Loading...
HomeMy WebLinkAboutB17-2750 000-000-000Amerimax Exterior Home Products AlumawoodT"° Patio Cover, Carport and Commercial Structure Engineering�20 6 C� PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2015 GENERAL NOTES GN02-2015 1 PAGE 2 PAGES SC01-2015 SCO2-2015 3 PAGES 22 PAGES 4 PAGES LT01-2015 LT02-2015 LT03-2015 LT04-2015 4 PAGES 23 PAGES 4 PAGES NP01-2015 NP02-2015 NP03-2015 N PO4-2015 9 PAGES CD01-2015 CD02-2015 CD03-2015 CD04-2015 CD05-2015 CD06-2015 CD07-2015 . CD08-2015 CD09-2015 10 PAGES Misc1 a-2015 Miisc1 b-2015 Misc2-2015 Misc3-2015 Misc4-2015 Misc5a-2015 Misc5b-2015 Misch-2015 Misc7-2015 Misc8-2015 PROFESSIONAL ENGINEERING STAMPS PAGE SOLID PANEL STRUCTURAL CONFIGURATIONS ALUMAWOOD STRUCTURAL CONFIGURATIONS SECTION 1.0 . RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVERS COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES SECTION 4.0 SOLID COVER PANEL SPANS FOR COMMERCIAL AND PATIO -STRUCTURES SECTION 5.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR SOLID COVERS COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS . . I . . I I . I .. . / Ire— COMPONENT PARTS AND CONNECTION DETAILS °mac` 33� PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWFOR CODE M�PL ANCE 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 B 17-2750 PC:.1 /F [ LE 00)-250-021. N O VE M.BE.R 1.5, 2017 PATIO COVER January 31, 2017 L GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2015 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 21.0 PSF DESIGN ROOF SNOW LOAD 30 PSF 25.2 PSF DESIGN ROOF SNOW LOAD 35.7 PSF 30.0 PSF DESIGN ROOF SNOW LOAD 42 PSF 35.3 PSF DESIGN ROOF SNOW LOAD 50 PSF 42.0 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 2016 CBC 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 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 ASCE7-10 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. I SEISMIC LOADING MAXIMUM Ss = 150% SHOWN IN 2016 CBC FIGURE 1613.3.1(1) Ss > 150% ARE NOT REQUIRED AS PER ASCE7-10 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 CBC SECTION 1605.3.1.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING WIND OR SEISMIC FORCES. #Bv.REc��IE�� A��� Amerimax Standard Plan (2016 CBC) 1/31/2017 ,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 f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. Page 1 of 83 5. CONCRETE MIX: CONCRETE WILL MEET THE DURABILITY REQUIREMENTS OF ACI 318-14. 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 CBC 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 ALUMINUM MAY BE SUBSTITUTED FOR 3004H3x. May 31 2017 ENGINEER'S STAMP Amerimax- 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 CMP NONE I1kJ1K..1'AK' GENERAL NOTES GN01-2016CBC 1 1 OF 2 GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE 20. All structures must comply with one of the following: CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE Category (SDC) A -D up to the maximum Ss noted in General Note #3. ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 ANSI/ASME STANDARD 818.6.1 AHD AND AF&PA NDS -05 11.1.4. ALL LAG SCREWS MUST COMPLY Exception #1 do not require additional seismic analysis. WITH ANSI/ASME B18.2.1 AND AF&PA NDS -05 11.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/ c. Structures not complying with (a) or (b) must have constrined footings and are limited to the DIMENSIONS IN ACCORDANCE WITH ASME B18.22.1, TYPE A. ALL STEEL NUTS TO BE ASTM A563. Ss shown in Section 2.0 or 5.0. THE MINIMUM WASHER DIAMETER SHALL BE 1" FOR BOLTED CONNECTIONS. SCREWS AND BOLTS WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS REPORT. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS U, AND X) MAY BE LOCATED ANYWHERE. 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. r 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC- ESR 1271, 1408, 1976, 2196, 3006, 3215, 3223, 3231, 3294, 3332, 3528, 3558 OR EQUIVALENT AND USE HEADS W/ 24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER PROJECTION OR WIDTH SHALL BE ( ) DIAMETERS EQUAL TO #8 =5", #10 =2", #12 =13" AND #14 = !" OR STEEL WASHERS OF SIMILAR 16 8 32 2 LESS THAN 30' - DIAMETER AND AS PER GENERAL NOTE #11 GENERAL NOTES FOR LATTICE STRUCTURES: 15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2012 AND LT01-2015 THRU LT03-2015.) ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 1. SEE GENERAL NOTE #3 FOR LIVE AND SNOW LOADS. t 16. ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION 2. NOTE INTENTIONALLY LEFT BLANK. #2 IN IBC SECTION 1505.2. 3. SINGLE SPAN ATTACHED LATTICE. STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY 17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. WITH TABLE L1 AND L2 ON SHEET M5. 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 PERMIT TTECOUNTY DEVEEOPMENTSERVICES SECTION 6.7. REVIEWED FOR CODE CCNApUANCE 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM OY---- DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT DATE 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 t_ TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING r�FF AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, N12 OR AL. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. 6 1 Amerimax" 0/2019 28921 US Hwy 74 * j * EXTERIOR HOME PRODUCTS Romoland, CA 92585 IVIL T DRAWN BY: FCAUFO� CMP SCALE: May 31 2017 NONE NAMEART GENERAL NOTES Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 2 of 83DATE. DR PART GN02-2015 SHEET ENGINEERS STAMP 2 OF 2 VARIES SEE SCHEDULES• PROD CT LENGTH pROJECTION PROJECTION LENGTH VARIES• H 100% OF PROJECTION CANT 100% OF 22 oo END FASCIA MIN. LENGTH FASCIA L MIN. LENGTH LENGTH & pOST�SP • MIN. SLOPE 0.25%FT. MIN PANEL JOINT NO E OF # 10U 5 F AENERS COVER PANEL ATTACHMENT TO MIN ILEVER COVER 4CONCRETE SLAB HEADER MAX. W/0 A FOOTING MAY OVERRAN HEADIER 0 PERMITTED BE USED WHERE 25% POS INSTALL w SPACING COLUMN m SEE SCHEDULE VERTICAL "d" PROVIDE 1 1/ " ROVIDE 1 1/2" DRAIN MIN 3.5' CONCRETE SLAB DRAIN REWD W/ CONSTRAINED 'd d I Tye FOOTINGS SEE SCHEDULE FOR ^" � SEE SCHEDULE FOR L J FOOTING SIZE "d" -d- o .I aI( l` o FOOTING SIZE. SINGLE SPAN ATTACHED SRv\GeS r• SINGLE' SPAN ATTACHED CANTILEVERED STRUCTURE PERMkS #e� 0,00,1 ewsp� SCHEDULES c,60E Imo , ON : SEE SCHEDULE FOR POSTS. ALL POSTS TO BE - INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM). � END F CIA PANEL c� MULTISPAN FREESTANDING oti5 STRUCTURE S�OQ�, ' S�O,P CO SQA ' ��N• sCy�o ��F� �. MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS VARIES. LENGTH OV _ _ - SjOgNeFy yM � FASCIA C'4NT1 ER �SEAP IEAR CL x 00y4i►4(���pFp = —i i �� _ Pani Fyne —� PANEL MAY INTER- OVER PN ~ OVERHANG 25% MAX. MEDIATE O HANG. 1/2"0 STEEL OF CLEARSPAN 25% BAR (RE -BAR L� MAXIMUM SPACING kip CPROVIDE 1 1/2" '- SEE SCHEDULE FOR SIZE DRAIN I DETAIL AQ OR N29 ONLY MIN 3.5' CONCRETE SLAB RED'/Z/,, I W/ CONSTRAINED FOOTINGS MULTISPAN ATTACHED CANTILEVERED STRUCTURE PATI❑ COVERS ARE LIMITED TO 12' HEIGHT. CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 15' HEIGHT. Amerimax Standard Plan (2016 CBC) 1/31/2017 -HEADER INSTALL COLUMN VERTICALLY—� �-PROVIDE 1 1/2' DRAIN MIN 3.5' CONCRETE SLAB R W/ CONSTRAINED FOOTINGS -EE SCHEDULES pc., ; _- S4, 3/8"0 X 9" REBAR SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY SINGLE SPAN FREESTANDING STRUCTURE • LENGTH VARIES \ O'HAN FOR POST SIZE SEE POST SCHEDULES ' :TION HEADER PANEL w PRRAOVIDE IN .1 1/2 MIN w3.5' CONCRETE. -SLAB REQ'D "d' W/ CONSTRAINED FOOTINGS " 1 SEE SCHEDULE FOR SIZE PLACE 3/8"0 STL.(RE-BAR) DETAIL AQ OR "N29 ONLY ,QM : co FD W MAX. O'HANG 25% OF ' POST SPACING SEE SCHEDULE FOR - POST SPACING MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS r 25% POST STL.COLTYP. SPACING = -in'd I 3/8"0 STEEL BAR 'd� (RE -BAR) .y SEE SCHEDULE FOR SIZE MULTISPAN ATTACHED STRUCTURE DETAIL AQ OR N29 ONLY Page 3 of 83 May 31 2017 ENGINEER'S STAMP 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 MAXIMUM RAFTER OVERHANG IS 25% OF CLEARSPAN Off. W.,Vp POST HT. MULTISPAN FREESTANDING LATTICE STRUCTURE `\`ice x/11 1721. LATTICE OVERHANG 36' MAX FOR / /moi Vii''" •/i''" �' �I 24' MAX 30 PSF SNOW LOAD OR HIGHER NCONCRETE EQ/ FOOTINGS S\� LATrICE • - OR EAM -1 `\i I s •- ATTACHMENT TO CONCRETE SLAB •' ❑'HANG— VERHANG FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 4 of 83 N May 31 2017 ENGINEER'S STAMP NCONCRETE EQ/ FOOTINGS S\� W CONSTRAINED J r p * -AW 1Si' �E.? ATTACHMENT TO CONCRETE SLAB MIN 4' W/❑ FOOTINGS SEE SCHEDULE FOR SIZE— Z�� DETAIL L29 ONLY G p c OF CLEAR SPAN MAY BE USED WHERE PERMITTED r `.I, "d' MIN 3.5' CONCRETE SLAB �dy°'J ,. SEE SCHEDULE C(C _SC,y,, A�� REWD W/ CONSTRAIFOOTNED s V�RyeAC t SEE SCHEDULES. PROD CTION LENGTH VARIES.OF PROJECTION FASCIA C P 100 / MIN. LENGTH L SINGLE SPAN ATTACHED 2°x6.625°, 3°x8° OR LATTICE STRUCTURE HEADERR. COVER. PANEL 3°x3° ALUM RAFTERS F ' RAFTER OVERHANG SPACPOST _ S Qp °�° S� A0 tib/ NG _ j LATTICE: SEE DETAIL L3 PROVIDE 1 1/ . 3 6 S DRAIN - 'd MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED J� 'til p SEE SCHEDULE FOR -- — "d" "d" FOOTINGS ' MIN 3.5' CONCRETE SLAB �TFSFN S pOS MULTISPAN UNITS FOOTING' SIZE REWD W/ CONSTRAINED REFER TO GENERAL SINGLE SPAN ATTACHED CANTILEVERED SIRUCiURE FOOTINGS 1< NOTE 22, � � SINGLE SPAN FREESTANDING PLACE 3/8° 0X 9° LASTRUCTURE y L SEE SCHEDULE FOR SIZE Tw TW TW �1 F� TW TW TW TW DETAIL L29 ONLY ❑'HANG— VERHANG FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 4 of 83 N May 31 2017 ENGINEER'S STAMP SECTION 1.0 LATTICE COVER INSTRUCTIONS AND POST TABLES 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 20 PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS.O�jv\,a�G 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 1.1 OR CALCULATE -^0M v, FROM TRIBUTARY DIAGRAM ON SCO2 PAGE 2 OF 2 6. LOCATE HEADER TABLE IN SECTION 2.0 W/ CORRECT PARAMETERS a. GROUND SNOW LOAD, SEE GEN NOTE #3 b. LIVE LOAD, SEE #3 ABOVE QPM. c. WIND SPEED, SEE GEN NOTE #3 d. EXPOSURE, SEE GEN NOTE #3 ` e. SEISMIC, SEE GEN NOTE #3 f. ATTACHED OR FREESTANDING g. a -e ARE SET BY YOUR LOCAL BUILDING AUTHORITY 7. CHOOSE A HEADER FROM TABLES IN SECTION 2.0 THAT HAS ADEQUATE POST SPACING 8. DETERMINE FOOTING SIZE USE THE UPLIFT FOOTING IF BOTH OF THESE CONDITIONS ARE MET a. STRUCTURE IS ATTACHED TO AN EXISTING STRUCTURE Table 1.3 b. TABLES Ll AND L2 ARE SATISFIED c. GO TO #9a IF EITHER a OR b ARE NOT TRUE THEN: a. CHOOSE CONSTRAINED FOOTING SIZE BASED ON THE 3 CHOICES OF POST HEIGHT b. USE THE LARGER OF THE UPLIFT OR CONSTRAINED FOOTING SIZE c. CONSTRAINED FOOTINGS MUST USE DETAIL L29 OR M5 d. GO TO 9b 9. DETERMINE POST TYPE a. IF BOTH 8a AND 8b ARE TRUE THEN USE POST SHOWN IN TABLE UNDER "MIN POST TYPE" CROSS REFERENCE LETTER CODE W/ TABLE 1.2 IF THIS POST'S MAX HEIGHT IS TOO SHORT, UPGRADE THE POST. b. IF EITHER 8a OR 8b ARE NOT TRUE THEN: DETERMINE POST TYPE FROM CROSS REFERENCING THE UPLIFT FOOTING AND CONSTRAINED FOOTING ON TABLE 1.3 example: A40" UPLIFT FOOTING AND A 20" CONSTRAINED FOOTING ARE REQUIRED. POST TYPE "Fl" IS REQUIRED. TABLE 1.2 SHOWS POST TYPE "Fl" TO BE A 0.041"X3"X3" STEEL CLOVER POST WITH A MAX HEIGHT OF 11'. 10. IF STRUCTURE IS ATTACHED FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 OR TABLE 7.7 11. USE THE APPROPRIATE DETAILS (L1-1-34) FOR PATIO SLABS FOLLOW 1-7 FROM ABOVE THEN SLAB 7. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 8. BOTH 8a AND 8b MUST BE TRUE SLAB 9. FOLLOW 9a FROM ABOVE SLAB 10. FOLLOW 10 AND 11 FROM ABOVE SLAB 11. FOR TWO POST STRUCTURES USE TABLE 7.1 ON S c3 FOR SLAB REQUIREMENTS INSTEAD OF SECTION 2.0 It\ d(E�. 610/2019 J* %,\/ May 31 2017 Amedmax Standard Plan (2016 CBC) 1/31/2017 Table 1.2 Post Description Max POS Hgt Type Detail TABLE 1.1 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 10' Al AC 0.042"x3"x8" Aluminum Post OVER- A2 Ll 0.024"x3"x3"Post with Sideplates PROJECTION OF SINGLE SPAN STRUCTURES (FT) B L24 Clover 0.030"x3"x3" Alum 11' C L11 HANG 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21'22' 9' 0' 3' 3.5' 4' 4.5' 5' 5.5' 6' . 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 3' n/a n/a n/a n/a n/a n/a n/a 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 4' n/a We n/a n/a n/a n/a n/a n/a n/a n/a n/a 10.5' 11' 11.5' 12' 12.5' 13' 5' 1 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 13' 13.5' USE THE UPLIFT FOOTING IF BOTH OF THESE CONDITIONS ARE MET a. STRUCTURE IS ATTACHED TO AN EXISTING STRUCTURE Table 1.3 b. TABLES Ll AND L2 ARE SATISFIED c. GO TO #9a IF EITHER a OR b ARE NOT TRUE THEN: a. CHOOSE CONSTRAINED FOOTING SIZE BASED ON THE 3 CHOICES OF POST HEIGHT b. USE THE LARGER OF THE UPLIFT OR CONSTRAINED FOOTING SIZE c. CONSTRAINED FOOTINGS MUST USE DETAIL L29 OR M5 d. GO TO 9b 9. DETERMINE POST TYPE a. IF BOTH 8a AND 8b ARE TRUE THEN USE POST SHOWN IN TABLE UNDER "MIN POST TYPE" CROSS REFERENCE LETTER CODE W/ TABLE 1.2 IF THIS POST'S MAX HEIGHT IS TOO SHORT, UPGRADE THE POST. b. IF EITHER 8a OR 8b ARE NOT TRUE THEN: DETERMINE POST TYPE FROM CROSS REFERENCING THE UPLIFT FOOTING AND CONSTRAINED FOOTING ON TABLE 1.3 example: A40" UPLIFT FOOTING AND A 20" CONSTRAINED FOOTING ARE REQUIRED. POST TYPE "Fl" IS REQUIRED. TABLE 1.2 SHOWS POST TYPE "Fl" TO BE A 0.041"X3"X3" STEEL CLOVER POST WITH A MAX HEIGHT OF 11'. 10. IF STRUCTURE IS ATTACHED FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 OR TABLE 7.7 11. USE THE APPROPRIATE DETAILS (L1-1-34) FOR PATIO SLABS FOLLOW 1-7 FROM ABOVE THEN SLAB 7. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 8. BOTH 8a AND 8b MUST BE TRUE SLAB 9. FOLLOW 9a FROM ABOVE SLAB 10. FOLLOW 10 AND 11 FROM ABOVE SLAB 11. FOR TWO POST STRUCTURES USE TABLE 7.1 ON S c3 FOR SLAB REQUIREMENTS INSTEAD OF SECTION 2.0 It\ d(E�. 