3'4' B 18 21 22 23 8'-9" 0 22 22 23 25 6'4' C 22 22 22 24 9 76" A T-7' B 18 21 22 24 6'-6' D 23 23 23 24 6'-1' C 22 22 22 24 9.5 1 74" A I Y-0' I 8 1 18 1 21 22 24 8'•3" 0 23 23 23 24 5'-10- C 22 22 22 24 OCT 20 2011 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 7 of 60