610/2019 J* %,\/ May 31 2017 Amedmax Standard Plan (2016 CBC) 1/31/2017 Table 1.2 Post Description Max POS Hgt Type Detail Twin 0.060"x1.5"x1.5" Scroll 10' Al AC 0.042"x3"x8" Aluminum Post 12' A2 Ll 0.024"x3"x3"Post with Sideplates 30' B L24 Clover 0.030"x3"x3" Alum 11' C L11 Clover 0.040"x3"x3" Alum 11' D Lll Colonial 0.062" Extruded 11' E AE 0.041"x3"x3" Steel Clove 11' F1 L11 0.041"x3"x3" Steel Clove 10' F2 L11 0.041"x3"x3" Steel Clove 9' F3 L11 0.041"x3"x3" Steel Clove 8' F4 1-11 0.041"0"x3" Steel Clove 7' F5 1-11 1/8"x3"0" Steel Square 12' G1 L21 1/8"0"0" Steel Square 30' G2 L21 3/16"0"x3" Steel Square 12' H1 L21 3/16"x3"x3" Steel Square 10' H2 L21 3/16"x4"x4" Steel Square 15' 11 L21 3/16"x4"x4" Steel Square 12' 12 L21 3/16'6"6" Steel Square 15' J1 L21 3/16"x6"x6" Steel Square 15' K1 L21 Uplift d(in) Constrained d (in) 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 14 Fl Fl Fl Fl Fl Fl Fl Fl Gl G1 G1 G1 G1 G1 G1 G1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl Kl Kl Kl 15 Fl Fl Fl Fl Fl Fl Fl F1 Gl G1 G1 G1 G1 G1 G1 G1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 KI Kl Kl K1 K1 16 Fl Fl Fl Fl Fl Fl Fl Fl G1 G1 Gl G1 G1 G1 G1 G1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl Kl Kl Kl 17 Fl Fl Fl Fl Fl Fl Fl Fl Gl G1 G1 G1 G1 G1 G1 G2 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl Kl Kl Kl 18 Fl Fl Fl Fl Fl -Fl Fl Fl Gl G1 G1 G1 . G1 G1 G1 G2 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 KI Kl Kl KI Kl 19 Fl Fl Fl Fl Fl Fl Fl Fl Gl G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl Kl Kl Kl 20 Fl Fl Fl Fl Fl Fl Fl Fl Gl G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl K1 Kl Kl 21 Fl Fl Fl Fl Fl Fl F1 - Fl Gl G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl Kl Kl Kl 22 Fl Fl Fl Fl Fl Fl Fl F2 Gl G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl Kl Kl Kl 23 Fl Fl Fl Fl Fl Fl Fl F2 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl K1 KI KI Kl 24 Fl Fl Fl Fl Fl Fl Fl F3 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl Kl Kl Kl 25 Fl Fl Fl Fl Fl Fl Fl F4 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 KI Kl Kl KI Kl 26 Fl Fl Fl Fl Fl Fl Fl F5 G1 G1 G1 G1 G1 Gl G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 KI KI Kl KI KI 27 Fl F1 Fl FI Fl F1 Fl F5 G1 G1 G1 G1 G1 Gl G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl Kl Kl 0 28 Fl Fl Fl Fl Fl Fl Fl G1 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl KI KI KI 0 29 Fl Fl Fl Fl Fl Fl F2 G1 G1 G1 G1 G1 G1 Gl G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl K1 Kl KI 0 30 Fl Fl Fl Fl Fl Fl F3 G1 G1 G1 G1 G1 G1 Gl G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl KI Kl Kl 0 31 Fl Fl Fl Fl Fl Fl F3 G1 G1 G1 G1 G1 G1 Gl G2 H1 H1 H1 H2 H2 H2 H2 H2 11 12 12 12 12 12 Kl Kl Kl KI 0 32 Fl Fl Fl Fl Fl F2 F4 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H2 H2 H2 H2 H2 H2 Il 12 12 12 12 12 Kl KI KI KI 0 33 Fl Fl Fl Fl Fl F2 F4 G1 G1 G1 G1 G1 G1 Gl G2 H1 H1 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 Kl Kl Kl Kl 0 34 Fl Fl Fl Fl Fl 13 F5 G1 G1 G1 G1 G1 G1 Gl H1 H1 H1 H2 H2 . H2 H2 H2 H2 11 12 12 12 12 12 Kl 'Ki Kl KI 0 35 Fl Fl Fl Fl F2 F3 G1 G1 G1 G1 G1 G1 G1 Gl H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 12 KI KI KI KI 0 -36 Fl Fl Fl Fl F2 F4 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 12 Kl Kl Kl Kl 0 37 Fl Fl Fl F2 F3 F4 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 11 KI KI Kl KI 0 38 Fl Fl Fl F2 F3 F5 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Jl Kl Kl KI Kl 0 39 Fl Fl F2 F3 F4 F5 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H2 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Jl Kl Ki KI KI 0 40 Fl F2 F2 F3 F4 G1 G1 G1 G1 G1 G1 G1 G2 G2 H1 H1 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12, Jl Kl KI Kl Kl 0 41 F2 F2 F3 F3 F4 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 Kl Kl KI K1 Kl 0 42 F2 F3 F3 F4 F5 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 Kl Kl Kl Kl KI 0 43 F3 F3 F3 F4 F5 G1 G1 G1 G1 G1 G1 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 Kl Kl KI Kl Kl 0 44 F3 F3 F4 F5 G1 G1 . G1 G1 G1 G1 G1 G2 G2 H1 H1 H2 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 KI KI KI Kl Kl 0 45 F3 F4 F4 F5 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 Kl Kl Kl Kl Kl 0 46 F4 F4 F5 G1 G1 G1 G1 G1 G1 G1 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 Kl Kl Kl Kl Kl 0 47 F4 F5 F5 G1 G1 G1 G1 G1 G1 G1 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 12 Kl Kl Kl Kl K1 0 48 F5 F5 Gl G1 G1 G1 G1 G1 G1 G2 G2 G2 H1 H1 H2 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 12 Kl KI KI KI Kl 0 49 F5 G1 Gl G1 G1 G1 G1 G1 G2 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 JI KI Kl Kl Kl 0 0 50 F5 G1 Gl G1 G1 G1 G1 G1 G2 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 Jl Kl Kl KI Kl 0 0 51 G1 G1 Gl G1 G1 G1 G1 G2 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 H2 Il 11 12 12 12 12 12 Jl Kl KI Kl Kl 0 0 52 G1 G1 Gl G1 G1 GA. 2 A G2 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 H2 11 11 12 12 12 12 12 Jl Kl KI Kl Kl 0 0 SECTION 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0-024x2"x6.625" Rafter (Single Soanl 0.032"x2"x6625" Rafter lSinale Soanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 120 1 130 1 140 110 115 120 10 24" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" LIVE 20" 10'-6" 10'-6" 10'-3" 10'-6" 10'-6" 10'-1" 9'-3" 16" 13'-0" 12•_9•• 11•_7" 12•_9•• 12'-0" 11'-5" 11'-0" 12" 15•_1 14•_10•• 13•_7" 14•_9•• 14'-0" 13 -4 - 3'-11" Exposure C T-11" 130 140 1 150 160 170 180 10 24" 8'-1" 7'4" 6'-7" '6'-0" 5'-5" 5'-0" LIVE 20" 9'-1" 8'-2" 7'-5" 6'-9" 6'-2" 5'-8" 5'-6" 16" 10•-4" 9'-5" 8'-7" 7'-10" 7'-2" 6'-7" 6'-9" 12" 12•_1" 11'-0" 9'-8" 8'-6" 7'-7" 6'-9" 20 24" 4'-5" 4'-5" 4'-5" 4'-5" 4'-5" 4'-5" LIVE 20" 5'-3" 5'-3" 6-3" 5'-3" 5'-3" 5'-3" 5-3" 16" 6'-7" 6'-7" 6'-7" 6'-7" 6'-7" 6'-7" 6'-7" 12" 8'-9" 8'-9" 8'-9" 8'-0" 7'-7" 6'-9" 25 24" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 3._9.. 20" 5'-0" V-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-6" 16" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 5._9.. 12" 8'4" 8'4" 8'-4" 8'4" 7'-7" 6'-9" 30 24" 3'-6" 3'-6" 3'-6" 3'-0" 3'-6" 3'•6" T-2" 20" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" T-11" 16" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 6-0" 12" 7'-0" 7'-0" 7'-0" 7%0" 7'-0" 6'-9" 36 24" T-11" 2'-11" T-11" 7-11" 2'-11" 7-11" 2'-9" 20" T-6" 3.-6" T-6- T-6" 3._6.. T-6" 3'-4" 16" 4'-5" 4'-5" 4'-5" 4'-5" 4'-5" 4'-5" 4'-4" 12" 5'-11" V-11" 5'-11" T-11" V-11" 5'-11" 42 24" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2•-6" 2•-4" 20" T -O" T-0" 3'-0" T-0" T-0" T-0" T-10" 16" 3._9" 3._g.. 3._g., 3._9" 3._g.. 3._9.. 3._9.. 12" 5'-0" 5'-0" 5'-0" 6-0" 5'-0" 5'-0" 50 24" 2'-1" 2'-1" 2'-1" 2'-1" 2'-1" 2'-1" 2'-0" 20" 2'-6" 2'-6" 266" 2'-6" 2'-6" 2'-6" 2'-5" 16" 3'-2" 3'-2" T-2" T-2" 3'-2" T-2" - T-2" 12" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 60 24" 1'-9" 11-9" 1'-9" 1'-9" 1'-9" 1'-9" 20" 2'-1" 2'-1" 2'-1" T-1" T-1" 2'-1" 16" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 12" 1 3'-6" 3'-6" 3'-6" 1 3'-0" 1 3'-6" 3'-6" n n9e"v9"vA A95" R.ftnr /M. dfi-% Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B I Exp C s in 120 1 130 11 140 110 115 120 10 24" 14'-10" 14'-10" 13'-9" 14'-10" 14'-3" 13'-7" LIVE 20" 16•_2" 16•_2" 15•_1•• 16•_2" 15•_7• 14•_11" 9'-3" 16" 18'-0" 18'-0" 16•_1.1" 18'-0" 17'-5" 16•-8" 11'-0" 12" 20'-8" 20._8•. 19•_5" 20•_8" 20•_0" 19•_1" 3'-11" Exposure C T-11" 130 140 1 150 1 160 170 180 10 24" 12'-5•• 11'-4" 10'-6" 9'-9" 9'-0" 8'-5" LIVE 20" 13•_7" 12'-6" 11•_7" 10._9" 10.-0" 9'-4" 5'-6" 16" 15•_3•• 14•_0" 13'-0" 12•_1" 11•_3'• 10'-0" 6'-9" 12" 17'-0" 16'-1" 14'-11" 13'-11" 13'-0" 12'-2- 20 24" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7" LIVE 20" 9'-1" 9'-1" 9'-1" •9'-1" 9'-1" 9'-1" 5-3" 16" 11'-3" 11'-3" 11'-3" 11'4" 11'4" 10'-6" 6'-7" 12" 14'-10"114'-10" 18•_4•• 14•_10" 13.11• 13'-0" 12•_2" 25 24" 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" 3._9.. 20" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 4'-6" 16" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-6" 5._9.. 12" 14'-3" 14'-3" 14•_3" 13•_11" 13•_0" 12•_2" 30 24" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" T-2" 20" 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" T-11" 16" 9.-0" 9.-0., 9._0., 9.-0.. 9.-0., 9._0.. 6-0" 12" 11•_11 11'-11•• 11•_11 11•_11 11_11 11•_11•1 36 24" 5'-1" 5'-1" 5'-1" 5'-1" 5'-1" 5'-1" 2'-9" 20" 6•_1" 6'-1" 6'-1" 6'-1" f 6'-1" 6'-1" 3'-4" 16" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 4'-4" 12" 10•_1•• 10•_1" 10•_1" 10•_1" 10•_1•• 10•_1" 42 24" 4'-4" 4'-4" 4'11" 4'-4" 4'-4" 4'-4" 2•-4" 20" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" T-10" 16" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 3._9.. 12" 8'-7" 1 8'-7" 8'-7" 1:8'-7- 12--111"112--111-1112-A W-7" 8'-7" 50 24" 3'-7" T-7" 3'-7" 3'-7" 3'-7" 3'-7" 2'-0" 20" 4.-4" 4.4.. 4'-4" 4.-4" 4'-4" 4'-4" 2'-5" 16" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" T-2" 12' T-3" 7'-3" 7'-3" 7!-3" 7-3" 7'-3" 60 24" 3'-0" T -O" T-0" 3'-0" T-0" T-0- 20" T-7" 3'-7" 3'-7" T-7" 3'-7" 3'-7" 16" 4.-0" 4.-6" 4.-0.. 4'-6" 4._6.. 4'-6" 12" 6'-0" 1 6'-0" 6'-0" 1 6'-0" 1 6'-0" 6'-0" n nen"v9"xA Fes" R.ftcr Minnln Q-% Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C 1 s in 120 130 1 140 110 115 120 10 24" 18'-4" 18'-4" 1T-11" 18'-4" 18'-4" 17'-8" LIVE 20" 20'-0" 20'-0" 19'-3" 20'-0" 19'-7" 19'-0" 9'-3" 16" 22•_3•• 21'-8" 20•_7" 21•_8" 21•-0" 20'-5" 11'-0" 12" 25'-1" 23'-8" 22'-0" 23'-8" 22'-11" 22'-3" 3'-11" Exposure C T-11" 130 140 11 150 160 1 170 180 10 24" 16'-3" 15'-0" 13•_11•• 12•_11" 12•_1•• 11•_5" LIVE 20" 17'-9" 16'-5" 15'-3" 14'-2" 13'-3" 12'-0" 5'-6" 16" 19'-4" 18'-3" 16'-11" 15'-10" 14'-10" 13'-11" 6'-9" 12" 21•_1•• 20'-0" 19•_1•• 18•_1" 16•_11" 15•_11" 20 24" 11'-5• 11'-5" 11'-5" 11'-5" 11'-5" 11'-5" LIVE 20" 13' 8" 13'-8" 13'-8" 13'-8" 13'-3"L15'-1 5'-3" 5-3" 16" 15'-11" 15'-11" 15'-11" 15'-10" 14'-10" 6'-7" 6'-7" 12" 18' 4" 18•_4•• 18'-4" 18•_1•• 16•_11. T-2" 25 24"' 10'-11" 10'-11" 10'-11" 10'-11" 10'-11"20" 3._g.. 3._9.. 32" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0"16" 4'-6" 4'-6" 24" 15•_7" 15•_7" 15•_7•• 15•_7• 14•_10.12" 5._g.. 5._9.. 36 17'-11" 17'-11" 17'-11" 17'-11" 16'-11" 2'-8" 30 24" g._1.. 9._1" g._1.. g._1.. g._1.. g._1.. T-2" 20" 10'-11" 10'-11" 10'-11" 10'-11" 10'-11" 10'-11" T-11" 16" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-0" 6-0" 12" 16•_5•• 16•_5• 16'-5" 16'-5• 16•_5• 15%11" 36 24" 7'-8" 7'-8" 7'-8" 7'-8" 7'-8" 7'-8" 2'-9" 20" g._2.. 9._2" g._2... , g._2., g._2" 9'_2" 3'-4" 16" 11'-5" 11'-5" 11'-5" 11'-5" 11'-5" 11'-5" 4'-4" 12" 15•_1" 15•_1" 15•_1" 15•_1•• 15•_1•• 15•_1•• 42 24" 6'-6" 6'-6" 6'-6" 6'-0" 6'-6" 6'-6" 2•-4" 20". T-10" T-10" T-10" 7'-10" .7'-10" T-10" T-10" 16" 9'-9" 9'-9" 9._9.. 9.4. 9._9" 9._9" 3._9.. 12" 12'-11" 12'-11" 12'-11" 12--111"112--111-1112-A 1'-8" 1 50 24" 5'-6" 5'-6" 5'-6" 5'-0" 5'-6" 5'-0" 2'-0" 20" 6'-7" 6'-7" 6'-7" 6'-7' 6'-7" 6'-7" 2'-5" 16" 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" T-2" 12" 10'-11" 10'-11" 10'-11" 10'-11" 10'-11" 10'-11" 60. 24" 4'-7" 4'-7" 4'-7" 4'-7" 4'-7" 4'-7" 20" 5'-0" 5'-6" V-6" 5'-6" 5'-6" 5'-6" 16" V-10" V-10" V-10" V-10" 6',10" W-10- 12' 9._1.. 9._1.. 9._1.. g._1" 9._1.. 9._1.. IABLE 1.4 IABLt l.b n nA9"r9"vA A95" Rnftor /Mi dfi...nl n non"x9"xA A94;" Rafter lM. dfisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C Spacing 130 140 1 150 1 160 170 1 180 10 24" 6'-10" 6'-10" 6'-7" 6'-0" 5'-5" 5'-0" LIVE 20"' 7'-10" 7'-10"- 7'-5" 6'-9" V-2" 5'-8" 18'-4" 16'. 9;-3" 9'-3" 8'-7" 7'-10" 7'-2" 6'-7" 21•_1•• 12" 11'-2" 11'-0" 9'-8" 8'-6" 7'-7" 6'-9" 20 24" T-11" 3'-11" T-11" T-11" T-11" T-11" LIVE 20" 4'•6" 4'-6" 4'-6" 4'-0" 4'-6" 4'-6" 32" 16" 5'-0" 5'-6" 5'-6" 5'-0" 5'-6" 5'-6" 24" 12" . 6'-10" V-10" 6'-10" 6'-10" V-10" 6'-9" 25 24" T-9" T-9" 3'-9" T-9" 3'-9" T-9" 36" 20" 4'-4" 4'-4" 4'-4" 4'-4" 4'-4" 4'-4" 32" 16" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5-3" 24" 12" 6'-7" 6'-7" 6'-7" V-7" 6'-7" 6'-7" 30 24" T-2" T-2" T-2" T-2" T-2" 3'-2" 5'-4" 20" 3._g.. 3._9" 3._g., 3._g.. 3._g.. 3._9.. 32" 16" 4'-0" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 24" 12" 5._g.. 5._g.. 5._g.. 5._9" 5._g.. 5._9.. 36 24" 2'-8" 2'-8" T-8" 2'-8" 2'-8" 2'-8" 36" 20" T-2" 3'-2" T-2" T-2" 3'-2" T-2" 32" 16" T-11" T-11" 3'-11" T-11" T-11" T-11" 24" 12" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 6-0" 42 24" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 36' 20" 2'-9" 2'-9" 2'-9" 2'-9" 2'-9" 2'-9" 32" 16" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 24" 12" 4'-4" 4'-4" 4'-4" 4'4" 4'-4" 4'-4" 50 24" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 36" 20" 2•-4" 2•_4" 2•-4" 2•-4" 2•-4" 2•-4" 32" 16" T-10" T-10" 2'-10" T-10" T-10" T-10" 24" 12" 3._g.. 3._g.. 3._g.. 3._g.. 3._g.. 3._9.. 60 24" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'$" 36". 20" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 32" 16" 2'-5" 2'-5" 2'-5" 2'-5" 2'-5" 2'-5" 24" 12" 3'-2" 1 3'-2" 1 3'-2" 1 3'-2" 3'-2" T-2" Ground Rafter Wind Speed and Exposure Exposure C ` Snow Load Spacing Spacing 130 1 140,11 150 1 160 1 170 180 10 24" 10'-4" 10'-4" 10•_4•• 9'-9" 9'=0" . 8-5" LIVE 20" 11•_8•• 11•_8" 11•_7" 10'-9" 10'-0" 9'4" 18'-4" 16" 13'-0" 13'-6" 13'-0" 12•_1" 11;-3"- 10'-6" 21•_1•• 12" 16•_2•• 16•_1•• 14'-11" 13'-11" 13'-0" 12•_2" 20 24" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" LIVE 20" T-1" T-1" 7'-1" 7'-1" ° 7'-1" 7-1" 32" 16" 8'-5" 8'-5" 8'-5" 8'-5" 8'-5" 8'-5" 24" 12' 10•4" 1 10•_4• 10•-4" 10•4• 10'-4" 10-4- 25 24" V-11" V-11" V-11" V-11" "5'-11:' 5'-11" 36" 20" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 32" 16" 8'-1" 8'-1" V-1" 8'-1" 8'-1" 8'-1" 24" 12" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-W 30 24" 5'-1" V-1" V-1" V-1" 6-1" 5-1" 5'-4" 20" 5'-11" V-11" 5'-11" V-11" V-11" 5'-11" 32" 16" T-1" 7'-1" 7'-1" 7'-1" 7'-1" •7'-1" 24" 12" 8._g.. 8._g.. 8._g.. 8._9" 8._g.. 8._9" 36 24" 4'-5" 4'-5" 4'-5" 4'-5" 4'-5" 4'-5- 36" 20' 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" .5'-2" 32" 16" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 24" 12" 7'-9" 7'-9" T-9" T-9" T-9" T-9" 42 24" T-10" T-10" 3'-10" T-10" T-10" T-10" 36' 20" 4'-6" 4'-6" 4'-6" 4'-0" 4'-6" 4'-6" 32" 16" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 24" 12" 6'-10" 6'-10" 6'-10" V-10" 1 V-10" 6%10" 50 24" 3'-3" 3'-3" 3'-3" 3'-3"3'-3" 12'-5" 3'-3" 36" 20' T-10" T-10" 3'-10" T-10" T-10" T-10" 32" 16" 4'-8" 4._8.. 4'-8" 4'-8" 4'-8" 4'-8.. 24" 12" 5'-11" V-11" 5'-11" V-11" T-11" 5'-11" 60 24" 2'-9" 2'-9" 2'-9" 2'-9" 2'-9" 2'-9" 36". 20" 3'-3" 3'-3" 3'-3" T-3" T-3" 3'-3" 32" 16" 4'-0" 4'-0" .4'-0" 4'-0" 4'-0" 4'-0" 24" 12• 1 5'-1" 5'-1" VA" 5'-1" 1 5'-1" 5'-1" n nAO'v A'rA" Rnftor /Rinnlo -Q-1 Ground . Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 120 1 130 1 140 110 115 120 10 36" 16'-5" 16'-5" 16'-3" 16'-5" 16'-5" 16'-0" LIVE 32" 18'-4" 18'-4" 17'-3" 18'-4" 17'-10" 17'-0" 20 24" 21•_1" 21•_1•• 19•_11" 21•_1•• 20•_7•• 19•_7• LIVE 16" - 25'-6" 25•_6" 24•_2" 25-6" 24•-11" 23'-9" 25 Exposure C 8'-3" 130 140 150 1 160 170 180 10 36" 14'-8" 13'-0" 12'-5" 11'-6" 10'-9" 10'-0" LIVE 32" '15'-7" 14'-4" 13'-3" 12'-3" 11'-5" 10'-8" T-5" 24" 18'-0" 16'-7" 164" 14'-3" 13'-4" 12'-5- 13'-3" 16' 21•_10'• 20•_1•• 18'-8" 17•_4" 16•_3•• 15•_3•• 20 36" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" LIVE 32" 9'-4" 9._4" 9'-4" 9.-4" 9'_4" 9'-4" 6'-0" 24" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 11'4" 16" 18•4" 18•_4•• 18'-4" 17'-4" 16'-3" 1 15•_3 5'-4" 5'-4" 5'-4" 5'-4" 8'-3" 0.040" 9'-11" 9'-11" 9'-11" 32" 8'-11"` V-11" 8'-11" 8'-11" 8'-11" 8'-11" 4'-8" 24" 11'-10" 11'-10" 11'-10" 11%10" 11'-10" 11'-10" 1 8'-11" .16" 17'-6" 17'-6" 17'$" 17'-4" 16'-3" 15'-3" 30 36" 6'-7" 6'-7" 6'-7" 6'-7" 6'-7" 6'-7" 7'-3" 32" 7'-5" 7'-5" T-5" 7'-5" 7'-5" 7'-5" 8'-7" 24" 9'-11" T-11" 9'-11" 9'-11" V-11" 9'-11" 10•_7" 16" 14'-8" 14'-8' 14'-8" 14'-8" 14•_8" 14'-8" 36 36' 5'-7" 5'-7" 5'-7" 5'-7" 5'-7" 5'-7" 6'-5" 32" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 7'-7" 24" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 9'-5" 16" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 42 36" 4'-9" 4'-9" 4'-9" 4'-9" 4'-9" 4'-9" • 6-6" 32" 5'-4" 5'-4" 5'-4" 5'4" 5'-4" 5'-4" 6'-8" 24" T-1" T-1" T-1" T-1" T-1" 7-1" 8'-3" 16" 10•_7" 10•_7• 10•_7" 10•_7" 10•_7" 10•_7" 50 36". 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" T-5" 32" 4'-6" 4'-0" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 24" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-4" 16" 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 60 36" 3'-4" 3'4" 3'4" 3'4" 3'4" 3'-4" 32" 3'-9" 3'-9" 3'-9" 3'-9" T-9" 3'-9" 24" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5-0" 16" 7'-5" 7-5" 7-5" 1 7-5" T-5" T-5" 3"x3" R.fter rMR- n/r IKA.dfi... n nr CinMnl Ground Rafter Wind Speed and Exposure Snow Load Gauge Exposure C s in 130 1 140 150 1 160 170 • 180 10 0.024" 12'-6" 12._6.. 11•_9.. 11'-0" 10•-4" 9'-9" LIVE 0.040" 16'-4" 15'-0" 14'-9" 14'-1" 13'-6" 13'-0- 20 0.024" 8'-0" 8'-6" 8'•6" 8'-6" 8'-6" 8'-6" LIVE 0.040" 15'-0" 15'-0" 14•_9" 14•_1•• 13•_6•• 13'-0" 25 0.024" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 9'-10" 0.040" 14•_7" 14•_7•• 14•_7" 14•_1" 13•_6 13'-0" 30 0.024" 7'-5" T-5" T-5" T-5" T-5" T-5" 1 " 0.040" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-0" 36 0.024• 6'-7" 6'-7" 6'-7" 6'-7" 6'-7" '6'-7" 9._6" 0.040" 12'-0" 12'-0" 1 12'-0" 1 12'-0" 12'-0" 12'-0" 42 0.024" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 13'-6" 0.040" 11'-0" 11'4" 11'4" 11'-0" 11'-0" 11'-0" 50 0.024" 5'-4" 64" 5'-4" 5'-4" 5'-4" 5'-4" 8'-3" 0.040" 9'-11" 9'-11" 9'-11" 9'-11" 9'-11" 9'-11" 60 0.024" 4'$" 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" 11'-11" 0.040" 8'-11" 8'-11" 1 8'-11" 8'-11" 8'-1 V. 8'-11" I ABLt 1.5 Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. ` 3441 Ivylink Place Lynchburg, VA 24503 ca ri outnam(cDcom cast. net PERMIT # BUTTE COUNTYDEVELO �®� SERVICES REVIEWEI TABLE 1.6 TABLE 1.7 CUM: LIUIVIF LATI •° -- NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN _ _ lay---- 0.042"x3"x8" Rafter Multis an TE Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C 130 140 150 160 170 180 10 24" 13'-11" 13'-11" 13'-11" 12'-11" 12'-1" 11'-5" LIVE 20" 15;_7" 15'-7" 15'-3" 14•_2•• 13'-3" 12•-6" 16" 17'-10" 17'-10" 16'-11" 15'-10" 14'-10" 13'-11" 12" 21•_1•• 20'-0" 19•_1" 18•_1•• 16•_11" 15•_11• 20 24" 8'-7" 8'-7" 8'-7" 8'-7" 8'-7" 8'-7" LIVE 20" 9'-10" 9'-10" 9'-10" 9'-10" 9'-10" 9'-10" f 16" 1 V-6" 11'-6" 11'-6" 11'-6" 11'-6" 1 V-6" 12' 13'-11"113'-1 1 " 13'-11"113'-11" 12'-9" 13'-11" 13'-11- 25 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 20" g.-0" 9._6" 9'-6" 9'-6" 9'-6" 9* -6" 16" 11•_1•• 11•_1•• 1'I'A" 11•_1'• 11•_1•• 11•_1" 12" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 30 24" . T-3" 7'-3" T-3" 7'-3'' T-3" 7'-3" 20" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 16" .9._g.. g._g.. g;_g.. g._g.. g._g.. g._g.. 12" 11'-11" 11'-11" 11'-11" 11'-11" 11'-11" 11'-11" 36 24" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 20" T-3" T-3" 7'-3" T-3" 7'-3" 7'-3" 16" 8'-7" 8'-7" 8'-7" 8'-7" 8'-7" 8'-7" 12" 10•_7" .10•_7" 10•_7" 10•_7" 10•_7" 10•_7" 42 24" 5'-6" T-6" 5'-6" 5'-6" 5'-6" 5'-6" 20" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 16" T-7" 7'-7" T-7" 7-7" T-7" 7'-7" 12' 9'-5" 9'-5" 9'-5" 9'-5" 9'-5" 9'-5" 50 24" 4._g.. 4._g.. 4._g.. 4._9" 4._g.. 4._g�. 20", 5'-0" 5'-6" 5'-6" 5'-0" 5'-6" • 6-6" 16" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 12" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 60 24" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"L5'-9" T-1" 20" 4'-9" 4'-9" 4'-9" 4'-9" 4'-9.. T-5" 16" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9"12" 4'-6" 16" • 7'-3" T-3". T-3" 7'-3" 7'-3" 6'-4" TABLE 1.9 TABLE 1.10 IABLE 1.11 Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 6 of 83 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C 130 140 150" 160 170. 180 10 36" 11•_9•• 11•_9•• 11•_9•• 11'-6" 10'-9" 10•_0•• LIVE 32" 12'-9" 12'-9" 12'-9" 12'-3" 11'-5" 10'-8" 24" 15'-0" 15'-6" 15'-4" 14•_3" 13'-4" 12'-5" 16' 19•_10•• 19•_10" 18'-8" 17.=4" 16._3.. 15._3" 20 36" V-11" 6'-11" 6'-11" 6'-11" 6'-11" V-11" LIVE 32" T-8" 7'-8" 7'-8" T-8" T-8" 7'$" f 24" 9._6" 9'-6" g._6., g._6., g._6" 9._6" 16" 12'-9" 12'-9" 12'-9" 12'-9" 12'-9" 12'-9" 25 36" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 32" 7'-4" 7'-4" 7'-4" 7'-4" 7•-4" 7'-4" 24" g._2.. g._2.. g._2". g._2.. 9._2" g._2.. 16" 12•-4" 12•_4" 12'-4" 12•_4•• 12•_4'• 12•-4" 30 36" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 32" 6'-4" 6'-4" 6'-4" 6'-4" 6'-4" 6'-4" 24" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 16" 10'-10" 110'-10"110'-10" 10'-10"110'-10" 10'-10" 36 36" 4'-11" 4'-11" 4'-11" 4'-11" 4'-11" 4'-11" 32" 6-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 24" 6'-11" V-11" V-11" 6'-11" V-11" 6'-11" 16" 9'-6.. 9.-6" g._6.. g._6., g._6.. g._6.. 42 36" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 32" 4._g.. 4._9" 4._g.. 4._g.. 4._g.. 4._g.. 24" 6'-1"' 6•_1" 6'-1" 6'-1" 6'-1" 6'-1" 16" 8'-5" 8'-5" 8'-5" 8'-5" 8'-5" 8'-5" 50* 36" 3'-8" 3'-8" 3'-8" 3'-8" T-8" 3'-8" 32" 4'-1" 4•_1" 4'-1" 4'-1" 4'-1" 4'-1" 24" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" ' 5'-3" 16" T-4" 7'-4" T-4" 7'-4" 7'-4" 7'-4" 60 36" T-1" T-1" T-1" 3'-1" T-1" T-1" 32" T-5" 3'-5" T-5" T-5" T-5" T-5" 24" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 16" • 6'14" 6'-4" 6'-4" 6'-4" 6'-4" 6'-4" TABLE 1.12 DA May 31 2017 SECTION 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES USING DETAILS L31, L32 OR L33 OR DOUBLE RHEADERS n 094"Y9"YA A95" Raftar Minnin Snnnl n nz9"Y9"YA A99;" Rafter Minnie Snanl 0 n4n"Y9"xR R95" Rnfter lSinnla Snanl n n49"Y3"YA" Rafter /Sinnlp Snan1 Laftirp Tuhps Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C 1 s in 120 130 1 140 110 115 120 10 48" 10'-9" 10•_1"9'-2" 5'-0" LIVE 9'-6" 9'-0" LIVE 40" 11'-9" 11'-3" 10'-3" 11'-3" 10'-7" 10'-1" 9'-5" 32" 13'_2" 12'-9" 11•_7" 110--l" 12•_9'• 12'-0" 11'-5" 11•_0" 24" 15•_1" 14•_10•• 13•_7" 14•_9'• 14'-0" 13'4" 5'-6" Exposure C T-6" 130 140 150 160 170 180 10 48" 8'-1" 7'-4" 6'-7" 6'-0" 5'-5" 5'-0" LIVE 40" 9'-1" 8'-2" 7'-5" 6'-9" 6'-2" 5'-8" 6'-7" 32" 10'4" 9'-5" 8'-7" 7'-10" 7'-2" 6'-7" 6'-9" 24" 12._1" 11'-0" 9'-8" 8'-0" 7'-7" 6'-9" 20 48" 6'-0" 6'-6" 6'-6" 6'-0" 5'-5" 5'-0" LIVE 40" 7'-10" 7'-10" 7'-5" 6'-9" 6'-2" 5'-8" 6'-7"- 32" 9'-4" 9'-4" 8'-7" 7'-10" 7'-2" 6'-7" 6'-9" 24" 10'-9" 10•_9" 9'-8" 8'-0" 7'-7" 6'-9" 25 48" 6'-3" 6'-3" 6'-3" 6'-0" 5'-5" 5'-0" 5'-3" 40" 7'-5" 7'-5" 7'-5" 6'-9" 6'-2" 5'-8" 6'-3" 32" g'-2" 9'-2" 8'-7" 7'-10" 7'-2" 6'-7" 6'-9" 24" 10'-0" 10'-6" 9'-8" 8'-0" 7'-7" 6'-9" 30 48" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-0" 4'-7" 40" 6'-3" 6'-3" 6'-3" 6'-3" 6'-2" 5'-8" 5'-6" 32" 7'-9" 7'-9" 7'-9" 7'-9" 7'-2" 6'-7" 6'-9" 24" 9'-8" 9._8.. 9._8" 8'-6" 7._7.. 6._9., 36 48" 4'-4" 4'-4" 4'-4" 4'-4" 4'-4" 4'-4" 4'-0" 40" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 4'-10" 32" 6'-6" 6.-6" 6.-6" 6.-6" 6'-6" 6'-0.' 6'-0" 24" 8'-8" 8'-8" 8'-8" 8'-6" 7'-7" 6'-9" 42 48" 3'-8" 3'-8" 3'-8" 3'-8" 3'-8" 3'-8" 3'-5" 40" 4'-5" 4'-5" 4'-5" 4'-5" 4'-5" 4'-5" 4'-2" 32" 5'-7" 5'-7" 5'-7" 5'-7" 5'-7" 5'-7" 5'-3" 24" 7'-5" 7'-5" 7'-5" 7'-5" 7'-5" 6'-9" 50 48" 3'-1" 3'-1" 3'-1" 3'-1" 3'-1" 3'-1" 2'-11" 40" 3._9" 3._9.. 3._9" 3._9" 3._9.. 3'_9.. 3'-7" 32" 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" 4'-7" 24" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 60 48" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 40" 3'-1" 3'-1" 3'-1" 3'-1" 3'-1" 3'-1" 32" 3'-11" 3'-11" 3'-11" 3'-11" 3'-11" 3'-11" 24" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" I ACLt 1.1J n n94"Y9"YA 695" Rafter /Multisnanl Ground Rafter Wind Speed and Exposure Exposure C Snow Load Spacing Spacing 130 140 1 150 160 170 180 10 48" 8'-1" 7'-4" 6'-7" 6'-0" 5'-5" 5'-0" LIVE 40" 9'-1" 8'-2" 7'-5" 6'-9" 6'-2" 5'-8" 16•_2" 32" 10'4" 9'-5" 8'-7" 7'-10" 7'-2" 6'-7" 18'-0" 24" 12•_1" 11•_0" 9'-8" 8'-6" 7'-7" 6'-9" 20 48" 5'-0" 5'-6" 6-6" T-6" 5'-5" 5'-0" LIVE 40" 6'-3" 6'-3" 6'-3" 6'-3" 6'-2" 5'-8" 40" 32" 7'-4" 7'-4" 7'-4" 7'-4" 7'-2" 6'-7" 32* 24" 8'-11" 8'-11" 8'-11" 8'-6" 7'-7" 6'-9" 25 48" 5'-3" 5'-3" 5'-3" V-3" 5'-3" 5-0" 48" 40" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-8" 40" 32" 7'-1" T-1" 7'-1"- 7'-1" 7--1" 6'-7"- 32" 24" 8'-7" 8'-7" 8'-7" 8'-0" 7'-7 6'-9" 30 48" 4'-7" 4'-7" 4'-7" 4'-7" 4'-7" 4'-7" 48" 40" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 40" - 32' 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 32" 24" 7'-8" 7'-8" 7'-8" 7'$" 7'-7" 6'-9" 36 48" 3'-11" 3'-11" 3'-11" 3'-11" 3'-11" 3'-11" 48" 40" 4'-7" 4'-7" 4'-7" 4'-7" 4'-7" 4'-7" 40" 32" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 32' 24' 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 42 48" 3'-5" 3'-5" 3'-5" 3'-5" 3'-5" 3'-5" 48" 40" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 40* 32" 4'-10" 4'-10' ' 4'-10" 4'-10" 4'-10" 4'-10" 32" 24" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 50 48" 2'-11" 2'-11" 2'-11" 2'-11" 2'-11" 2'-11" 48" 40" 3'-5" 3'-5" 3'-5" 3'-5" 3'-5" 3'-5" 40" 32" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 32" 24" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 60 48" 2'-0" 2'-6" 2'-6" 2'-0" 2' 6" 2'-6" 48" 40" 2'-11" 2'-11" 2'-11" 2'-11" 2'-11" 2'-11" 40" 32" 3'-7" 3'-7" 3'-7" 3'-7" 3'-7" 3'-7" 32" 24" 4'-7" 4'-7" 1 4'-7" 4'-7" 4'-7" 4'-7" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C 1 s in 120 130 1 140 110 115 120 10 48" 14'-10" 14'-10" 13'-9" .14'-10" 14'-3" 13'-7" LIVE 40" 16•_2'• 16•_2" 15•_1•' 16•_2" 15•_7" 14•_11" 14•_0•• 32" 18'-0" 18'-0" 16'-11" 18'-0" 17'-5" 16'-8" 16'-1" 24" 20'-8" 20'-8" 19•_5.. 20._8.. 20•_0" 19'_1" 9'-0" Exposure C 9'-0" 130 140 150 160 170 180 10 48" 12•_5" 11•_4'• 10•_6'• 9'-9" 9'-0" 8' -5 - LIVE 40" 13'-7" 12'-6" 11'-7" 10'-9" 10'-0" 9-4- 10'-6- 32* 15'-3" 14._0" 13'-0" 12•_1.. 11'-3•. 10'-6- 12'-2" 24" 17'$" 16•_1'• 14•-11" 13'-11" 13'-0" 12•_2" 20 48" 10•_7" 10._7• 10'-6" 9'-9" 9'-0" 8'-5" LIVE 40" 11-6" 11'-6" 11'-6" 10•_9" 10•_0" 9'4" 10'-0" 32" 12•_11. 12'_11•• 12'_11•• 12•_1" 11•_3" 10'-0" 12'-2" 24" 14•_10• 14'_10• 14•_10 13•_11• 13'-0" 12'.2- 25 48" 10•_4" 10'-4" 10'4" 9'-9" 9'-0" 8'-5" 8'-9" 40" - 11 •_3" 11 •_3" 11'-3" 10'-9" 10'-0" 9'-4" 10'-0" 32" 12•_7" 12•_7" 12•_7• 12•_1'• 11'-3" 10'-6" 11'-9" 24" 14'-6" 14•_6" 14'-6" 13'_11" 13'-0" 12'-2- 30 48" 9'-5" 9'-5" 9'-5" 9'-5" 9'-0" 8'-5" T-10- 40" 10'4" 10•_4" 10'4" 10•_4" 10'-0" 9'4" 9'-0" 32' 11'-0" 11'-6" 11'-0" 11 •_6" 11'-3•• 10'-0" 10'-8- 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-0" 12'-2" 36 48" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 8'-5- 7'-1" 40* 9._5" 9._5.. 9._5.. 9._5" 9._5.. 9'4" '-2" 32" 10•_7" 10•_7" 10•_7" 10•_7" 10•_7" 10'-6- 9'-8" 24" 12•_2" 12•_2'• 12•_2" 12•_2" 12•_2" 12•_2" 42 48" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6'-4" 40" 8'4" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 7'-4" 32" 9'-9" 9'-9.1 9._9.. 9._9.. 9._9.. 9._9.. 8.-9.. 24" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 50 48" 9._1.. 9. 5'-7" 5'-7" 5'-7" 5'-7" 5'-7" 40" 8'-0" 8'-0" 8'-0" 8'-0" ' 8'-0" 8'-0" 6'-6" 32" V-11" 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 7'-10" 24" 10'4" 10•_4" 10•4" 10•4" 10•_4" 10-4- 60 48" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 40" 7.4" 7'-4" 7'4" 7'4" 7'4" 7'-4" 32" 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 24" 1 9'-5" 1 9'-5" 1 9'-5" 9'-5" 9'-5" 9'-5" n ns9"Y9"Y6 R95" Rafter !Multisnanl Ground Rafter ' Wind Speed and Exposure - Snow Load Spacing Exp B Exp C 1 s in 120 1 130 1 140 110 1 115 1 120 10 48" 18.4 18.4 17.11 18.4 18•_4" 17'-8" LIVE 40" 20'-0" 20'-0" 19'-3" 20'-0" 19'-7" 19'-0" 14•_0•• 32" 22'-3" 21'-8" 2b'-7" 21'-8" 21•_0" 20'-5" 16'-1" 24" 25'-1" 23'-8" 22'-0" 23'-8" 22'-11" 22'-3" 9'-0" Exposure C 9'-0" 130 140 150 160 170 180 10 48" 16'-3" 15'-0" 13•_11" 12.11 12 _1 11'-5" LIVE 40" 17'-9" 16'-5" 15'-3" 14'-2" 13'-3" 12' 6" 10'-6- 32" 19'-4" 18•_3" 16•_11. 15_10. 14•_10. 13•_11" 12'-2" 24" 21•_1" 20•_0" 19•_1 18_1 16•_11" 15•_11'• 20 48" 13•_1" 13•_1•• 13•_1•• 12•_11'• 12•_1" 11'-5" LIVE 40" 14'-4" 14'-4" 14'-4" 14'-2" 13'-3" 12'-6" 10'-0" 32" 15'-11" 15'-11" 15'-11" 15'-10" 14'-10" 13'-11" 12'-2" 24" 18'-4" 18'-4" .18'-4" 18•_1" 16•_11. 15•_11" 25 48" 12•_9" 12'-g" 12•_9" 12•_9'• 12•_1•• 11•_5" 8'-9" 40" 14'-0" 14'-0" 14'-0" 14'-0" 13'-3" 12'-6" 10'-0" 32" 15•_7" 15•_7" 15'-7" 15•_7• 14•_10" 13•_11" 11'-9" 24" 17'-11" 17'-11" 17'-11" 17'-11" 16'-11"115'-1 1 - 30 48" 11'-8" 11'-8" '11'-8" 11'-8" 11'-8" 11'-5" T-10- 40" 12'-9" 12•_9" 12'-9" 12•_9" 12•_9" 12'-0" 9'-0" 32" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 13'-11" 10'-8- 24" 16'-5" 16'-5" 16•_5" 16'-5" 16•_5" 15•_11" 36 48" 10'-9" 10•_9" 10'-9" 10•_9" 10•_9" 10•_9" 7'-1" 40" 11 •_9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" '-2" 32" 13•_1" 13•_1" 13•_1•• 13•_1" 13•_1•• 13•_1" 9'-8" 24" 15•_1•• 15•_1" 16•_1" 15•_1" 15•_1• 15•_1'• 42 48" 9'-11" 9'-11" 9'-11" 9'-11" 9'-11" 9'-11" 6'-4" 40" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 7'-4" 32" 12•_1" 12•_1• 12•_1'• 12•_1•• 12'-1" 12•_1" 8.-9.. 24" 13'-11" 13'-11" 13'-11" 13'-11" 13'-11" 13'-11" 50 48" 9._1.. 9. 5'-7" 5'-7" 5'-7" 5'-7" 5'-7" 40" 9'-11" V-11" 9'-11" 9'-11" 9'-11" 9'-11" 6'-6" 32" 11•_1" 11•_1" 11•_1" 11•_1'• 11•_1•• 11•_1" 7'-10" 24" 12'-9" 12'-9" 12'-9" 12'4" 12'-9" 12'-9" 60 48" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 40" 9._1.. 9._1.. 9._1.. 9._1.. 9. 1.. 9. 1.. 32" 10'_2" 10•_2" 10•_2•• 10'-2--110•_2" 9._7.. 10•_2" 24" 11'-8" 11'-8" 11'-8" 11' 8" 11'-8" 11 •-8" I ACLt 1.14 n 040"Y9"YA A95" Rafter !Multisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C Spacing 130 1 140 150 1 160 170 180 10 48" 12'-5' 11' 4" 10'-6" 9'-9" 9'-0" 8'-5" LIVE 40" 13•_7• 12'-6" 11 _7•• 10'-9" 10'-0" 9'-4" 18•_4'• 32"' 15•_3•• 14•_0•• 13'-0" 12•_1•• 11•_3" 10'-6- 21•_1'• 24" 17'-0" 16'-1" 14'-11" 13'-11" 13'-0" 12'-2" 20 48" 9•-0" 9'-0" 9'-0" 9'-0" 9'-0" 8'-5" LIVE 40" 10'-0" 10'-0" 10'-0" 10'-0" 10%0" 9'-4- 64" 32" 11'-4" 11'-4" 1 VA" 11'-4" 11'-3" 10'-6- 48" 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-0" 12'-2" 25 48" 8'-9" 8'-9" 8'-9" 8'-9" 8'4- 8'-5" 72" 40" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-4" 64" 32" 11•_1•• 11'_1" 11•_1" 11•_1" 11•_1" 10'-0" 48" 24" 12'-11" 12'-11" 12'-11" 12'-11" 12'-11" 12'-2" 30 48" 7'-10 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 72" 40" 8'-9" 8'-9" 8'-9" • 8'-9" 8'-9" 8'-9" 64" 32" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 48" 24" 11•_9" 11•_9" 11'-9" •11'-9" 111_91• 11'-9" 36 48" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" T-0- 72" 40" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" T-10- 64" 32" 9.-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 48" 24" 10•,8" 10'-8" 10'-8" 10'-8" 10•_8" 10'-8- 42 48" 6'-4" 6'-4" 6'-4" 6'-4" 6'-4" 6'-4" 72" 40" 7'-1" 7'-1" 7'-1" 7'-1" 7'-1" 7'-1" 64" 32" 8'-2" 8'-2" 8'-2" 8'-2"8 8" '-2 '-2" 48" 24" 9'-8" 9._8" 9'-8" 9'-8" 9'-8" 9'-8" 50 48" 5'-7" 5'-7" 5'-7" 5'-7" 5'-7" • 5'-7" 72" 40" 6'-4" 6'-4" 6'-4" 6'-4" 6'-4" 6'-4" 64" 32" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 48" 24" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9.. 8.-9.. 60 48" 4'-11" 4'-11" 4'-11" 4'-11" 4'-11" 4'-11" 72" 40" 5'-7" 5'-7" 5'-7" 5'-7" 5'-7" 5'-7" 64" 32" 6'-0" 6'-6" 6'-6" 6'-6" 6'-6" 6'-6" 48" 24" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 120 130 140 110 115 120 10 72" 17'-4" 17'-4" 16'-3" 17'-4" 16'-10" 16'-0" LIVE 64" 18•_4" 18•_4" 17'-3" 18•_4'• 17•_10" 17'-0" 18'-3" 48" 21•_1" 21•_1•• 19•_11" 21•_1'• 20•_7" 19•_7" 20'-0" 32" 25'-6" 25._6'. 24._2'. 25'-0" 24._11 23._9.. 20 Exposure C 72 130 140 150 1 160 170 180 10 72" 14'-8" 13'-0" 12'-5" 11'-6" 10'-9" 10'-0" LIVE 64" 15'-7" 14'-4" 13'-3" 12'-3" 11'-5" 10'-8" 72" 48" 18'-0" 16•_7" 164" 14•_3" 13'-4" 12•_5" 72" 32" 21•_10'• 20•_1•• 18'-8" 17•_4" 16•_3'• 15•_3" 20 72" 12'-4" 12'-4" 12'-4" 11'-6" 10'-9" 10'-0" LIVE 64" 13'-1" 13'-1" 13'-1" 12'-3" 11'-5" 10'-8" 72" 48" 15•_1" 15•_1•• 15•_1•• 14'-3" 13•_4" 12•_5" 65" 32" 18'-4" 18•_4" 18'-4" 17•-4" 16'-3• 15•_3" 25 72" 12•_1•• 12•_1•• 12'_1•• 11•_6•' 10'-9" 10'-0•• 72" 64" 12•_10" 12•_10" 12•_10" 12•_3' 11•_5" 10'-8" 72" 48" 14•_9" 14•_9" 14'-9" 14•_3" 13•_4" 12•_5" 59" 32" 17•_11" 17•_11. 17•_11" 17'-4" 16•_3" 15•_3" 30 72" 11•_0" 11'-0" 11'-0" 11'-0" 10•_9" 10•_0- 68" 64" 11'-8" 11•_8" 11'-8" 11'-8" 11'-5" 10'-8" 71" 48" 13'-0" 13•_6" 13'-6" 13'-6" 13•_4" 12'-5" 54" 32" 16'-5" 1 16'-5" 16'-5" 16'-5" 1 16'-3" 15'-3" 36 72" 10•_2" 10•_2" 10•_2" 10•_2'• 10•_2" 10'-0" 61" 64" 10'-9" 10'-9'• 10•_9'• 10•_9" 10•_9" 10'-8" 63" 48" 12'-4" 12•_4" 12'-4" 12•4• 12•_4" 12-4- 48" 32" 15•_1" 15•_1" 15•_1" 15•_1•• 15•_1•• 15•_1" 42 72" 9._4.. 9._4.. 9'-4" .9._4.. 9'-4" 9._4" 55" 64" 9'-11" 9'-11" 9'-11" 9'-11" 9'-11" 9'-11" 56" 48" 11'-5" 11'-5" 11'-5" 11'-5" 11'-5" 11'-5" 43" 32" 13'-11"113'-11"113'-11 43" " 13'-11"113'-11" 39" 13•_11• 50 72" 8'-7" 8'-7"-7" 8-0 2"x3" 49" 8'-7" 49" 64" 9._1.. 9._1.. 9._1.. 9._1" 9._1., 9._1.. 9._1.. 48" 10'$" 10'-6" 10'-6" 10•-6" 10•_6" 10•-6" 10'-8" 32" 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 60 72" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 64" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 48" 9._7.. 9._7.. 9._7" 9'-7" 9._7.. 9._7" 32" 11'$" 1 11'-8" 1 11'-8" 11'-8" 1 11'-8" 11'-8" Ground Lattice Tube Wind Speed and Exposure Snow Load Gauge Exposure C (pso 48" 130 140 150 160 170 180 10 1.5"x1.5" 72" 72 72" 72" 72" 72" LIVE 2"x2" 72 72" 72" 72" 72" 72" 18'-3" 2"x3" 72" 72" 72" 72" 72" 72" 20'-0" 3"x3" 72" 72" 72" 72" 72" 72" 20 1.5"x1.5" 72 72" 72 72" 72 72" 13'-3" 2"x3" 72" 72" 72 72' 7272 ' 14'-11" 14'-11" 3"x3" 72" 72" 72" 72" 72" 72" 25 1.5"x1.5" 72" 72" 72" 72" 72" 72" 11•_9•' 2"x2" 69" 69" 69" 69" 69" 69" 12'-11" 2"x3" 72" 72" 72" 72" 72" 72" 14'-6" 3"x3" 72" 72" 72" 72" 72" 72" 30 1.5"x1.5" 65" 65" 65" 65" 65" 65" 10'-8 2"x2" 62" 62" 62" 62" 62" 62" 11'-9" 2"x3" 72" 72" 72" 72" 72" 72" 13'-3" 3"x3" 72" 72" 72" 72" 72" 72" 36 1.5"x1.5" 59" 59" 59" 59" 59" 59" 9'-8" 2"x2" 56" 56" 56" 56" 56" 56" 10'-8" 2"x3" 68" 68" 68" 68" 68" 68" 12•_1'• 3"x3" 71" 71" 71" 71" 71" 71" 42 1.5"x1.5" 54" 54" 54" 54" 54" 54" 8'-10" 2"x2" 50" 50" 50" 50" 50" 50" 9._9" 2"x3" 61" 61" 61" 61" 61" 61" 11'-0" 3"x3" 63" 63" 63" 63" 63" 63" 50 1.5"x1.5" 48" 48" 48" 48" 48" 48" 8'-0" 2"x2" 45" 45" 45" 45" 45" 45" 8'-10" 2"x3" 55" 55" 55" 55" 55" 55" 10'-0" 3"x3" 56" 56" 56" 56" 56" 56" 60 1.5"x1.5" 43" 43" 43" 43" 43" 43" 7-2" 2"x2" 39" 39" 39" 39" 39" 39" 8-0 2"x3" 49" 49" 49" 49" 49" 49" 9._1.. 3"x3° 9,_1" 9._1" 9._1.. 24" 10'-8" Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 hrylink Place TABLE 1.15 TABLE 1.16 Lynchburg, VA 24503 NOTE: RAFTERS MAY OVERHANG 25%OF THEIR CLEARSPAN earioutnam(uDeomeast.net n ne9"„A"„n" Roecr ltulr.lficnonl Ground Rafter Wind Speed and Exposure Exposure C Snow Load Spacing 130 1 140 1 150 160 1 170 1 180 10 48" 16'-3" 15•_0" 13•_11•1 12•_11" 12•_1•• 11•_5" LIVE . 40" 17'-9" 16'-5" 15'-3" 14'-2" 13'-3" 12'-6" - 32" 19'-4" 18'-3" 16'-11" 15-10" 14'-10" 13'-11" 24" 21•_1••, 20'-0" 19•_1" 18•_1•• 16•_11. 15•_11• 20 48" 12•_1•• 12•_1" 12•_1•• 12•_1" 12•_1•• 11'-5" LIVE 40" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 12'-0" 32" 14'-11" 14'-11" 14'-11" 14'-11" 14'-10" 13'-11" 24" 17•_3" 17•_3" '17'-3" 17•_3• 16•_11•• 15•_11" 25 48" 11•_9" 11•_9•' 11'-9" 11'-9" 11'-9" 11•_5•• 40" 12'-11" 12'-11" 12•_11. 12•_11. 12•_11" 12'-6" 32" 14'-6" 14'-6" 14'-0" 14•_61• 14•_6" 13•_11" = 24"_ 16'-10" 16'-10" 16'-10" 16'-10" 16'-101.115'-11-1 15'-3" 30 48" 10'-8" 10'-8 10'-8" 10'-8" 10'-8" 10'-8" 40" 11'-9" 11'-9" 11'-9" 11'-9" 11'4" 11'-9" 32" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 24" 15'-4" 15•_4" 15'-4" 15•_4" 15•_4" 15'-4" 36 48" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 40" 10'-8" 10'-8" 10'-8" 10•_8" 10•_8" 10'-8" 32" 12•_1•• 12•_1'• 12•_1'• 12•_1'• 12•_1•• 12•_1•• 24" 14'-0" 14'-0" 14'-0" 14'-0" 14'4" 14'-0" 42 48" 8'-10" 8'-10" 8'-10" V-10" 8'-10" 8'-10" 40" 9,_9.. 9._9" 9._9.. 9._9.. 9._9.. 9'_9.. 32" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 24" 12•_10. 12•_10" 12•_10. 12'_10. 12•_10. 12'_10" 50 48" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 40" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 32" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0- 24- 11'4" 11'-9" 11'-9" 1 11'-9" 11'-9" 1 11'-9" 60 48" 7'-2" 7-2" 7'-2" 7'-2" 7'-2" 7'-2" 40" 8'-0" 8-0 8'-0" 8'-0" 8'-0" 8'-0" 32. 9._1.. 9._1.. g._1.. 9,_1" 9._1" 9._1.. 24" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" TABLE 1.17 TABLE 1.18 TABLE 1.19 Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 7 of 83 Ground I Rafter Wind Speed and Exposure Exposure C Snow Load Spacing 130 140 150 160 170 180 10 72" 14'-8" 13'-0" 12'-5" 11'-6" 10'-9" 10'-0" LIVE 64" 15'-7" 14'4" 13'-3" 12'-3" 11'-5" 10'-8" 48" 18'-0" 16•_7" 15•4'• 14•_3'• 13•4" 12•_5" 32" 21•_10" 20•_1•• 18'-8" 17•4'• 16•_3" 15•_3" 20 72" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-0" LIVE 64" 11'-5" 11•_5" 11•_5" 11•_5• 11•_5" 10'-8" 48" 13'-5" 13'-5" 13'-5" 13'-5" 13'-4" 12'-5" 32" 16'-8" 16'-8" 16'-8" 16'-8" 16'-3" 15'-3" 25 72" 10'-5" 10'-5" 10'-5" 10'-5" 10'-5" 10'-0" 64" 11•_1" 11'A" 11•_1" 11'A" 11•_1•• 10'-8- 48" 13•_1" 13•_1" 13•_1" 13•_1" 13•_1" 12•_5" 32" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 15'-3" 30 72" 9'-4"- - 9.4.. 9.4.. 9.4.. 9.4.. ,9.4.. 64" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 48" 11•_10. 11•_10" 11•_10. 11•_10. 11•_10. 11•_10" 32" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 36 72" 8'-4" 8'4" 8'4" 8'4" 8'-4" 8'4" 64" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 48" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 32" 13'-5" 13'-5" 13'-5" 13'-5" 13'-5" 13'-5" 42 72" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 64" 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 48" 9'-9.. 9._9" 9._9..9._9., 9._9., 9._91. 32" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 50 72" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 64" 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" 48" 8'-9" 8._9.. 8._9.. 8._9.. 8._9" 8._9" 32" 11•_1" 11•_1" 11•_1•• 11•_1•• 11•_1" 11•_1'• 60 72" 5'-11" 5'-11" 5'-11" 5'-11" 5'-11" V-11" 64" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 48" 7'-9" ., 7'-9.. 7._9.. 7._9.. 7._9" 7._9" 32" 10'4" 10'-0" 1 10'-0" 1 10'-0" 10'-0" 10'-0" TABLE 1.20 - IAtILt 1Z1 1I S�9111 9 rl `UFCAL% May 31 2017 SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICECOVER Ground Snow Load: 0 Psf Live Load: 10 psf Roof Design Load • 10 psf Wind S ed:'110 MPH EXPOSURE B Seismic Ss= 150% Seismic Design Category D Freestandin or Attached •, y eader • -Detail Table 2.1. • Mb 3' " - - Min Post • cubic footing *d' Constrained ' Uplift Footing (In) trib Footing Maa Post Length 1 8' 0 3.S' Min Por[ cubic footing "d" Constrained Uplift Footing (in) Footing' Max Post Length 1 8' 0' . ` Mb 4' Min Post cubic footing' d' • Constrained Uplift - Footing (in) Footing Max Post Length In 8' 10 atrib _ 4.5' _ Min Post cubic footing "d"• Constrained Uplift • Footing (in)' Footing Max Pmt Length in - 8' 10' s trib S' cubic footing 'd" .- Constrained 'Min Uplift Footing (In) , Post Footing Max Post Length in 8' O' trib • 5.5' - Min Post cubic footing "d" Constrained Uplift Footing (in)' Mb Footing Max Post Length in S' 0' - 6' cubic f-Ung'd" Constrained Min Uplift Footing (In) ' Post Footing Max Past Length 1 8' 0 trib - 6.S' •Min Port 5cubic footing "d" Constrained ' Uplift Footing (In) Footing Max Pott Length in W 0' 'trib cubic footing "d" r Constrained L Min , Uplift Footing (In) Post Footing Max Post Length in 8' 0 trib S' Min Port cubicfwtingud" Constrained Uplift Footing (In) Footing Max Pon Length 8' 0 trib 8' cubic footing -d- Constrained Min Uplift Footing (in) Pmt Footing • Max Post Length 8' 0' Mb 8.S- , cubic Footing 'd' Constrained ~ Min Uplift Footing (In) Post Footing Max Post length On Stab On Slab 22'-8" Al Al 19'-5" Al - 17'-0" Al 17'-0" Al 13'-7" 15'•1" Al 15'-1" Al 12'-0" • -. - 13'-7" A3 _ 12'-0" Al 12'-0" Al Al I 11'-0" Al 30'-S" Al Al - 10'•5" Al -- - Al 9'-8" Al 9'-1"Al 9'-1" Al Al 8'6" At A3 18 - 8'-0" Al Al 20 30 31 33 13'-8" 0.042•.3•x8' It 14'-11" -Al - 17 27 29 30 13'-8" At 18 27 , 28 29 - 12'-7" Al 18 26 28 29 12'4Y" Al 19 26 27 - 28 Il' -3" - Al 39 25 27 28 10-7" Al 19 25 26 28 10-0" At - 19 2S 26- 27 9'-8" - AI 20 24 26 27 9'4" Al 20 24 25 27 8'•10" - Al 20 •• 24 25 26 8'-5" Al 20 23 25 26 8'•2" Al 20 23 25 26 Double 3•x8• L3, 112 21'-8" A3 20 30 32 33 19'•10" A3 20 29 31 32 18'-5" Al 21 29 30 32 17'-8" A2 21 28 30 31 16'•7" A2 -' 21 28 30 31 15'•8" A2 • 22 27 29 30 14'-11" A2 22 27 29 30 14'•S" A2 22 27 29 30 13'•10" A2 23 27 28 30 13'4" A2 23 26 28. 29 12'4"A2 23 26 • 28 29 12'-5" A2 23 26 27 29 Double 2'x6.625" L2, 112 19'•2'• Al 19 28 29 31 17'-7" Al - 19 27 29 30 • W-41" • Al 20 26 28 29 15'•8" Al 20 26 28 29 14'-9" Al 21 26 27 29 14'-0" A2 - 21 25 27 28 IT41" A2 21 25 27 28 12'-31" A2 22 25 26 28 12'-0" A2 22 - 25 26 27 11'40" A2 22 24 26 27 11'-5" A2 22 24 26 27 11'-2" A2 22 24 . 25 27 16 GSteel C L18 28'-7" Al 22 32 34 35 1 25'•9" -A2 22 31 33 35 23'-5" A2' 22 30 32 34 22'-2" A2 23 30 32 33 20'•7" A2 23 29 311 33 19'•2" A2 23 29 31 32 18'-0" A2 23 28 30 32 17'•3" B 24 28 30 31 16'-0" B 24 28 29 31 15'.6" • -C 24 27 29 30 14'•9" C 24 27 29 30 34'.3" C' 24 27 ' 28 30 14 G Steel C • LIS 33'•3" A2 23 33 35 37 30-0" A2 23 32 34 - 36 27'•6" - B 24 32 34 35 26'•1" C 24 31 33 35 24•-3" C 24 31 32 34 22'-8" C 25 30 32 33 21'-0" C 25 = 30 31 33 206" - C 25 29 31 3 19'•5" C 25 29 31 32 18'-6" C 25 29 30 32 17'-8" C 26 28 30 31 17'-2" C 26 28 30 31' 12 G Steel C 118 40'-0" C 24 35 37 39 40'-0" C 25 35 + 37 39 37'-0" C 26 + 34 36 38 35'-7" D 27 34 36 38 33'-3" D 27 33 35 37 31'-0" D 27 33 35 ' 36 29'-8" D 28 32 34 36 28'-8" D 28 32 34 16+27".3" 36 27'•3" D 28 32 r 33 35 26'•1" D 29 31 33 35 25'-0" - D 29 - 31 33 34 24'-0" E 29 31 33 34 Double 16 G Steel C L38, L8 40'-0" C 24 35 37 39 40-0" C 25 35 37 39 40-0" D 27 35 37 39 38'6" D 27 35 37 38 36'-0" D 28 34 36 38 34'•6" D • 28 .34 36 37 32'-10" D 29 33 35 37 31'•10' E 29 33 35 36 30'-7" E 29 33 34 36 29'-5" E 30 32 34 36 28'•4" E 30 32 34 35 27'-8" E 30 32 34 35 Double 14 G Steel C - L38, L8 40'-0" C • 24 35 37 39 40'-0" C • 25 35 37 39 40'-0" D 27 35 37 39 1 40-0" D 28 35 37 39 40-0" D 29 35 37 39 1 38'-5" E 29 34 37 - 38 36'-7" E 30 34 36 r 38 1 35'4" E 3234 34 36 38 34'-2" E 30 33 35 37 32'•10" E 31 33 35 37 1 31'-9" E 31 33 35 • 36 31'0" E 32 33 35 - 36 Double 12 G Steel C LIS LB 40-0" C 24 35 37 39 40-0" C. 25 35 37 39 401-0" D 27 35 37 39 40-0" D 28 35 37 39 40-0" D 29 35 37 39 40-0" E 30 35 37 39 40'-0' E 31 35 37 39 40-0" E 31 35 37 39 40'-0"•• Fl 32 35 37 39 40-0" Fl 33 35 37 39 38'-10" FI - 33 35 37 38 38'-0" F1 34 34 36 38 • Meader ' Detail trib Min Pmt 9' h T Uplift Footing • In Footing (in) ; trib MaxPasl Length 8' _UDD -• 12' 10 Min Uplift Post Footing T In Footing (In) - Max Pmt LengU 8' t0' 12' Mb Sl' Min Uplift Footing (in) Pmt Footing Mm Pmt length T In 8' 10 12' Mb 12' Min Port T Uplift Footing (in) Laming Max Post Length In 8' 10" 12' trib - 13' Min Pmt T Uplift Footing (in) Foo[Ing Max Past Length In 8' 0 12' : Mb 14' - Min Pmt T UpIIft Footing pn) trib Min • Uplift Footing Qn) footing Max Pmt length r, Past Footing Max Pmt Length In 8' 10 • 12' 15' T In 8' 10 12' • Mb 16' Min Pmt T Uplift Footing (in) footing Max Pmt length In 8' 10' 12' trib IT Mln Pmt T - Uplift Footing 11.) Footing . Max Port length In 8' 10 12' trib 38' Min Uplift Footing (In) Pmt Footing Max Pmt Length T In 8' 10 12' Mb 19' Min Uplift Footing (in) Pmt Footing Max Pmt Length T in 8' 10 12' Mb 27 Min Past T Uplift Footing (In) taming Max Pmt Length in 8' = 30 12' On Slab On Stab 7'-6" Al 27 - 28 - •-- 6'-9" At 24 26 27' 29 W-2" Al 24 ..: 27 • 28. 5'6" Al A2 24 27 29 5'•2" Al A2.. -24 28 29 t 31 5'-7" A2 4'-10' Al 30 31 5'-0" - "- 4'6" Al 29 30 32 5'-1"' 4'-3" At 29 31 32 W-10" A2 4'-0" Al - . 25 3'-9" Al -- A2 25 30 3233 3'-7" Al 12'-0" A2 26 3'-0" At B' 27 28 29 31 0.042"x3".8" It 7'•11" -A3 20 • 23 24 26 7'4" Al 21 23 25 • 26 6'-11" A2 25 24 25 26 6'•6" A2 21 24 26 27 6-2" A2 26 25 26 .28 T-30" = A2 21 25 27 28 5'•7" A2 22 26 27 29 5'4" A2 22 26 28 29 S'-1" A2 22 27. 28 29 4'-10' . A2 22 27 29 .30 4'6" A2 .- 22 27 29 30 4'-6" A2 22 28 29 31 Double 3•x8• • +- Ll, L12 - 12'-0" A2 23 26 27- 28 11'-3" 8 24 25 27 28 101-8" C 29 25 26 28 10.1" C 24 25 26 27 9'6" C 30 25 26 28 - 9'•3" C 25 25 27 28 8'•11" C • 25 26 27 29 - 8'•6'• C 25 26 28 29 8'-2" C • 26 27 28 • 29 7'-12" C 26 27 29 30 7'-8" C 26 27 29 30 7'1" C 26 28 29 - 31 Double 2"x6.625" L2, L12 30'-9"' A2 23 24 25 26 10'•1" A2 23 23 25 • .26 9'6" A2 28 24 25 26 9'-2" 0 24 24 26 27 8'-9" 0 29 • 25 26 28 8'-5" C 24 25 27 28 8'-1" C 24 26 27 • 29 7'A" C 25 26 28 29 7'6" C - 25 27 28 . 29 7'-3" • C 25 27 29 30 T4r" C ' 25 27 29 30 6'-9".. C 25 28 29 31 16 G Steel C L18 13'•8" . C 24 27 28 29 12'-7" - C 25 - 26 28' 29 11'-9" • C 30, 26 27 28 10-8" C - 25 25 26 28 9'•11" C 30 25 26 28 9'•2" C 25 25 27 28 e'•7" ` C 25 . 26 27 29 8'-0" C 25 26 28 29 T-7" C 25 27 28 29 - 7'-2" C 25 27 29 30 6'•10' C 25 27 29 30 6'•5" -. C 25 28 . 29 31 14 G Steel C L38 16'-5" C 26 28 29 31 15'-2" D 26 27 29 30 14'-3" D ' 32 .27 - 28 30 13'4" . D 27 26 28 29 12'-8" D 33 26 28 29 11'-11" D 27 26 27 28 11'-5" 0 27. 26 27 -29 10.10' D 27 26 28 29 10-3" D 27 27 28 29 9'-8" D 27 27 29 30 9'-2" D 28 27 29 30 S'-8" 0 27 28 29 31 12 G Steel C L38 23'-5" E 29 • - 30 32 34 21'-10' E 30 30 32 33 20-8" E 36 29 31 33 19'-6" E 30 29 31 32 18'-7" E 37 29 30 32 37'-S" E 31 - 28 30 31 17'-0" E + 31 28 30 31 16'•3" E 31 28 29 31 15'-8" E 32 27 29 30 35'-0" E 32 27 29 30 14'-7"' E 32 27 29 30 14'-0" Fl 32 28 20'-11" Double I6 G Steel C L38, LB 26'-10' E 31 `• 31 . 33 35 25'-3" E 31 31 33 34 24'•1" E 38 31 32 34 22'-11" E 32 30 32 ;4 22'-0" FI 39 30.32 F238 33 21'-1" FI 33 30 31 33 20'-0" Fl 33 29 31 33 19'-7" F3 33 29 31 32 19'-0" Fl 34 29 31 32 18'-0" F3 34 29 30 32 17'-10' F3 34 28 30 31 17'-3" FI - 34 28 Double l4 GSteelC Its, LB 30'•1" E 32 32 34 36 28'-0"fl 32 32 34 35 27•-1" Fl 40 • 32 33 35 25'•10' F1 �' 33 31 33 35 24'-11" F3 41 31 33 34 23'-10' Fl 34 31 32 34 23'-1" Fl 35 - 30 32 34 22'•3" Fl 35 30 32 33 21'-8" Fl 35 30. 32 33 20'-11" • F3 35 30 31 33 20-5" FI 36 29Double �39 12 G Steel C L38 LB 36'•10' Fl - • 34 - 34 36 - 38 34'-10' Fl - 35 34 36 - - 37 33'-0" • Fl 43 33 35 37 31'•10" Fl 36 33 35 36 30.8" F2 44 33 34 36 29'-5" F2 37 32 34 • 36 28'-7" F2 37 32 34 35 27'-7" F2 37 32 34- - 35 6'-10' F2 38 31. 33 - 35 26'-0" F2 • 38 31 - 33 35 25'-4" F3 - 39 31 Ground Snow Load: 0 sf Live Load: 10 sf Roof Design Load 10 - nsf Wind Sneed: 110 MPH EXPOSURE C or 130 MPH EXPOSURE B Seismic Ss- 150% Seismic Design Category D G 31 3319'-30" F236�.29 33 3a24'-8" F3 3931 r �` Freestandingor Attached d" - - cubic footing"d" - � Header 2.1 Detail L Mb 3' cubic(aoting'd'acubic Constratrred MinUplik Footing (In) Part Fooling Max Post Length In 8' ' 30' 12' Mb 3.5' footin9'd" -Connralned Min UpIiR Fooing (in) Post Footing Max Past Length .Pmt T In 8' 3012a- trib . Min T cubicfooting °d° CotstreI-d UpIiR Footing (in) Footing Max Past Length In 8' 30 - 12' trib 1' - 4.5' cubic footing "d" Constrained Min, Uplift Footing (in) Pmt' Footing Max Pmt Length T In 8'10 • 12' trig, S'T cubic footing'd" Constrained Min Uplift Footing (in) Pmt Footing Max Post Length in8'10' 12' - trib S.5'T Min Pmt cubic footing "d- Constrained Uplift Footing (n) trib Footing Max Pmt Length In ' 0 12' 6'• cubic footing "d" Constrained Min Uplift Footing (In) Past Footing Max Post Length T in10' 12' Mb , 6.5'T Min Post • cubic footing "d" Constrained I UpIiR ' Footing(in),, Fooling . Max Past length Ine'10''T trib Min I Past T cubicfooting"d" * Constrained Uplift Footing (in) Footing Max Pmt Length In 8' 0 12' •. Mb tPmt 7.5' Min T cubic footing"d" Constrained Uplift Footing (in) Footing Max Post Length In 8' 30 12' trib 8' r Min Past T cubic fooling"TabW Constrained UpIiR Footing (in) Footing Ma. Port Length in 8' 10' 12' Constrained Mb - Min Uplift Footing (In) Past Footing • Max Pmt Length 8.5' T In 8' 10' 1 ' On Slab On Slab 22'•8" -Al - - 19'•5" Al - • - 17'-0" Al - 13'-7" 15'•1" Al - 12'-0" • 13'-7" AI 11'-0" _ 12'-0" Al 11'-0" Al I + - 30'-S" Al Al - -• '• '_ 9'-8" Al - A3 9'-1"Al 8'-0" W-6" Al 8'-0" Al0.042'x3"x8' A3 18 - - - LI 14'-11" Al 20 30 31 33 13'-8" • Al 20 29 31 32 12'-7" Al -20 28 . 30 31 12'-0" Al 21 28 30 31 11'-3" Al ' 21 28 29. 31 30-7" Al 22 27 29 30 30'-0" AI 22 27 28 30 9'-8" Al 22 27 28 -.29 9'-3" Al 22 26 28 29 8'-10' Al 22 26 27 29 8'•5" Al 23 26 •27 28 8'-2" - AI 23 25 27 28 Double 3"x8' Ll, L32 21'-8" AI 22 32 34 36 19'-10" AI - 23 32 34 • 35 10'-5" A3 23 31 33 35 17'•8" A2 24 31 33 34 16'•7" A2 24 30 32 34 15'-8" A2 25 • 30 •32 + 33 14'-11" A2 25 30 31 33 14'-S" A2 25 29 31 - 33 13'-10" A2 25 29 - 31 32 13'-3" A2 26 29 30 32 12'-9" A2 26 28 30 32 12'•5" •' A2 -. 26 28 30 31 Double 2'x6.625"L2,L12 15'•8" 19'-2" Al 21 30 32 33 17'-7" Al 22 29- 31 33 16'-0" Al 22 29 31 32 15'-8" Al 23 29 30 32 14'•9" ^ Al 23 28 30 31 14'-0" A2 + 24 28 29 • 31 13'-0" A2 24 - 27 29 30 12'-11" A2 24 27 29 30 12'-0" A2 25 27' 28 30 11'-10' A2 25 27 28 29 11'-5" A2 25 26 - 28 29 11'•2" A2 25 26 28 ° 29 16G Steel C L38 - 28'•T' A2 24 35 37 r 39 25'•9" • • A2 25 34 36 38 23'•5" A2 25 33 353726353620-A2 21 22 •23 ISW' A2 24 21 22 26 : 32 34 36 19'•2" A2 26 32 33 35 18'-0" ' A2 - 26 31 33 '- 34 17'-3" B - 27 31 32 34 16'-4" B 27 30 32 34 15'•6"C 23 24 25 27 30 32 33' 14'-9" C 27 29 31 33 14'-3" C 27 29 + 31 32 14 G Steel C •- - LIS 33'-3" A2 26 '• 36•- 38 • 40 30-0" A2 -• 26 35 37 39 . 27'6" B :. 27 35 37 38 26'-1" C 27 34 36 38 24'•3" C 27- 33. 35 37 22'-8" C .28 -33 35 36 21'-0" C 28 32 34 •36 206" C •. 28 32 34 36 19'-5"'C 26 .- 29' 32 33 35 18'-6" C 29 r 31 33 35 17'-S" C -. 29 31 33 a 34 17'•2" C 29 3132 34 12 G Steel C +' ._ L38 40'-0" C '� 27 38. 40 42 40'-0" C 29 38 40 42 37'-0" - C 29 -37 39 41 35'-7" D • r 30 37 39 41 33'-3" D 31 36 38 40 31'-0" D 31 36 38 40 29'-8" D 31 35 37 39 28'-8" D 32 35 . 37 r 39 27'-3" . D - ' 32 34 ` 36 38 26'-1" D 32 34 36 38 25-0 D . 32 34 - 36 37 24'-0" E 33 33 35 37 Double 16 G Steel C LIB, L8 40'-0" C 27 38 40 . 42 40-0" . C • 29 - 38 40 . - 42 40-0" D 30 38 40 42 38'6" D 31 38 40 42 36'-0" D 31 37 39 41 34'-6" 0 32 37 39 * 41 32'-10' D 32 36 38 40 31'-10' E 33 36 38 40 30'•7" E 33 35 38 39 29'•5" E 34 35 37 39 28'-0" E 34 35 37 39 27'6" E 34 . 35 •• 37 38Double 14 G Steel C L18,U3 40'-0" C 27 - 38 40 42 40-0" C 29 38 40 •• 42 40-0" D - 30 38 40 42 40-0" D 31 38 40 42 40-0" D 32 38 40 42 38'-5" E * 33 38 40 42 36'-7" E 33 37 39 41 35'•7" E •• 34 37 39 41 34'-2" E 34 36 .: 39 40 32'-10'E E 35 36 38 40 31'-9" E 35 36• 38 - 40 31'-0" E .+ 36 36 38- +39 Double 12 G Steel C L38 L8 40-0" C 27 38 40 42 40-0" C 29 38 40 42 40-0" D 30 38 40 '42 40-0" D 31 38 40 42 00-0" D 32 38 40 42 40-0" E _ 33 38 40 42 40-0" E . 34 38 40 - 42 40-0" E 35 38 40 42 40-0" Fl 36 38 40 - 42 40-0" Fl - 37 38 40 42 38'-10" Fl 38 - 38 40 42 38'-0" FI 38 37 40 ' 42 r- grail Mb Min Post Uplift Footing I Footing (In) - Max Pmt Length 8' - 0' Mb 0 Min UpIiR ,- Footing (In) • Post «� Footing Max Post length In - 8' 0 trib a Min �,. Pmt Uplift Footing (in) Footing Max Pmt length B' - 0 2' Mb : 12' Min. Uplift Footing (In) r Post - Footing Maa Pmt Length T In 8' 0' 2' trib Min Uplift Footing (in) Past Fooling Max Pmt Length 13' T In 8"T 0 2' Mb 4' - • Min Uplift Footing (In) . Mb Min Uplift _ Footing (in) Past Footing Max Past Length ' r Pmt Fooling Ma. Past Length T In 8' 0 2' S' - In 8' 0' - trib Min '•F, Pmt 6' - Uplift Footing (In) Food" Max Past Length in 8' 30 Mb 1T • Min Uplift - Footing (In) Post Footing Max Post Length T In 8' 0 2' Mb ` 18' Min Uplift . Footing (in) Pmt Footing Max Post Length T In 8' 0 - 2' Mb Min Past T Uplift Footing (In) Footing - Max Pmt length In 8' 0 Mb _ Min UpIiR Footing (in) Pmt •• Footlog Max Past Length 0• In 8' 0n 121,On SWb ..- On SWb . 7'6" A1- .. _ --. 6'-9" Al 5'-2" Al 6'-2" - Al - 4'-10' Al 5'6"AI -• 4'6" Al .. S,-2•,AI4'-10' 4'•3" AI A3 4'6" At '' 3'-9". Al 4'-3"AI .• 3'-7"'Al . 4'-0" Al 3'-0" - .- 3'-9" Al •. - 3'•7" Al 25-- 26 7•-0" . Al T41" At0.042'x3'.8" A2 22 24 26 Ll 7'-11" Al 23'• '25 27 28 7'-0"' Al 23 25 27 - 28 W-11" A2 24 26 27' 29 W-6" A2 24 ..: 27 • 28. 29 6'-2" A2 24 27 29 30 T-10' A2.. -24 28 29 t 31 5'-7" A2 24 28 30 31 5'-0" A2 24 29 30 32 5'-1"' A2 - 25 29 31 32 W-10" A2 25 29' 31 - 33 4'-8" A2 25 30 32 33 4'-6" A2 25 30 3233 Double 3"x8" - - L1, L32 12'-0" A2 26 28 30 31 11'-3" - B' 27 28 29 31 10-5" C 27 27 29 30 10-1" C 27 27 28 30 96" • C 28 . 27 29 30 W-3" C 28 28 29 31 8'•11" C 28 28 30 . 31 8'-6" C 29 29 30 32 8'•2" • -C 29 29 31 32 7'-11" C ' 29 29 31 '- 33 7'-8" C 29 30 • 32 "33 7'-0" C 29 30 32 33 Double 2'x6.625• L2, L32 • 10.9" A2 26 - 26 27 29 10-1" A2 26 26 -27 28 9'6" A2 26 26 27 - 29 9'-2" 8 27 27 28 29 8'-9" -B 25 - 27 27 29 .30 8'-5" C • 27 28 29 31 8'-1" C 27 28 30 31 '7'-9" C 28 29 30 r 32 T6" - C 28 29 31+" 32 7'-3" C 28 29• 31 33 7'-0" C 28 30 32 .33 6'-9" C 29 30 32 33 16 G Steel C LIS 13'•8" C ..28 29 31 .32 12'-7" C 28 28 30 31 11'•9" C 28 28 29 31 10-8" C 28 27 29 30 W-11" C 28 27 29 ' 30 9'-2" C 28 28 29 31 8'-7" C - 28 28 30 31 8'-0" C 28 29 30 ' 32 T -T' C 28 29 31 32 7'-2" • C 28 29 31 33 6'•10' C 28 30 32 33 6'-5" C 28 -30 32 33 14 G Steel C L38 16'-5" - C +. 29 30 32 34 15'-2" ' D 30' 30 31 33 14'-3" • D • 30 29 31 32 13'-0" D 30' 29 30 32 12'-8" D 30 - 28 30 31 11'•11" D 31 - 28 30 F 31 11'•5" 0 31 28 30 31 10-10' � D 31 29 30 32 10.3" D 31 29 31 32 9'-8" D 31 29 31 33 9'-2" D 31 30 - 32 33 8'•8" D -31 30 32 3312 G Steel C L18 23'-5" E 33 3335+37E33 32 29- 31 33 34 36 20-8" - E 34 32 34 36 19'-6" E - " 36 32 33 35 18'-7" E 35 31 33 " 35 17'-8" E 35 31 33 ' 34 17'-0" E - 35 • 31 32 34 16'-3" •• E-3530 28 30 3233 15'-8"•`E -'36 30 32 33 15'-0" E 36 30313314'•7"E36 32 34 36 25'-3" 30 32 33 14'-0"FI 32 • 34 35 36 3032 .- 33 Double l6G SteeICL38 1B26'10" 22'-11" E35 31 - 33 34 34 36 3825'-3" E35 33 30 36 372d'-1" 21'-1" E36 • 34 33 35 372'11"3722'-0' 20-0" F3 34 30 32 33 FS 37 -33 35 3621'•1"F1 33 37 32 34 36 20-0" FI -37 32 '34 35 19'-7" F3 38' 32. 34 -35 19'-0" F3.- 38 31- 33 35 18'-0": -FI 38 31 33 35 17'-10' Fl 39 31 33 34 17'•3" Fl 39 31 32Double14GSteelC30-1"• F3 * 34 +32 34 - E 36 3537 3928'•4" F3 3635 Fl• 37 3927'-1"Fl37 32 33 35 23'-10'. 30 363825'-10FI - 31 33 35 38 .34' Fl 363824'-31" 31 F338 34 34 363723'•10"FI 36 31 33 ' 38 33 35 37 23'•1" F3 39 33 35 37 22'-3" F3 39 33 35 36 21'•8"' FI- 40 32 34 .36 20'-11" FS• 40 32 34 36 20'-S" F3 40• 32 34 35 19'•10" F2 41 32' •34 3Double 12 G Steel C 118l836'-10"Fl 36 3436 38"37 39 41'-10' ' F1 39 37 3941`33'-0" F3 40 36 3840 31'•10FI F238 40 36 38 4030-8" 38 FZ • 41 35 38 3929'-5"F2 39 32 41 35 37 39 28'-7" F2 '- 42 35 •37 39 2T-7" F2 42 35 37 38 2W-30" F2 - 43 34 36 38 26'-0" "• F2 43 . 34 36 38 25'-0" F3- 43 34 36 37 24'-8" - F3 44 34 36 37 .Ground Snow Load: ti 0- nsf Live Load: 10 nsf ` Roof Desien Load 10 nsf.• _ Wind Soeed:'115 MPH EXPOSURE B Seismic Ss= 150% Seismic -Desi n Cate o D . Structures are Attached to Existin Building. 4 - Meader � Detail trib' r-3- cubitfootim'd" , - • Constrained - 'Y' Min Uplift Footing (in) Mb Min Past • Footing fMax Past Length Post T 4 in 8' - 10' 12' - 3.S'•' T +- cubic footing •d' Constrained Uplift Footing (In) -Y. Footing MexPastlength , In 8' • 10 12' Mb'.r` Min 4 Past 4- T cubic footing "d",. Constrained Uplift Footing (in) Footing MaxPtlength. In - 8' 10 12' , Mb ' 0.5' - cubic footing "d' Constrained'. Min Uplift Footing (In) , Past ' Footing Max Pmt length T In 8' 10 12' trib' S' cubic footing "d'cubic _ - Constral ed' Min Uplift Footing (In) Pmt Footing Max Past Length T In 8- • 10 12' trib • S.5' Min Past T footing "d" ' Constrained~ Uplift Footing (in) Footing Max Past Length' in 8' 10 12' e± trib Min Past 6' • T cubic fooUng'd" ' Constrained ` Uplift ' Footing(In) . Footing Max Past length In S' 10 12 trib 6.5' ' Min Past T cubic fwting'd" Constrained i• Uplift Footing (in) Footing Max Past Length In 8' 1012' - cubic footing "d" •-•< Constrained Mb Min Uplift Footing(In)!, V Past Footing - Maa Pmt Length T T In 8- 10 -12' cubic Footing'd" '•a' Constrained Mb Min' Uplift Footing (In) Post Footing MaxPmtLength 7.S' T in -� 8' 10' -12' trib 8'T cubic footing "d" Camtrained - Min UpIiR Footing (in) Mb Past Footing Max Post Length in 8'SO'12' 8.5' cubic footing "d°Table2.1 Constrained - Min UpIIft Footing (in) Past,, Footing Max Post Length in 8' 10' T On SWb •-• On Slab - 22'•8" A3 - 19'-5 AI - - - 17'-0" Al - • - 15'-1" AI - 13'-7" AI - 12'-0" AI - - 11'-0" AI 10'•5"Al + - 9'6" Al - -• '• '_ 9'-1" Al - 8'•6" -• A3 8'-0" AI0.042"..T"x8' Ll 14'-11" A3 18 17 18 -19 13'-8" A3 • 18 18 19 20 � 12'-7" AI - -19 19 20 21 12'-0•'-. Al 19 19 21 21 11'-3" - Al 19 '- 20 21'. 22 10-7" At - 20 20 22 23 10-0" Al 20 21 22 - 23 9'-8" AI 20 21 23 24 9'•3" '�Al 20 - 22'- 23 24 8'-10Al 21 22 23 - 24 8'-S" AI • 21 22 24 25 8'-2" • Al 21 23 24 25 Double 3'x8' • -' L3, L32 21'-8" - Al 20 18 20 1 21 19'-10" A3 . 21 19 20 - -21 18'-5" Al 21 +19• 20 21 IT -8" A2 22- 19 21 22 16'-7" A2 22- 20 21 - 22 15-8" A2 22 20 22 23 14'-11" A2 23 21 -. 22 23 14'-S" A2 23 21 23 •• 24 13'•10' A2 •' 23 22 23 24 13'-3" A2 24 22 - 23 24 12'-9" A2 24 22 24 - 25 12'•5" A2 24 23 •24 25 Double 2•x6.625• - - - L2,112 19'-2" Al 20 = 18 19 �- 20 17'-7" Al - 20. :18 19 �' 20 16'-0 Al 20 19 20 21 15'•8" Al21 19 21 21 14'-9"Al 21. 20 21 22 14'-0" A2 22 20 22 23 13'-0" A2 22 21 22 23 12'-11" A2 22 21 23 24 12'-0" A2 -' 22 22 23 24 11'•10' A2 23 22• 23 24 11'-5" A2 23 22 24 '25 11'-2" - A2 23 23 - 24 25 16 G Steel C L18 28'•7" A2 22 20 21 22 25'-9" A2 23• 20 21 - 22 23'•5" A2 23 202223 22'-2"A2 24 2122 23 20-7" A2 24 21 22 23 19'-2" A2 24 21 22 •23 ISW' A2 24 21 22 23 17'-3" B 24 21 23 24 16'-0" B 25 22 23 24 15'6" C 25 22• 23 - 24 14'-9" C 25 22 24 25 14'-3" C 25 23 24 25 14G Steell L38 33'•3" A2 24 21- 22 23 30'-0" A2 24 21 22 23 27'6" B - 24 21 22 23 26'-1" C 25 21 23 - 24 24'-3" C 25 22 23 24 22'-8" C 25 22 23 - 24 21'-0" C 26 22 23 24 206" . C - 26 - 22 24 25 19'-5" C 26 22 24 25 15'6" C 26 22 24 25 17'•8" C 26 23 24 25 17'•2" C . 27 23 24 25 12 G Steel C L38 40'-0" C 25 22 23 24 40'-0" C " 26 22 24 25 37'-0' C 27 23 24 25 35'-7" D 28 23 25� 26 33'•3" D 28 - 24 25 26 31'-0" D 28 24 25 26 29'-8" 'D - 29 24 25 27 28'-8" D - 29 24 26 27 27'-3" 0 - 29 24 "26 27 26'•1" D 29 25 26 27 25'-0" = D - 30 25 26 - 27 24'-4" E .• : 30 . 25 26 28 Double 16 G SteelC L18,L8 40.0'" C 25 c 22 23 • 24 40-0" C 26 22 24- 25 40-0" D' 28 23 25 26 38'6" 0 28 24 25 - 26 36'-0" 0 r• 29 - 24 25 27 34'6" .D 29 -' 24 26 27 32'•10'. D 30 25 26 27 31'•10' E 30 25 26•.-28 30-7" E 30' 25 27 28 29'-5" E 31 25 27 -28 28'-4" - Epi 31 25 27 28 27'6"E 31 26 27 28 Double 14 G Steel C L38,LS 40'-0" C .25 - .22 23 24 40'-0" C 26 - 22 24 25 • 40'-0" D 28 23 25 26 40'-0" - D 29 24 25 27 40'-0" D 30 25 26 27 38'-S" E. 30 25 26 28 36'-7" E 31 25 27 28 35'-7" E 31 26 27 28 34'-2" E 31 26 27 • 29 32'•10' - E 32 26 28 29 31'-9'• - E - 32 26 28 29 31'-0" E 33 26• 28 29 Double l2 G Steel C LISLE 40'-0" C 25 22 23 24 40-0" C •26 22 24 25 40-0" D'• 28 - 23 25 26 40-0" D 29 24 25 27 40'-0" D 30 25' 26 27 40-0" -E 31 25 27 ".28 40-0" -E 32 26 27 29 40-0" E 32 26 28 29 '40-0" F3 33 27 28- 30 40-0" Fl 34 -27 -29' 30 38'-10" Fl 34 28 29 31 38'-0" •Fl 35 28 29 31 Header - Detail . trib Min ' UpIIft Footing (in) a" Mb Pon-= Footing Max Pon Length 9' T In 8' '30' 12' 10 Min Uplift Footing (In) Port Footing Max Port Length T In 8' 10' •• 12' Mb ' 11' Min Uplift . Fooling (in) Post + Footing Max Port Length T in e' - 10 12' Mb +t 12' Min Uplift Footing (in) • Post Footing Maz Port Length T In 8' 0' 12' trib 13' Min UpIiR Footing (In)' Past Footing Max Post Length T - In 8'' 10 12' Mb � 'Post 14' Min T Uplift - Fooling(in) Footing Max Post Length in 8' ]0 12' Mb IS' Min Uplift 'Footing(in) Post Footing Max Post Length T In 8' 10 12' trib 16" MIn Uplift Footing (in) Port Footing Max Post Length T in - 8' 10 12' Mb -+ Min UpIiR•- Footing(In) • Post i Footing Max Post Length 3T T In 8' 30 12' Mb ' 18' • Min Uplift Footing (In) Po' Fowing Max Post Length T In 8' 10 2- trib 19' Min Uplift Footing (In). Mb Min Uplift Footing (in) Pon'Footing Max Post Length Post Footing Max Post Length T in 8' - 10 12' 20 = T - in 8' 10 12' On SWb - On SWb 79' Al - • 6'•9" Al 6'•2"Al 5'-S'• Al 5'-2" Al 4'-10' Al -• 4'6" Al .. 4'•3" AI 4'-0" -Al - '' 3'-9". Al .• 3'-7"'Al 3'-0" Alx0.042'x3•.8•Ll T -Il" AI 21 , 24 25-- 26 7•-0" . Al 21 24 25 26- W-11" A2 22 24 26 27 W-6"- A2 22 25 26 28 6'-2" A2 22 25 27 28 S'-10' A2 ... 22 26 27 - 29 T-7" A2 -22 26 28 29 S'-0" A2 22 27 28 30 T-1" A2 23 27 29 • 30 4'•10' A2 23 28 29 31 W-8" A2 23 28 -•30 31 4W' A2 23 28 30• -31 Double 3'x8"L1,L12 12'-0" A2 24 26 28 -. 29 11'•3" B 25 - 26 27 - 29 • 10`4' - C 25 26 27 - 28 10-1" C 25 25 27 28 9'-8" C 25 25 27 -' 28 9'-3" C 26 26 27 29 8'•11" C 26 26 28 29 8'6" C • 26 27 28 30 8'-2" C 26 27 29 - 30 7'-11" C 27. 28 29 31 7'-8" C - 27 28 30 31 7'-0" C 27 28 30 31 Double 2'x6.625" " -12 112 10'•9"A223,• 24• 26 27 10'•1" A2 -24 24' 25 27 9'-8" • A2 ' 24 24 26 27 9'-2" B - 24 25 + 26 •28 S'-9" - B 25 25 27 28 e'•5" C 25 26 27 29 8'•1" C' 25 26 28 29 7'-9" C 25 - 27 2S 30 7'g," C 26 27 29 30 7'-3'• C - 26 '• 28 29 31 T-0" C • • 26 28 30 31 6'•9" C - 26 28 30 31 I6 G SteelC L38 13'-8"C 25 27 29 30 12'-7" C 25 27 28"29 11'-9"• C. 26 26 28 29 30-8" C '26 26 27 - 28 9'•11" C 26 25 27• 28 9•-2" - C 26 26 27 29 8'-7" C 26 26 28 29 8'-0" C -26 27 28. 30 7--7" C 26 27 29 30 7'•2" C 26 28 29' 31 6'•10" C 26 28 30 31 6'-5" C 26 28 30 31 14 G SteelC L38 16'•S" C 27 28 30 32 15'•2" D 27 28 •' 30 31 14'-3" D' 27 27 29 30 13'-4" D 28 27 29 30 12'-8" D 28 27 28 •30 11'•11" D 28 26 28 29 11'•5" D 28 26 28 29 10'-10" D 28 27 28 30 10.3" D282729309' -8"D28 28 29 31 9'-2" 0 28 28 30" 31 8'•8" D 28 28 30 31 12 G Steel C L38 23'-S" E 30 31 33 35 21'-10' E 31 31 32 34 20.8" E 31 30 32 33 19'6" E 31 30 31 -' 33 18'-7" - E 32 29- 31 33 17-4- E 3229313217'-0'E3229 30 •32 16'-3" E 32 28 30 31 IS' -8" E ' 33 28 30 31 15'-0" E 33 28 29 31 14'•7"E33 28 30 31 14'-0" Fl 33 2830 31 lC18,l8260" E32 32 34 36 25'-3" E 32 - 32 • 34 35 24'•1" • • E - 33 31 33' 35 22'-11" E 33 31 - 33 34 22'-0" - FI 33 31 32 34 21'-1" FS • 34 30 32 34 20-0" F3 34 30 32 33 19'-T' FI 34 30 31 33 19'-0' F3 35 30 31 33 18'-0" FI 35 29 31 r 32 17'•10'Double 14 G RealC L38, L8 30'-1" - E 33 33 35 37 28'-0" - FS 33 33 35 36 . 27'-1" `• F3 * 34 +32 34 36 25'•10' Fl 34 32 34 35 24'-il" Fl• 35 32 33 35 23'-10'. Fl 35 - 31 33 35 23'•1" Fl 36 31 33 34 22'•3" FI 36 31 33 34 21'-8" Fl 36 31''' 32 34 20'•11" Fl 37 30 32 X 30 20-5"Double 12 G Steel C L38l836'-30" F3 35 35 373934'-30" F3 36 34• 36 3833'-4" F3 36 3436 38 31'-10"F1 37 34 363730-8"F2 37 33 35 37i9'5" F238 33 353728'-7" -' F2 38 33 35 3627'-7" F2 39 32 ;a 366'•10' F2 39 3234 36 26'-0" F2 - 39 32 34 - 35 25'-0 Amerimax Exterior Home Products Carl Putnam, P. E.28921 US Hwy 74 3441 Ivylink PlaceRomoland, CA 92585 Lynchburg, VA'24503(434) 384-2514carloutnam�omcastnetMENT SERVICES PERMIT BUTTE IDFORcREV1EVUE�. FCpMPLaIANCAmerimax Standard Plan (2016 CBC) 1/31/2017 + �' Page 8 of83 . " 79 - l 3529 31 32 17'-3"Fl 36 29 30 •32Fl 37 30 32 3319'•10" F2 37 30• 3233 F340 3234' 3524'-8" F340 32May 31 2017 . 4 SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVER - rrniind Cnnw 1 nnel•- n nef 1 iva 1 narl• 7A ncf Rnnf nacion 1 nerd 7A ncf Wind Cnnerl° 110 MPH FXPOSIiRF R Coicmir Cc_ 150o/- - Cpiclrlir notion rataonru n w. rroactnndino nr Attnrhad Header Table 2.Sa etas trib 3' Min Post cubic footing "d" Constrained Uplift Fooling (In) trib Footing Max post Length In 8' 5' 3.S' MIn Post T cubic footing "d' Constrained Uplift Footing (in) Footing Mea Post Length In 8' 1 ' 15' tdb 4' Min Post T cubic feeling'd" Constrained Uplift Footing (In) Feoing Max Post Length In 8' 2' S' trib 4.5' Min Post T cubic footing "d' Constrained Uplift Footing (In) Footing Max Post Length I 8' S' trib Min Post cubic footing "d" Constrained Uplift Footing (In) Footing Max Pori Length n 8' 2' 15' Mb - 5.5' Min Post T cubic footing "d° Constrained Uplift Footing (In) Footing Max 1. Length In 8' 2' S' trib 6' Min Post T cubic footing "d' Constrained Uplift Footing (in) Footing Max Post length In 8' S' Mb 6.5' - cubic footing "d" Constrained Min . Uplift Footing (in) Post Fooling Moa Post Length In 8' S' trib cubic footing "d" Constrained Min' Uplift Footing (in) Post Footing Max Post Length T in 8' S' tdb S' Min Pot cubic footing "d" Constrained Uplift Footing (In) Footing Max Post length In 8' S' Mb e' Min Pmt 7 cubic footing "d" Constrained Uplift Footing (in) Footing Max Post Length In 8' S' trib a 5' Min Post cubic footing "d" Constrained Uplift Footing (in) Footing Max Post Length I 8' 2' S' On Slab On Slab Il' -10' Al Al 8'•11" Al 10-2" Al 8'-11" Al 7'•11" 8'•11'. Al 7'•11" Al Al 7'-lI" AI 7'-1" Al 7'-1" Al - - 6'-5" Al 5'•11" Al Al 5'-11" Al Al 5'-1" Al 5'-5" Al Al 5'•1" A3 4'-9" Al _ 4'-9" Al 4'-5" Al Al 30'-5" Al 4'-2" Al 0.042•x3'x8' - L1 10'•5" Al 0.042°x3'.8• Ll 1U-5" Al 15 25 27 29 9'-6" Al - 16 24 27 28 8'-8" Al 16 24 26 - 28 8'•1" Al 16 23 26 27 7'-7" Al 17 23 25 27 T-2" A2 17 23 25 26 6'-8" A2 17 22 25 26 6'4" A2 17 22 24 26 6'•3" A2 17 22 24 25 5'-9" A2 17 22 24 25 5'-6" A2 17 22 24 26 5'-3" A2 17 22 25 26 Double 3°x8' Ll, L32 15'-5" A2 18 27 30 32 34'-3" A2 18 27 30 31 13'-1" A2 18 26 29 31 12'4" A2 19 26 29 30 11'-7" B 19 25 28 30 11'-0" C 19 25 28 29 10-5" C 20 25 27 29 9'-11" C 20 24 27 29 9'-0" C 20 24 27 28 9'-2" C 20 24 27 28 8'•9" • C 20 24 26 28 8'-5" C 20 23 26 28 Double 2'x6.625° L2, L32 13'-9" A2 17 25 28 30 12'-8" A2 17 25 28 29 11'-9" A2 18 24 27 29 11'-0" A2 18 24 27 28 10-5" A2 18 24 26 28 9'•11" A2 19 23 26 27 9'-5" A2 19 23 26 27 9'47' B 19 23 25 27 8'-8" C 19 23 25 26 8'-0" C 20 22 25 26 8'-0" C 20 22 24 26 Tmil" C 20 22 25 26 16G Steel LIS IB' -9" A2 19 29 32 34 16'•11" B 19 28 31 33 35'-3" C 19 27 30 32 14'-1" C 20 27 30 31 13'-1" C 20 26 29 31 12'•3" C 20 26 29 30 11'-2" C 20 25 28 30 IU -5" C 20 25 27 29 9'-8" C 20 24 27 29 9'•1" C 20 24 27 28 8'-5" C 20 23 26 28 T-11" C 20 23 26 27 14 G Steel C L18 22'-2" C 20 30 33 35 20-2" C 20 29 32 34 18'-2" C 21 29 32 33 16'-11" C 21 28 31 33 15'-9" C 21 28 31 32 14'-10' D 21 27 30 32 13'-30" D 21 27 30 31 13'-I" D 22 26 29 31 12'-5" D 22 26 29 30 Il' -IU' D 22 26 28 30jff'-V 11'-3" D 22 25 28 30 10'•9" D 22 25 28 29 12 G Steel C L18 28'-0" D 22 32 35 37 26'-8" D 22 31 35 37 25'-6" D 23 31 34 36 24'-0" E 23 31 30 36 22'-7" E 24 30 33 35 21'-0" E 24 30 33 35 20-1" E 24 29 32 34 19'-2" E 25 29 32 3a 18'-0" E 25 29 32 34 17'-6" E 25 28 31 33 33 E 25 28 31 33 16'-1" E 25 28 31 32 Double l6G SteeIC L38, L8 29'-2" D 22 32 36 38 27'-9" D 23 32 35 37 26'-6" E 23 31 35 37 25'•6" E 24 31 30 36 24'•8" E 24 31 34 36 23'-11" E- 25 31 34 36 23'-3" E 25 30 34 36 22'•6" Fl 26 - 30 33 35 21'-8" FI 26 30 33 35 20'•11" F1' 26 30 33 - 35 Fl 27 29 32 34 19'•5" 121--l" Fl 27 29 32 34 Double 14 G Steel C L38, l8 31'•1" - D 22 33 36 38 29'-7" D 23 32 36 38 28'-0" E 20 32 35 37 2T•3" E 24 32 35 37 26'-4" E 25 31 35 37 25'-6" E 26 31 34 36 24'-9" Fl 26 31 34 36 24'-2" Fl 26 31 34 36 23'-7" Fl 27 -30 34 36 23'-0" Fl 27 30 34 36 Fl 28 30 33 35 22'•1" FI 28 30 33 35 Double 12 G Steel C 1.18 L8 3S'-0" E 23 34 37 40 33'-7" E 24 33 37 39 32'-2" E 25 33 37 39 30-11' E 25 33 36 38 29'-11" Fl 26 32 - 36 38 29'-0" Fl 27 32 36 38 28'-2" FI 27 32 35 37 27'-5" FI 28 32 35 37 26'•9" Fl 28 31 35 37 26-2" F1 29 31 35 37 • - Bader F2 29 31 35 37 Footing (in) Mb Max Pot Length 8' 2' S' 9.5' F2 29 31 34 36 Header Detail Mb 9' Min Post Tfin) Uplift Footing In Footing (in) Mb Max Pot Length 8' 12' IS' 9.5' Min Po[ T Uplift Footing In Footing (In) Max Pmtlength 8' 12' 15' Mb 10 Min Uplift Footing (In) Pot Footing Max Pot Length T In 8' 12' 15' trib 11' Min Pot T Uplift Footing (in) Footing Max Pot Length In 8' 12' 15' trib 12' Min Post T Uplift Footing (In) Footing Max Pot Length in B' 12' 15' Mb IT Min Pot T Uplift Footing (in) Footing Max Pot length In 8' 12' 15' Mb 14' Min Pot T Uplift Footing (in) Footing Max Pot length In 8' 12' 15' Mb IS, Min Post T Uplift Footing (In) Footing Max Pot length In 8' 12' 15' Mb 16' Min Pot T Uplift Footing (in) Footing Maa Pmt Length in 8' 12' 15' Mb 17 Min Uplift Fooling (in) Pot Footing Max Pot Length T In 8' 12' 15' trib IS, Min Uplift Fooling (in) Pot Footing Max Pot length T In 8' 12' 15' Mb 19' Min Pot T Uplift Footing (in) Foating Max Post Length In 8' 12' 15' On Slab On Slab T-11" Al A2 18 23 3'-9" Al Al 18 23 3'•6" Al 2'-11" Al 24 26 3'-2" Al 2'-8" Al 24 27 .29 2'-11" Al Al 25 28 29 - 2'48" Al 25 28 - T-7". 2'b" Al 26 29 30 3'4" 2'1" Al 26 29 1'-11" 2'-2" Al 19 27 30 31 3'-0" 1'-10' 2'-1" Al 32 2'-10' A2 1'-11" Al 5'•1" A2 20 3'-10" Al 29 4'-10" A2 20 25 0.042°.3•x8' Ll - 5'•3" A2 18 23 25 27 4'•10' A2 18 23 25 27 4'-8" A2 27 23 26 27 4'-0" A2 18 24 26 28 4'-0" A2 27 24 27 29 T-9" A2 18 25 28 29 T-7" A2 18 25 28 30 3'-0" A2 18 26 29 30 3'•2" A2 18 26 29 31 3'-0" A2 18 27 29 31 2'•10' A2 18 27 30 32 2'-9" A2 18 27 30 32 Double 3°x6° 11,112 8'•2" C 21 23 26 27 7'•11" C 21 23 26 27 7-7" C 31 23 26 27 7'-2" C 21 24 26 28 6'•9" D 32 24 27 29 6'-5" D 21 25 28 29 6'-1" D 22 25 28 30 5'-9" D 22 26 29 30 5'•6" D 22 26 29 31 5'-3" D 22 27 29 31 T-1" D 22 27 30 32 4'-10" D 22 27 30 32 Double 2".6.625" L2, L12 T -S" C 20 - 23 25 27 7'-3" C 20 23 25 27 7'4r" C 30 23 26 27 6'-7" C 21 24 26 28 6'-3" C 31 24 27 29 5'-11" C 21 25 28 29 5'•8" D 21 25 28 30 5'•5" D 21 26 29 30 5'-2" 0 21 26 29 31 5'-0" D 22 27 29 31 4'-9" D 22 27 30 32 4'-7" D 22 27 30 32 16 G Steel L38- T-6" C 20 23 25 27 7'•2" C - 20 23 25 27 6'-9" C 30 23 26 27 6'-2" C 20 24 26 28 5'•7" C 30 24 27 29 5'-2" C 20 25 28 29 4'-30" C 20 25 28 30 4'-6" C 20 26 29 30 4'•3" C 20 26 29 31 4'-0" C 20 21 29 31 3'-9" C 20 27 30 32 3'-7" C 20 27 30 32 14 G Steel LIS 10'-2" D 22 25 27 29 T -B" D... 22. 24 27 29 9'.1" 0 33 24 27 28 8'-0" D 22 24 26 28 7'-7" D .33 24 27 29 r-1" D 22 25 28 29 6'-6" D 22 25 28 30 6'-1" D 22 26 29 30 S'-8" D 22 26 29 31 5'-5" D 22 27 29 31 5'-1" D 22 27 30 32 4'-I0' D 22 27 30 32 12 GSteel C L38 15'-7" E 26 27 30 32 15'-0" E 26 27 30 32 34'-5" E 39 27 30 32 13'•7" Fl 26 27 29 31 12'-9" Fl 40 26 29 31 12'•2" Fl 27 26 29 30 11'-6" Fl 27 25 28 30 11'-0" Fl 27 26 29 30 IU -6" Fl 27 26 29 31 10-1" Fl 27 27 29 31 92%8" Fl 27 27 30 32 9'4" Fl 28 27 30 32 Double l6 G SteelC L38, LB 18'-10' F3 27 29 32 34 38'-0" F3 27 29 32 34 17'-9" F1 42 28 31 33 16'-10" FI 28 28 31 33 16'-0" F3 43 28 31 32 15'-3" Fl 29 27 30 32 14'-7" F2 29 27 30 32 14'-0" F2 29 27 30 31 13'•6" F2 29 26 29 31 13'-0" F2 30' 27 29 31 12'-6" F2 30 27 30 32 12'-2" F2 30 27 30 32 Double 14 G Steel C L38, LS 21'-6" Fl 28 30 33 35 20-11" Fl 29 30 33 35 20'-0"' F1 43 29 33 34 1 19'-4" F2 29 29 32 34 16'-5" F2 45 29 32 34 17'-8" F2 30 28 31 33 IT -O" F2 30 28 31 33 16'•5" F2 31 28 31 33 I5'-10" F3 31 28 31 32 15'4" F3 31 27 30 32 14'•10" F3 32 27 30 32 14'-5" F3 32 27 30 32 Double 12 G Steel C - L18 L8 24'-8" F2 30 31 34 36 24'-3" F2 30 31 34 36 23'-30" F2 46 31 14 36 23'-1" F3 31 30 14 36 1 22'-5" F3 48 30 33 35 21'-30' F3 32 30 33 35 21'4" F4 33 30 33 35 1 20'-7" F4 33 29 33 35 19'-11" F4 34 29 32 34 1 19'4" F4 34 29 32 34 18'.9" F4 34 29 32 34 18'-3" F5 3S 29 32 - 34 r:rnllnel Cnnw 1 nod• 0 ncf I ivo I nod• 7A ncf Rnnf nation 1road 7A ncf . Wind Cnaad• 110 MPH FXDOCiIM: r nr 1 RA MPH FXPACI IRF R Caicmir Ccc 150% Caicmir nocian rntavnry n Froactanelino nr Attarhad - • Header Table 2.5 Detail Mb 3- Min Pot T cubic footing "d" Constrained Uplift Footing fin) Mb Footing Max Post Length In 8' 12' 15' 3.5' Min Pmt T cubic footing "d' Constrained Uplift Footing (In) Footing Maa Pot Length In 8' 12' 15' Mb a' Min Pot T cubic lowing 'dN ow ing'd' Constrained Uplift Footing (In) Fooling Max Pot Length In 8' 12' 15' Mb 4.5' MIn Pot T cubic footing "d• Constrained Uplift Footing (In) Fooling Max Pot Length In 8' 12' 15' Crib 5' - cubic footing "d" Consoralned Min Uplift Footing (in) Pot Footing Max Pot Length T In B' 12' 15' trib S.S. Min Pm T cubic footing "d' Constrained Uplift Footing (in) Footing Max Pot Length in 8' 12' 15' trib 6' cubic footing "d" Constrained Min Uplift Footing (In) Pot Foxing Max Pot Length T In 8' 12' IT trib 6.5' Min Pot T cubic footing "d" Constrained Uplift Fooling (In) Footing Max Pot tmgth In 8' 12' 15' Mb T cubic fooling'E" Constrained Min Uplift Footing (In) Pot Footing Max Pon Length T In e' 12' 15' trib 7.5' - cubic footing'd" - Constrained Min Uplift Footing (in) Pot Footing Maa Pot length T In e' 12' 15' Mb _ 8'T cubic footing "d" • Constrained Min Uplift Footing (In) Pot Fooling Max Pot Length In 8' 12' 15' Mb B.S' cubic footing "d" Constrained Min Uplift Footing (in) Pmt Footing Max Post Length T In S' 12' 15' On Slab On Slab 11'-30" Al 10-2" Al - 10-2" Al 8'•11" Al 8'-11" Al 7'•11" Al 7'•11" Al Al 7'-1" Al 6'-5" Al 5'•11" Al Al 5'•5" Al 5'-1" Al 5'-1" Al - 4'-5" 4'-9" Al 4'-5" Al 4'-2" Al 30'-5" Al 16 17. 0.042•x3'x8' - L1 10'•5" Al 17 27 30 32 9'-6" Al 18 26 29 31 8'-11" Al 18 26 29 30 8'-1" Al 18 25 28 30 T-7" Al 19 25 28 29 7'-2" A2 19 25 27 29 6'-8" A2 19 24 27 28 6'-0" A2 19 24 26 28 6'-1" A2 19 24 26 28 5'-9" A2 20 24 26 28 5'-6" A2 20 24 27 . 28 5'-3" A2 20 24 27 29 Double 3°ng' L1, L12 15'-5" A2 20 30 33 35 14'-3" A2 20 29 32 34 13'-l" A2 21 29 32 34 12'-4" A2 21 28 31 33 11'-7" B 21 28 31 33 11'4Y" C 22 27 30 -32 10-5" C 22 27 30 32 9'•11" C 22 27 30 31 9'8' C 23 26 29 31 9'-2" C 23 26 29 - 31 8'-9" C 23 26 29 30 8'-5" C 23 26 28 30 Double 2"x6.625' -- . L2, L12 13'-9" A2 39 28 i 31 32 12'-8" A2 20 27 30 32 11'•9" A2 20 27 29 31 11'-0" A2 20 26 29 31 10'•5" A2 21 26 29 30 9'-1l" A2 21 25 28 30 9'•5" A2 21 25 28 29 9'-0" B 22 25 27 29 8'-8" C 22 25 27 23 8'4" C 22 24 27 29 8'-0" C 22 24 27 • 28 7'-8" C 22 24 27 29 16G SteelC L38 18'•9" A2 21 31 35 37 16'-11" B 22 31 34 36 15'-3" t: -22 30 99 35 14'-1"= C 22 29 32 3a 13'-1" C 22 29 32 34 12'-3" C 23 28 31 33 11'-2" C 23 27 30 •32 10-5" C 23 27 30 32 9'-8" C 23 26 29 L38 9'-1" C 23 26 29 31 8'-S" C 23 26 28 30 7'-11" C 23 25 28 30 14 G Steel C L38 22'-2" C 22 33 36 38 201-2" C 23 32 35 37 18'•2" C 23 31 34 36 16'-11" C 24 • 31 34 36 15'•9" C 24 30 33 35 14'-10" D 24 30 33 35 13'•10" ' U 24 29 32 34 17'-1" D - 24 39 32 14 12'-5" D 25 28 31 28'-0" 11'-30' D 25 28 31 33 11'-3" D - 25 28 31 32 Ili -9" D 25 27 30 32 12 G Steel C Lag 28'-0" D 24 35 38 41 26'-8" D 25 34 38 40 25'-6" D 26 34 38 40 24'-0" E 26 33 37 39 22'-7" E 27 33 36 39 21'-0" E 27 32 36 38 20-1" E 27 32' - 35 37 19'-2" E 28 31 35 37 18'-0" E 28' 31 35 d400 17'-6" E 28 31 34 36 16'-9" L - 28 30 34 36 1 ..1" .x E 2B 30 33 35 Double 16 G Steel C L18, L8 29'-2" D 25 35 39 41 27'-9" D 25 35 38 41 26'-6" E 26 34 38 40 25'-6" E 27 34 38 40 24'-8" E 28 34 37 39 23'-11" E 28 33 37 39 23'-3" E 29 33 37 39 22'-6" Fl 29 33 36 38 21'-8" Fl 30 33 36 24 20'-11" Fl - 30 32 • 36 • 38 20-1" Fl 30 32 35 37 19'-5" Fl 30 32 35 37 Double 14 G Steel C L38, LB 31'-1" D 25 36 39 42 29'-7" D 26 35 39 41 28'4" E 27 35 39 41 2T•3" E 28 34 38 - 40 26'-0" E 28 34 38 40 25'-6" E 29 34 38 40 24'3" F1 29 34 37 39 24'-2" Fl 30 33 37 39 23'-7" Fl 30 33 37 32'-2" 23'-0" FI 31 33 37 39 22'8' F1 31 33 36 39 22'-1" Fl 32 33 36 38 Double 12 G Steel L38Le 35'-4" E 26 37 41 43 33'-7" E 27 36 40 43 32'-2" E 28 36 40 42 30'-11" E 29 36 39 42 29'-11" Fl 29 35 39 41 29'-0" Fl 30 35 39 41 28'-2" Fl 31 35 39 41 27'-5" Fl 31 35 38 40 26'-9" Fl 32 34 38 Al 26'-2" Fl 32 34 38 40 25'-8" F2 33 34 38 40 25'-1" F2 33 34 37 40 • - Bader Detal Mb ' 9' Min Pot T Uplift Footing In Footing (in) Mb Max Pot Length 8' 2' S' 9.5' Min Uplift Footing (in) Pot Footing Max Post Length T In 8' 2' 5' Mb U Min Uplift Footing (in) Post Footing Max Pot length n 8' S' Mb Min Pmt Uplift Footing (In) Footing Max Pmt Length I 8' 15' trib 2' Min Pot Uplift Footing (In) Footing Max Post Length I 8' S' trib 3' Min Pot T Uplift Footing in Footing (In) Mea Pmt Length 8' 5' Mb Min Uplift Pmt Footing in Footing (in) Maa Pmt Length B' 2' 5' trib S' Min Pmt Uplift Footing (in) Footing Max Pot Length I 8' S' trills 6' Min Pot Uplift Footing (in) Footing Maa Post Length In 8' S' Mb Mln Pot Uplift Footing (in) Footing Max Pot Length in 8' S' trib 8' Min Pot T Uplift Footing (In) Footing Max Pot Length In 8' 5' Mb 9' Min Uplift Footing (In) Pot Footing Ma. Pot length T In 8' 2' S' On Slab On Slab T-11" Al 1'-10" 3'-9" AI 0.042'.3'.8' 3'-6" Al A2 18 23 26 T-2" Al 18 23 26 - 28 4'41" 2'-11" Al 24 26 28 4'4" 2'-8" Al 24 27 .29 4'-0" 2'i" Al 25 28 29 - 2'-0" Al 25 28 30 T-7". 2'-2" Al 26 29 30 3'4" 2'-1" Al 26 29 1'-11" Al A2 19 27 30 31 3'-0" 1'-10' Al 27 30 32 2'-10' A2 0.042°a3°.8° 11 5'•1" A2 20 25 27 29 4'-10" A2 20 25 28 29 4'-8" A2 20 25 28 30 W-4" A2 20 26 29 30 4'-0" A2 20 27 29 31 T-9" A2 20 27 30 32 T-7" A2 20 28 31 32 3'4" •A2 21 28 31 33 3'-2" A2 21 29 32 33 3'-0" A2 21 29 32 34 T-10" A2 - 21 29 33 34 2'•9" A2 21 30 33 35 Double 3'x8' L1, L32 8'-2" C 23 25 28 30 7'-11" C 23 25 28 30 7'-7" C 24 25 28 30 7'-2" C 24 26 29 30 6'-9" D 24 27 29 31 6'-5" • D 24 27 30 32 6'-1" 0 24 28 31 32 S'-9" D 25 28 31 33 T-6" D 25 29 32 33 5'-3" 0 25 29 32 34 5'-I" 0 25 29 33 34 4'-30' D 25 30 33 35 Double 2°.6.625• L2, L12 7'4" C 23 25 27 29 7-3" C 23 25 28 29 7'4r" C 23 25. 28 30 6'-7" C 23 26 29 30 6'-3" C 23 27 29 31 T-11" • C 24 27 30 32 5'-8" D 24 28 31 32 5'-5" D 24 28 31 33 5'•2" D 24 29 32 33 5'-0" D 24 29 32 34 4'-9" D 25 29 33 34 4'•7" D 25 30 33 35 16G Steel L38 7'1" C 23 25 28 29 7-2" C 23 25 28 29 6'-9" C 23 25 28 30 6'-2" C 23 26 29 30 5'-7" C 23 27 29 31 5'-2" C 23 27 30 32 4'-10" C 23 28 31 32 4'-6" C 23 28 31 33 4'•3" C 23 29 32 33 4'-0" C 23 29 32 • 34 T-9" C 23 29 33 34 T-7" C 23 30 33 35 14 G Steel L18 I01-2" D 25 27 30 31 9'-8" D 25 26 29 31 9'-1" 0 25 26 29 31 8'-0" D 25 26 29 30 T-7" 0 25 27 29 31 T-1" D 25 27 30 32 6'-6" D 25 28 31 32 6'-I" D 25 28 31 33 5'-8" D 25 29 32 33 5'-S" 0 2S .29 32 34 5'-I" D 25 29 33 34 4'-10' D 25 30 33 35 12 GSteel C L18 15'-7" E 29 30 33 35 15'-0" E 29 30 33 35 14'-S" E 29 29 33 34 13'-7" Fl 29 29 32 34 12'-9" Fl 30 28 32 33 12'•2" Fl 30 28 31 33 11'-6" Fl 30 28 31 32 11'-0" Fl 30 28 31 33 10'•6" Fl 31 29 32 33 10.1" F3 31 29 32 34 9'-8" Fl 31 29 33 34 9'-0" Fl 31 30 33 35 Double l6GSteeIC L38, L8 18'-10" Fl 31 31 35. 37 18'-0" Fl 31 31 35 37 17'-9" Fl 31 31 34 36 16'-lD, Fl 32 30 34 36 16'-0" FI 32 30 33 '35 15'-3" FI 32 30 33 35 14'-7" F2 33 29 33 34 14'-0" F2 33 29 32 34 13'-6" F2 33 29- 32 34 13'-0" F2 34 29 '32 ;4 12'-6" - F2 34 29 33 34 12'-2" F2 34 30 33 35 Double l4GSteel C 118, L8 21'-6" Fl 32 32 36 38 20-11" Fl 32 '32 36 38 20-4" Fl 33 32 35 38 19'-0" F2 33 32 35 37 18'-5" F2 34 31 35 37 17'-8" F2 34 31 34 36 17'-0" F2- 34 31 34 36 16'-5" F2 35 30 34 36 15'-10" F3 35 30 33 35 IS' -0" F3 35 30 33• 35 14'-10' F3 36 30 33 35 14'-5" F3 36 -30 33 35 Double 12 G Steel C . L18 L8 24'-8" F2 34 34 37 39 24'-3" F2 34 33 37 39 23'-10' F2 34 33 37 39 23'-1" F3 35 33 37 39 22'-S",- F3 36 33 36 38 21'•10' F3 36 33 36 38 21'-0" F4 37 32 36 38 20-7" F4 38 32 36 38 19'-11" F4 38 32 35 37 19'•4" F4 38 32 35 37 38'•9" F4 39 31 35 37 18'-3" FS 39 31 35 37 Grnund Snnw I nad- n ncf I ivp 1 nad- 2A ncf . Rnnf npciwn Lnad 20 ncf Wind Snppd- 115 MPH EXPOSURE R Spicmic Scc 1500A SpiSmic DPSipn Catppnry n Structurpc arp Attachpd to FYIStina RtlildinL7 - Meader Table 2.51 - Detail trib - 3' Min Pot T cubic footing "d" Constrained Uplift Footing (In) trib -.. Footing Max Post Length In 8' 12' IS' 3.5' . - cubic footing "d" Constrained Min Uplift Footing (In) Pot Footing Max Pol Length T In 8' 12' 15'° trib 4' Min Pot T - cubic footing "d" Constrained Uplift Footing (in) Footing Max Pot Length In 8' 12' 15' ' trib 4.5' cubic footing "d' Constrained Min Uplift Footing (in) Pot Footing Max Pot Length T In 8' 12' 15' trib S' - cubic footing "d" Constrained Min Uplift Footing fin) " Post Footing Max Post length T In 8' 12' 15' - trib S.5' Min Pmt T cubic footing "d" Constrained Uplift Footing (in) Footing Max Pmt Length In 8' 12' 35' trib 6' - cubic footing "d" Constrained Min Uplift Footing fin) Pot Footing Max Pot Length 'T In 8' 12' 15' trib 6.5' cubic footing "d" Constrained Min Uplift Footing (In) Mb Pot Footing Max Pot Length T In 8' 12' IS' •- T cubic footing "d" Constrained Min Uplift Footing (in) Post Footing Max Pmt Length T In 8' 12' IS' trib 7.5' cubic footing 'd' Constrained Min Uplift Footing (in) ., Pot Footing Max Pont Length T in 8' 12' 35' Mb Min Pot 8' T cubic footing "d" Constrained Uplift Footing (In) Footing Max Pot Length In 8'• - 12' S' Mb 8.5' Min Pot T cubic footing "d' Constrained Uplift Footing (In) Footing Max Pot Length in 8' 12' 15' On Slab On Slab Il' -10' Al 10-2" Al 8'•11" Al 7'•11" Al 7'-1" Al 6'-$" At 5'-11" Al 5'-5" Al 5'-1" Al 4'-9" Al - 4'-5" AI 4'-2" Al 0.042°.3'x8" - LI 30'-5" Al 16 17. 19 21 9'-0" Al 16 18 20 21 8'48" Al 17 19 21 - 22 8'-1" Al 17 - 19 21 - 23 7'-7" Al 17 20 22 23 7'-2" A2 . 17 20 23 24 6'-11" A2 - 17 21 23 24 6'4" A2 18 21 24 25 6'-1" . A2 18 22 24' 25 5'4" A2 18 22 24 26 5'-6" A2 18 22 25 26 5'-3" A2 18 23 25 27 Double 3°x8° Ll, L32 15'•5" A2 - 18 17 19 21 14'-3" A2 19 18 - 20 .21 13'-1" A2 19 19 21 22 12'-0" A2 19 19 21 23 11'-7" . B 20 20 22 23 13'-0" C 20 20 23 24 10-5" C 20 21 23 24 9'-11" C 20 21 24 25 9'-6" C 21 22 24 25 9'•2" C 21 22 ; 24 26 8'•9" C • 21 22 25 26 8'-S" C 21 23 25 27 Double 2"x6.625" L2, L32 13'-9" A2 18 17 19 21 12'-8" A2 18 18 20 21 11'•9" . A2 18 19 21 22 11'-0" A2 19 19 21 23 10'-5" A2 19 20 22 23 9' -Il" A2 19 20 23 24 9'-5" . A2 19 21 23 24 9'-0" B 20 21 24 25 8'$" C 20 22 24 a. 25 8'-0" C 20 22 24 26 8'-0" C 20 22 25 26 7'-8" C 20 23 25 27 16 G Steel C L38 18'-9" A2 19 18 20 • 21 16'-11" 8 20 IB 20 21 . IS' -3" C 20 19 21 22 14'-1" C 20 19 21 23 13'-1" - C 20 20 22 23 12'-3" C 21 20 23 24 11'-2" C 21 21 23 24 10-5" C 21 21 24 25 9'-8" C 21 22 24 25 9'-1" C 21 22 24 26 B'-5" C 21 22 25 26 7'•11" C 21 23 25 27 14 G Steel C L38 22'-2" C 21 19 21 22 20-2" C 21 19 21 22 18'-2" C 21 19 21 22 16'-11" C 22 19 21 23 15'-9" C 22 20 22 23 14'-30" D 22 20 23 24 13'-10" D 22 21 23 24 13'-1" D 22 21 24 25 32'-5" D 22 22 24 25 11'-10' D 23 22 24 26 11'4" D 23 22 25 26 101-9" 0 - 23 23 - 25 27 12 G Steel C L38 28'-0" D 22 - 20 22 •. 23 26'-8" • D 23 20 22 24 25'-6" D 24 21 23 " 24 24'4Y" E 24 21 23 " 25 22'-7" E 25 21 24 25 21'-0" E 25 22 24 25 20-1" E 25 22 24 25 19'-2" E 25 22 24 26 18'-4" E 26 22 24 w 26 17'-6" E 26 22 25 26 36'-9" E 26 22 25 26 I6'-1" E 26 23 25 27 Double 16 G Steel L18,L8 297-2" _D2 3 20 -22 23 27'-9" D 23 20 23 24 26'-6" E 24 21 23 25 25'-6" E 25 21 24 25 24'41" E 25 22 24 26 23'•11" 'E '26 22 25 26 23'-3" E 26 22 25 26 22'-6" F1 27 23 25 27 21'-B" Fl 27 23 25 27 201-11" Fl 27 23 26 27 201•1" Fl 28 23 26 27 19'-S" Fl 28 23 26 28 Double 14 G Steel C L38, LB 31'•1" D 23 20 22 ..' 24 29'-7" D 24 21- 23 24 28'-4" E 25 21 24 25 27"-3" E 25 22 24 26 26'1" E 26 22 25 26 25'-6" E 26 23 25 26 24'-9" Fl 27 23 25 27 24'-2" FI 27 23 26 27 23'-7" Fl 28 23 26 28 23'-0" FI 28 24 26 28 22'8' F1 29 24 27 . 28 22'-1" Fl . 29 24 27 28 Double 12 G Steell L38 LB 35'-4" E 24 21 23 25 33'-7" E 25 22 24 25 32'-2" E 26 22 24 26 30'-11" E 26 22 25 26 29'•11" FI 27 23 25 27 29'-0" Fl 28 23 26 27 28'-2" Fl 28 24 26 28 2T-5" FI 29 24 27 28 26'-9" FI 29 24 27 28 26'-2" FI 29 25 27 29 25'-8" F2 30 25 27 29 25'-1" F2 30 25 28 -29 • Header c Detail trib- 9' Min Uplift f Footing (In) ; - trib - Post Footing Max Post Length T In 8' 12' 15' 9.5' Min -- Uplift Footing (in) `= Post Footing Max Post Length T In 8' 12' 15' Mb -+. Min.. Uplift --� Footing (in) Post Footing Max Post Length 1U T In 8' ' 12' 15' - trill, 11' Min -_ Uplift .- Footing (in) ., trlb _ Min • Uplift Footing (In) • Mb Min Uplift Footing (in) trib -Min Uplift Footing (in) Post Footing Max Post Length - Port Footing Max Post Length �` .�= Post - Footing Max Post Length ;�,.r,.= Post Footing � Max Post Length T In 8' 12' 15'12' T In 8' 12' • 15' 13' T In 8' 12' 1S' 14' T In 8' 12' 1S' Mb Mln Uplift Footing (in) Mb Min Uplift Footing (in) Mb •�. _�. Post _ Footing Max Post Length " . Pmt Footing Max Post Length 15' T In 8' 12' 35' 16' T In �' 8' "12'. 25' -,1T •- Min Uplift Footing (in) Post Footing. Max Post Length T - in - 8' - 12' IS' - Mb Min Uplift Footing (1n1 � Pmt Footing Max Post Length 18' -•V In 8' 12' 35' Mb 19' Min Uplift Footing (In) Pmt Footing Max Post Length T In 8' 12' 15' On Slab 'On Slab 3'-11" Al 3'•9" Al 3'-6" Al T-2" Al T-11" Al 2'-8" Al 2'-V A3 2'4" Al 2'-2" Al 2'-1'. Al 1'-11" Al 1'-10" Al 0.042'.3'.8' LI 5'-1" A2 18 23 26 27 4'-10' A2 18 23 26 - 28 4'41" A2 18 24 26 28 4'4" A2 18 24 27 .29 4'-0" A2 19 25 28 29 3'-9" A2 19 25 28 30 T-7". A2 19 26 29 30 3'4" A2 19 26 29 31 3'•2" A2 19 27 30 31 3'-0" A2 19 27 30 32 2'-10' A2 19 28 31 32 2'-9" A2 19 28 31 33 Double 3'x8° 11,112 8'-2" C 21 24 26 28 7'-11" C 21 24 26 28 7'-7" C 22 24 26 28 7'-2" C 22 24 27 29 6'-9" D 22 25 28 29 6'-5" D 22 25 28 30 6'•1" 0 22 26 29 30 5'-9" 0 23 26 29 31 5%6" D 23 27 30 31 5'-3"'- D 23 27 30 32 S'-1" D- 23 28 31 32 4'-10' D 23 28 31 33 Double 2"x6.625° L2, L12 T.5" C 21 23 26 27 7'-3" C 21 s " 23 26 28 T -O" C 21 24 26 28 6'-7" C 21 24 27 29 6'-3" C 21 25 28 29 5'-11" C 22 25 28 -_30 5'-8" - 0 22 26 29 30 5%5" D 22 26 29 31 5'-2" D 22 27 30 31 5'-0" D 22 27 30 - 32 4'-9" D 22 28 31 32 4'-7" D 23 28 31 33 16 G Steel L38 7'4" C 21 23 26 27 7'-2" C 21 23 26 28 6'•9" C 21 24 26 28 6'-2" C 21 24 27 29 5'•7" C 21 25 28 29 5'-2" C 21 25 28 30 4'-30" C 21 26 29 30 4'-6" C 21 26 29-. 31 4'•3" C 21 27 30 31 W -O" C 21 27 30 32 3'-9" C 21 - 28 31 32 3'-7" C 21 28 31 33 14 G Steel C LIB 101•2" 0 23 25 28 30 T-8" D 23 25 28 29 9'-1" D 23 25 27 29 8'-0" D 23 24 27 29 T-7" D 23 25 28 29 1 7'-1" D 23 25 28 30 1 6'-6" D 23 26 29 30 6'-1" 0 23 26 29 31 5'3" D 23 27 30 31 5'-5" D 23 27 30 32 5'-1" D 23 28 31 32 4'-10' D 23 28 31 33 12 GSteeIC LIB 15'-7" E 26 28 31 33 15'8' E 27 28 31 33 14'•5" E 27 28 31 32 13'•7" Fl 27 27 30 32 12'•9" Fl 27 27 30 31 12'-2" Fl 27 26 29 31 11'-6" F1 28 26 29 31 11'-0" Fl 28 26 29 31 10'•6" Fl 28 27 30 31 10'-1" Fl 28 27 30 32 9'-8" Fl 28 28 31 32 9'-0" Fl 29 28 31 33 Double l6 G SteelC I1B,l8 18'-10" Fl 28 29 33 35 18'-0" Fl 28 29 32 34 17'•9" Fl 29 29 32 34 IB -10' F1 29 29 32 34 36'-0" Fl 29 28 31 33 15'-3" Fl 30 28 31 33 14'-7" F2 30 28 31 32 14'-0" F2 30 27 30 32 13'-6" F2 30 27 30 32 13'-0" F2 31 27 30 32 12'-6" F2 31 28 31 32 12'-2" F2 31 28 31 33 Double l4G Steell L38, L8 21'-6" FI 29 30 34 36 20.11" Fl 30 30 34 35 20'-0" Fl 30 30 33 35 19'-0" F2 30 30 33 35 18'-5" F2 31 29 32 34 17'-8" F2" 31 29 32 34 17'4" F2 31 29 32 -34 16'-5" F2 32 28 32 33 15'-10' F3 32 28 31 33 15'-0" F3 32 28 31 33 14'-10" F3 33 28 31 33 14'-5" F3 33 28 31 33 Double 12 G Steel C 118 L8 - 24'-8" F2 31 - 32 35 37 24'-3" F2 31 31 35 37 23'•10' F2 31 31 35 37 23'-1" F3 32 31 34 36 22'-5" F3 33 31 34 -3346 21'•10' f3 33 31 34 36 21'-0" F4 34 30 34 36 20-7" F4 34 30 33 - 35 19'-11" F4 - 35 30 33 35 19'•4" Fd 35 30 33 35 IB'- " 35 29 33 35 18'-3" FS 36 29 32 34 Amerimax Exterior Home Products Carl Putnam, P. E. 28921 US Hwy 74 3441 Ivylink Place Romoland, CA 92585 Lynchburg, VA 24503 (434)384-2514 carloutnam ancomcast.net Amerimax Standard Plan (2016 CBC) 1/31/2017 F x T SERVIGES PERMIT # pEVE► OPMEIR N COPE C4 DATE . Page 12 of 83 May 31 2017 2" t=0,024'; 0.032' or, °D. 0.040°co _ L1 HEADER L2 RAFTER & SIDEPLATES (3004-H34 ALUM. ALLOY) (3004-H34 ALUM.. ALLOY) FOUR #E SEE TABLE BELOW FOR *4'\ff SCHEDULE BRACKET USED W\2' X 6 1/2' RAFTERS LATTICE TUBES L3 1.5'x1.5' @3' o/c 2'x2' @4' o/c 3'x3' @6' o/c DETAIL L4 .018' MIN 2'X3' @5' o/c LATTICE 3105 H24 ALUM ALLOY 3 J rn L4 POST/RAFTER/LATTICE TUBE (3004-H34 ALUM. ALLOY) RAFTER TO HEADER. 17 8' CONNECTION BRACKETS 6063T6 ,ALUM ALLOY t=0,060' L9 BRACKET USED W/ 3'x8' AND .3'x3' RAFTERS DOUBLE HEADERS USE ` ONE BRACKET. PER HEADER 3' x 3' METAL POST ' DETAIL L25 SEE GENERAL NOTE #19 AND EIGHT 1114 SMS LATTICE NOTE #3 L13 UNITS MUST COMPY WITH O O TWO 3/8'x5' EMBEDMENT TABLES L1 AND L2 ON SHEET O O LAG SCREW W/ 1'0, ONE M5 ON EACH SIDE OF POST. MAX WIND SPEED IS 150 Mph PAI�7ACH]EC UGLAS FIR EXPOSURE C MBER FLOOR ST OR HEADER STRUCTURE POST TO DECK FLOOR JOIST Amerimax Standard Plan (2016 CBC) 1/31/2017 CONTINUOUS 2"x6" OR 2x8" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) AT SPLICE LOCATION COVER W/ 0.019" ALUMINUM 114' LAG SCREW OR #14 SCREW W/ 2,5' EMBED INT❑ WOOD _ STUD ''SEE TABLE 7.5 COLUMN ANC4 FOR QUANTITY EXISTING 2- �14 X 1'SCREYIf� EAC SIDE L10 ALTERNATE RAFTER TO WALL CONN. SIX 1/4' LAG SCREWS OR #14 SCREWS W/ 2,5' OF PENETRATION INTO WALL STUD W/ MIN SG = 0.5 SEE TABLE 7,6 FOR L= 1.92• FOR 2• X 6 1/2• RAFTERS REQUIRED FASTENERS L= 2.92' FOR 3• X 8' RAFTERS COUNTY OPIF.L?.A4'h'�E=ERVICES eq 00 TWO #8 SMS EACH SIDE �T E�lQE�t t. THREE #8 SMS EACH SIDE �� jDE ��t�NW'..-41 E.Y FOR 160 MPH WIND AREAS 1 0� AND 3X8 RAFTERS IN 25 y w� :'y PSF GROUND SNOW LOADS ---_—_--� 1 1/2' FOR 2 X RAFTERS 2 3/4' FOR 3 X RAFTERS (6063-T5 ALUM. ALLOY, 't'= 0.0781 L7 RAFTER HANGER #8 SCREWS W116" 0 WASHERS SCREWS 4" LONGER THAN LATTICE HEIGHT OL6 LATTICE TO RAFTER CONN, LATTICE LUM. RAFTER r_ AC SIDE ALUM. RAFTER RAFTER HANGER (DETAIL . L7) STUD - 2.5' 1° MIN 3' x s• ALUM _ RAFTER BRACKET DETAIL L7 Or3,00 0,72 [-5 . 70.72 -� 0,93 �- 0,72 • 0,931,56 3,00 --�FO. 28 � . 7 �- • 0.72 -0.17 t = 0.030' ALUM = 0,040' ALUM = '0,041' STEEL L11 3" ALTERNATE POST (3105 H25 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) �— 3' X 8ALUM HEADER POST ALTERNATIVE FOR L15 SLAB ATTACHMENT ONLY SEE GENERAL- \-#14 SHEET METAL SCREW NOTE #23 MAXIMUM WIND CONDITION IS 150 MPH EXPOSURE -C Page 30 of 83 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 N❑N-SPLICE O ` ATTACHMENT L8 Allow able Trib Width Wind No. of #8 Screw s Speed t (in) Header 2 3 4 5 115 rrph 0.040 Double 2x6 11' 17' 20' 6cp C 0.042 0.042"x3"x8" 6' 9' 12' 15' 0.042 Double 3x8 12' 18' 20' 160nph 0.040 Double 2x6 7' 10' '14' 1T 6cp C 0.042 0.042"x3"x8" 4' 5' 7' 9' 0.042 Double 3x8 7' 11' 14' 18' #14 Screws 180 nph 0.040 Double 2x6 T- 11' 14' 18' Exp C 0.042 0.042'x3"x8" 4' 6' 8' 9' 0.042 Double 3x8 8' 11' 15' 19' 160 rrph 16G min 8" Steel C 12' 18' 20' 6cp C 16G mn Double Steel C 20' 180 mph 16G nin 8" Steel C , 9' 14' 19' 20' Exp C I 16G min I Double Steel C 19' 1 20' DOUBLE HEADERS USE ` ONE BRACKET. PER HEADER 3' x 3' METAL POST ' DETAIL L25 SEE GENERAL NOTE #19 AND EIGHT 1114 SMS LATTICE NOTE #3 L13 UNITS MUST COMPY WITH O O TWO 3/8'x5' EMBEDMENT TABLES L1 AND L2 ON SHEET O O LAG SCREW W/ 1'0, ONE M5 ON EACH SIDE OF POST. MAX WIND SPEED IS 150 Mph PAI�7ACH]EC UGLAS FIR EXPOSURE C MBER FLOOR ST OR HEADER STRUCTURE POST TO DECK FLOOR JOIST Amerimax Standard Plan (2016 CBC) 1/31/2017 CONTINUOUS 2"x6" OR 2x8" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) AT SPLICE LOCATION COVER W/ 0.019" ALUMINUM 114' LAG SCREW OR #14 SCREW W/ 2,5' EMBED INT❑ WOOD _ STUD ''SEE TABLE 7.5 COLUMN ANC4 FOR QUANTITY EXISTING 2- �14 X 1'SCREYIf� EAC SIDE L10 ALTERNATE RAFTER TO WALL CONN. SIX 1/4' LAG SCREWS OR #14 SCREWS W/ 2,5' OF PENETRATION INTO WALL STUD W/ MIN SG = 0.5 SEE TABLE 7,6 FOR L= 1.92• FOR 2• X 6 1/2• RAFTERS REQUIRED FASTENERS L= 2.92' FOR 3• X 8' RAFTERS COUNTY OPIF.L?.A4'h'�E=ERVICES eq 00 TWO #8 SMS EACH SIDE �T E�lQE�t t. THREE #8 SMS EACH SIDE �� jDE ��t�NW'..-41 E.Y FOR 160 MPH WIND AREAS 1 0� AND 3X8 RAFTERS IN 25 y w� :'y PSF GROUND SNOW LOADS ---_—_--� 1 1/2' FOR 2 X RAFTERS 2 3/4' FOR 3 X RAFTERS (6063-T5 ALUM. ALLOY, 't'= 0.0781 L7 RAFTER HANGER #8 SCREWS W116" 0 WASHERS SCREWS 4" LONGER THAN LATTICE HEIGHT OL6 LATTICE TO RAFTER CONN, LATTICE LUM. RAFTER r_ AC SIDE ALUM. RAFTER RAFTER HANGER (DETAIL . L7) STUD - 2.5' 1° MIN 3' x s• ALUM _ RAFTER BRACKET DETAIL L7 Or3,00 0,72 [-5 . 70.72 -� 0,93 �- 0,72 • 0,931,56 3,00 --�FO. 28 � . 7 �- • 0.72 -0.17 t = 0.030' ALUM = 0,040' ALUM = '0,041' STEEL L11 3" ALTERNATE POST (3105 H25 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) �— 3' X 8ALUM HEADER POST ALTERNATIVE FOR L15 SLAB ATTACHMENT ONLY SEE GENERAL- \-#14 SHEET METAL SCREW NOTE #23 MAXIMUM WIND CONDITION IS 150 MPH EXPOSURE -C Page 30 of 83 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 N❑N-SPLICE O ` ATTACHMENT L8 DOUBLE HEADER 0,040'X2'X6.625' OR 0.042'X3'XB' 0.041'x3'x: STEEL POS FOUR #14 EACH SIDE P` NOTEi SEE SHEET MISC5a OR MISC510 FOR MOMENT CONNECTION SPECS 819 /3 2019 Amerimax- US Hwy 74 1 s'T,q IV1L EXTERIOR HOME PRODUCTS Romoland,CA 92585 0 CAUFO� DRAWN er: TYPE: BEJ/CP May 31 2017 S` NTS Component Parts & Connection Details For Patio & Commercial Lattice Structures Engineer's Stamp aaT�'RL”: LT01 -2015 R :LT01-2015 SHEEr.1 of 4 Beam # of _. Type 1/4",b9l 'ATI; C'Beams "On Slab" 1 4; _ 16G Steel 3x8 4, 12G„Steel 3x8 ( 8 Double,12G�Steel 3x8, 4 81 DOUBLE HEADER 0,040'X2'X6.625' OR 0.042'X3'XB' 0.041'x3'x: STEEL POS FOUR #14 EACH SIDE P` NOTEi SEE SHEET MISC5a OR MISC510 FOR MOMENT CONNECTION SPECS 819 /3 2019 Amerimax- US Hwy 74 1 s'T,q IV1L EXTERIOR HOME PRODUCTS Romoland,CA 92585 0 CAUFO� DRAWN er: TYPE: BEJ/CP May 31 2017 S` NTS Component Parts & Connection Details For Patio & Commercial Lattice Structures Engineer's Stamp aaT�'RL”: LT01 -2015 R :LT01-2015 SHEEr.1 of 4 5.5" 1.575" 2.843" 2.25" .091--I 0.041x3'x3' STEEL POST 0. 3/8' BOLTS W/ 1' DIA, KAN A ASTM A653 GRADE 33 STEEL BRACKET x 3/32' THK. STL, WASHER EE #8x1.5" WOOD SCREWS INTO RAFTER 2X FASCIA TO 8' STEEL 'C' BEAM E BRACKET PER RAFTER SEE TABLE 7.4 COLUMN 'N' FOR QUANTITY RAFTER FOR #14 SELF DRILLING ETAIL "A1" ROOF COVERING ISAMAXIMUM SEE TABLE 7.4 OF 3 PSF HEAVIER ROOF COVERING SCREWS COLUMN SE 2X DF WOOD SHALL REQUIRE ADDITIONAL FASCIA ENGINEERING ANALYSIS 0.097" 2"x WOOD FRAMING ALTERNATE 3' SQ POST CONNECTOR DOUGLAS FIR -LARCH BRACKET (6063TC ALUM) SEE DETAIL #2 OR BTR 3'x8' 12 (t=0.105') OR 16 GAUGE (t=0.059') STEEL C BEAM BEAMAl ' WRAP, BOX l Fy= 50 KSI DETAIL LI 7.75" i O Q�P 12 and 16 GA 3'x8' STEEL C BE W/ 0,042'X3'X8' ALUM WRAP�� 1.0" IF DETAIL L29 IS NOT USED ATTACH Al OR A2 SEE GENERAL NOTE#23 HANGER - CENTERED ON POST 1 SIDE PLATES AS PER DETAIL L26 0.019" ALUM OR 0.035" or— SIZE @ 0.750" VINYL COVER 21'-1' 18'-10' o I ASTM A500 GRADE B STEEL 1/2' SEE GENERAL NOTE #9 FOR 3/8' BOLTS SEE TABLE 7.3 COLUMN 'H' Amedmax Standard Plan (2016 CBC) 1/31/2017 21'-1' L FASCIA FOR QUANTITY ALUMINUM 21'-1' FOR MAXIMUM SEE TABLE — OR #14 SELF DRILLING SCREWS RAFTER 20 ER FOR ER SEE �LE SCHEDULE ®RIGHT 9'-10' SEE TABLE 7.3 COLUMN 'G' 3.4' 1'-9 140 mph Exp C 2x6 FOR QUANTITY 12'-4' 12'-4' ALTERNATE EAVE ATTACHMENT 3'x8' 12 (t=0.105') OR 16 GAUGE (t=0.059') STEEL C BEAM BEAMAl ' WRAP, BOX l Fy= 50 KSI DETAIL LI 7.75" i O Q�P 12 and 16 GA 3'x8' STEEL C BE W/ 0,042'X3'X8' ALUM WRAP�� HEADER SPLICE DETAIL t)9 HEADER SPLICE MUST BE lu - CENTERED ON POST 3'-6' o 0 or— SIZE @ o 2x4 21'-1' 18'-10' o 31, 4', 5' OR 6' ASTM A500 GRADE B STEEL POST SEE GENERAL NOTE #9 FOR CORROSION PROTECTION Amedmax Standard Plan (2016 CBC) 1/31/2017 HEADER SPLICE DETAIL t)9 HEADER SPLICE MUST BE MAX DISTANCE TO FIRST ROW OF POSTS "L" - CENTERED ON POST 2- #14 SMS o 0 /EACH SIDE X HEADER SIZE 3- 8- o 2x4 21'-1' 18'-10' o 2- 2' X 6 1/2' SIDEPLATES 3'X 3' ON, CH SIDE OF POST j C0 UMN 21'-1' EXISTING DF FRAMED WALL 3.5' MIN 2.5' MIN PENETRATION INTO WOOD FRAMING W/ MIN SG = 0.5 SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 DETAIL "A2" Seat with permanently flexible & waterproof sealant CONTINUOUS 2"x6" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) AT SPLICE LOCATION 1.00'min, COVER W/ 0.019" ALUMINUM SEE GENERAL NOTE #23 1/4' Lag Screw ATTACH LATTICE COVER AS PER L7 Comptetely Seal permanently fie) waterproof seal 1,00'min. O STUCCO ATTAC L22 WITH LEDGER Synthetic Stucco or other non-structural covering (1' max. thick) - Sheathing - Page 31 of 83 STING RAFTER May 31 2017 Engineer's Stamp Live MAX DISTANCE TO FIRST ROW OF POSTS "L" Snow RAFTER EAVE OVERHANG SIZE 6" 1Y' 18" W. 30" 10 psf 2x4 21'-1' 18'-10' 10'-10' 6-6' T4 140 mph Exp C 2x6 21'-1' 21'-1' 21'-1' 21'-1' 15'-T 2x8 21'-1' 21'-1' 21'-1' 21'-1' 21'-1' 20 psf 20 174 9'-10' S'$ 3.4' 1'-9 140 mph Exp C 2x6 12'-4' 12'-4' 12'-4' 11'4 8'-2- 2x8 12'-4' 12'-4' 12'-4' 174 12'4' 25 psf 2x4 11'-9 94 64 Y-1' 1'-T 140 mph Exp C 2x8 11'-9' 11'-9' 11'-9' 10'-9 T-8' 2x8 11'-9 11'-9' 11'-9' 11'-9 11'-9' 30 psf 2x4 9'-10' T-8' 4'3' 2'3' 0'-10' 140 mph Exp C 2x6 9'-10' 9'-10' 9-10' 8'-8' 6-0' 2x8 9'-10' 9'-10' 9-10' 9'-10' 9-10' 36 psf 20 8'-Y 64' 3'4 V-7' 0'-4' 140 mph Exp C 2x6 8'-0' 8'4 8'-Y T-1' 4'-8' 2x8 8'4 8'-Y 8'-0' 8'-3' 8'-3' 42 psf 2x4 T-1' 5-3' 2'-' 1'-1' 014Y 140 mph Exp C 2x6 T-1' T-1' T-1' 6-9 3'-8' 2x8 T-1' T-1' T-1' T-1' T-1- - 50 psi 2x4 61-0' 4'4 2'-0' U-7' 0'-0' 140 mph Exp C 2x6 6'4 6-0' &-a 4'-6' 2'-8' 2x8 6'-0' 6-0' 6'-0` V-9 6'0 60 psf 2x4 5'-0' X-61 1'-0' 0'-2' 0'-0' 140 mph Exp C 2x6 51-0' U-0' 5'-0' 3'-6' 1'-10' 2x8 T -O 5'-0 5'-0' 5'-0' 5'4Y W �A,,merimax" 28921 US Hwy 74 EXTERIOR HOME PRODUCTS. ROmoland,CA 92585 LAIN BY1 TWE: - - BEJ/CP ALL Com onent Parts & Connection Details NTS For �otio & Commercial Lattice Structures ATE: RLEf: SHEET: LT02-2015 2 of 4 2" 2" FOUR #14 SMS EACH SIDE FOR 140 MPH EXP C SLAB ATTACHMENT AND UP TO d=26' UPLIFT FOOTING. 11> 0.024' OR 1/2 '0 GALVANIZED OR STAINLESS STEEL HILTI KWIK BOLT TZ CONCRETE .0.024" 0.024',r ANCHOR (ICC ESR 1917) W/ 2' EMBED L AND 1'0 WASHER OR EQUIVALENT ?9•. 'I 3»X 3„ 2„X 6.625„ L25 �.sti �9 POST I SIDEPLATES 6 5/8” SEE 3" 6 5/8 ALUM. FOOTING DETAIL' ALUMINUM BRACKET FOR CONNECTING I BRACKET L26 POST TO F❑❑TING OR 4' SLAB (6063-T6 ALUM ALLOY) SINGLE SPAN ATTACHED UNITS ONLY °o v, o I- 3" REQUIRES SIDEPLATES AS SHOWN IN °°° ^ » DETAIL L26 SLAB OR FOOT NG Z3'SQUARE COLUMN 3"x3" ALUMINUM RAFTER (3004-H34 ALUM. ALLOY) ALTERNATE+4;dE7 L24 2' x 6.5' SIDEPLATES L30 RAFTER WO #10 OR #14 SMS (3004-H34 ALUM, ALL❑Y)ATTACHMENT ATTICE HEADER Lattice or Solid Panels Alun. Bracket (t = 0.06 DETAIL L9 Lattice or Solid Panels #8 SMS 3' x 8' Header #1 (0.042') FOUR #14 SMS EACH SIDE FOR - EACH HEADER 3"x3" POST 0.04270"x8" HEADER Alun. 6" MIN r 3' x 8' Header I I (0.042') 2' x 6' Side Plate 2" MIN #14 I I 3' x B' F I I I I 3"x3" I 2x6.5" SIDEPI.F I I TOP MOUNT BRACKET T--'0.21" STEEL Fy = 33 ksi 8» BRACKET IS 1.094WIDE SMS _ 8" 2x8 LEDGER BOARD (Doug Fir) ALUM SEE GENERAL NOTE 123 RAFTER HANGER #14x1.5• screm TOP MOUNT #14x3.5' scrmre ;yylNG L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS MAXIMUM FOOTING SIZE IS d=26" Amerimax Standard Plan (2616 CBC) 1/31/2017 „ „ 4-8 #14' SMS 0.042"x3"x8" A EACH SIDE HEADER SEE' NOTE WIN LA 3'x8° HEADER CONNECTION SEE NOTE FOR DIMENSIONS 'A' AND 'B' L26 � MIN 2'X6' SIDEPLATES SEE NOTE FOR THICKNESS REQUIREMENTS FOUR- #14 SMS EACH SIDE, SPACED EVENLY NOTE: SEE SHEET MISC5a OR MISC516 FOR SPECS ON �5 MOMENT CONNECTION 4. L 5 WITH SIDEPLATES MAXIMUM UPLIFT FO❑TING FOR THIS DETAIL IS d=26' a�IGO�P O Live MAX "L" FOR TOP Load Wind Speed OR SIDE MOUNT (psi) and Exposure 16" olc 24"olc 10 - 130 mph Exp B 21'-e" 14'-s' 140 mph Exp B 20'-7" 131-8" STEEL 115 mph Exp C 21'-8" 14'-S' 130 mph Exp C 191-8" 13'411 g 140 mph Exp C IV -1" 11'-S' 20 140 mph Exp C 11'-4" 78" NOT ALLOWED IN SNOW LOAD'AREAS D L 2x W� SEE GENERAL NOTE #9 FOR ATTACH PER TABLE 7.5 1' MIN GAP BETWEEN LEDGER AND ROOF FOR DRAINAGE ALL HOUSE PENETRATIONS MUST BE COMPLETELY AND PERMANENTLY SEALED 0.125"x1.5"x1.5" STEEL (Fy=33 KSI) "L" BRACKET 2" SPACING L28 BETWEEN SCREWS EAVE 'ATTACHMENT EAVE OVERHANG AND 'L' MUST ALSO COMPLY CORROSION PROTECTION• EXISTING EAVE rWOOD FRAMING ALUM WITH DETAIL L17 LEDGER BOARD MAr I trt g\ONAL 14X1.5" SCREWS ,( s PLACES Q iOQl I SIDE 3/4 Page 32 of 83 C May 31 2017 Engineer's Stamp 3" D t : a.. .9 CONCRETE FOOTING L29 f d - FREESTANDING OR ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL Amerimax» 28921 USHwy74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 LAWN Or TYPE: BEJ/CP NTS Component Parts & Connection Details For Patio & Commercial Lattice Structures 7E: RLE #: SHEET: LT03-2015 3 of 4 SEE SHEET M8 FOR STEEL POST REQUIRED SLAB g FOR CONSTRAINED 3/8' x 9' STEEL. ��� FOOTINGS REBAR EMBEDDED AT 'B' DEPTH a v: d<33' B= 9' i B d < 38' B = 12' d < 46' B = 18' d d < 51' B = 24' 4 . . p' . .. d C May 31 2017 Engineer's Stamp 3" D t : a.. .9 CONCRETE FOOTING L29 f d - FREESTANDING OR ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL Amerimax» 28921 USHwy74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 LAWN Or TYPE: BEJ/CP NTS Component Parts & Connection Details For Patio & Commercial Lattice Structures 7E: RLE #: SHEET: LT03-2015 3 of 4 ■o —ALUMINUM OUNDERHUNG DOUBLE RAFTERS STUB POST nnAn• -1 ALUM �wrrrn i RAFTER DOUBLE RAFTER L32 DOUBLE RAFTERS 2"X6.625" ALUM RAFTERS USE ONE #14 SMS UP TO 115 MPH EXP C WO #14 SMS UP TO 180 MPH EXP C I" RAFTERS USE TWO #14 SMS UP TO 30 MPH EXP C THREE #14 SMS UP TO 180 MPH EXP C ;CREWS REQUIREMENTS ARE PER RAFTER .� TERS USE 1 SCREW FOR 10 PSF AND 115 MPH EXP C -2 SCREWS FOR 60 PSF AND 180 MPH EXP C 3'X8' RAFTERS USE 2 SCREWS FOR 10 PSF AND 170 MPH EXP C 3 SCREWS FOR 60 PSF AND 180 MPH EXP C v� w 33� CRIPPLE RESISTANT CONNECTION FOR RAFTERS M RAFTER DOUBLE RAFTERS USING THIS DETAIL MAY BE DETAIL L1 OR L2 SPACED AS PER TABLES 1,13-1,20 OR SINGLE RAFTERS MAY USE HALF OF THAT SPACING RAFTER HANGING (ex: 48" FOR DOUBLE, 24" - BRACKET DETAIL L7 (2) #8 SCREWS FOR ALL MATCH RAFTER SCREWS WOOD FRAMING SG=0.5 MIN A., I' MIYI 2.25' MI - r f LOADS UP T 42 PSF (4) #8 SCREWS FOR 42 'r GROUND SNOW LOAD -3X8 HEADER SECTIONED VIEW Amerimax Standard Plan (2016 CBC) 1/31/2017 RAFTER MOUNTING BRACKET ATTACHED AS PER DETAIL L9 SEE GENERAL NOTE #23 FOR WEATHER PROTECTION MAY NOT ATTACH HEADER 1/4' LAG SCREWS OVER WINDOW OR OTHER (SIX PLACES) WALL OPENING ATTACHMENT 3'x8' ALUM RAFTERS INSIDE LL_l BRACKET DETAIL L7 0 HEADERS U 3°X8' ALUM � (HEADER RIBUTARY #14 SELF -DRILLING TRIB AREA V) SCREW (SIX PLACES) WIDTH - 1 \ IIW L EIIIAI I POST SPACING � I F L34 0 X LLJ DETAIL L29 or M5 MAX TRIBUTARY AREA 79 SQ. FT FOR 10 PSF HEADER ATTACHMENT 41 SQ FT FOR 20 PSF TO WALL 47 SQ FT FOR 25 PSF GSLw 40 SQ FT FOR 30 PSF GSLw wGR❑UND SNOW LOAD CHECK -POST SPACING FOR R IN TABLES . - f--1JJL1'IDLLJJ V ILW -r ,y, 11 Page 33 of 83 May 31 2017 Engineer s Stamp SECTION 4.0 SOLID COVER INSTRUCTIONS AND POST TABLES 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 20 PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 4.1 OR CALCULATE_ FROM TRIBUTARY DIAGRAM ON SCO2 PAGE 2 OF 2 6. LOCATE HEADER TABLE IN SECTION 5.0 W/ CORRECT PARAMETERS a. GROUND SNOW LOAD, SEE GEN NOTE #3 b. LIVE LOAD, SEE #3 ABOVE c. WIND SPEED, SEE GEN NOTE #3 d. EXPOSURE, SEE GEN NOTE #3 e. SEISMIC, SEE GEN NOTE #3 , f. ATTACHED OR FREESTANDING g. a -e ARE SET BY YOUR LOCAL BUILDING AUTHORITY 7. CHOOSE A HEADER FROM TABLES IN SECTION 5.0 THAT HAS ADEQUATE POST SPACING 8. DETERMINE FOOTING SIZE USE THE UPLIFT FOOTING IF BOTH OF THESE CONDITIONS ARE MET. a. STRUCTURE IS ATTACHED TO AN EXISTING STRUCTURE b. PROJECTION IS EQUAL OR SHORTER THAN THE WIDTH (SEE SHEET SCOL) C. GO TO #9a IF EITHER a OR b ARE NOT TRUE THEN: a. CHOOSE CONSTRAINED FOOTING SIZE BASED ON THE 3 CHOICES OF POST HEIGHT b. USE THE LARGER OF THE UPLIFT OR CONSTRAINED FOOTING SIZE c. CONSTRAINED FOOTINGS MUST USE DETAIL N29, AQ OR M5 d. GO TO 9b 9. DETERMINE POST TYPE a. IF BOTH 8a AND 8b ARE TRUE THEN USE POST SHOWN IN TABLE UNDER "MIN POST TYPE" CROSS REFERENCE LETTER CODE W/ TABLE 4.2 IF THIS POST'S MAX HEIGHT IS TOO SHORT, UPGRADE THE POST. • r b. IF EITHER Ba OR 8b ARE NOT TRUE THEN: DETERMINE POST TYPE FROM CROSS REFERENCING THE UPLIFT FOOTING AND CONSTRAINED FOOTING ON TABLE 4.3 example: A 40" UPLIFT FOOTING AND A 20" CONSTRAINED FOOTING ARE REQUIRED. POST TYPE "Fl" IS REQUIRED. TABLE 4.2 SHOWS POST TYPE "Fl" TO BE A 0.041"X3"X3" STEEL CLOVER POST WITH A MAX HEIGHT OF 11'. 10. IF STRUCTURE IS ATTACHED FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 11. USE THE APPROPRIATE DETAILS (N1 -N35 or A -BM) FOR PATIO SLABS FOLLOW 1-7 FROM ABOVE THEN SLAB 7. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 8. BOTH 8a AND 8b MUST BE TRUE SLAB 9. FOLLOW 9a FROM ABOVE SLAB 10. FOLLOW 10 AND 11 FROM ABOVE SLAB 11. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREM INSTEAD OF SECTION 5.0 8 9 Amerimax Standard Plan (2016 CBC) 1/31/2017 May 31 2017 TABLE 4.3 Table 4.2 Post Description Max POS Hgt Type Detail TABLE 4.1 TRIBUTARY VADTHS FOR SINGLE SPAN ATTACHED STRUCTURES 10' Al A 0.042"x3"x8" Aluminum Post OVER- A2 N30 0.024"x3"x3"Post with Sideplates PROJECTION OF SINGLE SPAN STRUCTURES (FT) B N16,BK Clover 0.030"x3"x3" Alum 11' 1 C N11, AH HANG 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' ' 17' 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 2' n/a n/a n/a 5.5' 6' 6.5' T 7.5' 8' 8.5' '9' 9.5' 10' 10.5' 11' 11.5' 12' 3' n/a n/a n/a n/a n/a n/a n/a 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 4' n/a n/a n/a n/a n/a Na n/a Na n/a n/a n/a 10.5' 11' 11.5' 12' 12.5' 13' 5' 1 n/a n/a n/a n/a n/a n/a n/a Na n/a Na n/a n/a n/a n/a n/a 13' 13.5' TABLE 4.3 Table 4.2 Post Description Max POS Hgt Type Detail Twin 0.060"x1.5"x1.5" Scroll 10' Al A 0.042"x3"x8" Aluminum Post 12' A2 N30 0.024"x3"x3"Post with Sideplates 10' B N16,BK Clover 0.030"x3"x3" Alum 11' 1 C N11, AH Clover 0.040"x3"0" Alum 11' D N11, AH Colonial 0.062" Extruded 11' E AE 0.041"x3"0" Steel Clove 11' Fl N11, AH 0.041"x3"x3" Steel Clove 10' F2 N11, AH 0.041"x3"x3" Steel Clove 9' F3 N11, AH 0.041"0"x3" Steel Clove 8' F4 N11, AH 0.041"x3"x3" Steel Clove 7' F5 N11, AH 1/8"x3"x3" Steel Square 12' G1 N17, AG 1/8"0"x3" Steel Square 10' G2 N17, AG 3/16"x3"x3" Steel Square 12' H1 N17, AG 3/16"x3"x3" Steel Square 30' H2 N17, AG 3/16"x4"x4" Steel Square 15' 11 N17, AG 3/16"x4"x4" Steel Square12' Fl 12 N17, AG 3/16"x5"x5"Steel Square 757 J1 N17, A$3 3/16"x6"6" Steel Square 15' Kl N17 :r � o 0'g Uplift d(in) Constrained d (in) 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 47 48 49 14 Fl Fl Fl Fl Fl Fl Fl Fl G1 G1 G1 G1 G1 G1 G1 G1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Ki0 Kl KI.. Kl Kl 15 Fl Fl Fl Fl Fl Fl Fl Fl G1 G1 G1 GI G1 G1 G1 G1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl Kl Kl Kl 16 F1 Fl Fl Fl Fl Fl Fl Fl G1 G1 Gl G1 G1 Gl G1 G1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 KI KI KI Kl Kl 17 Fl Fl Fl Fl Fl Fl Fl Fl GI G1 Gl G1 G1 G1 G1 G2 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl KI Kl Kl 18 Fl Fl Fl Fl Fl Fl Fl Fl Gl G1 G1 G1 G1 G1 G1 G2 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl KI Kl Kl 19 Fl Fl Fl Fl Fl FI Fl Fl Gl G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 1-12 H2 H2 H2 12 12 12 12 12 Kl Kl KI Kl Kl 20 Fl Fl Fl Fl Fl Fl Fl Fl Gl G1 G1 G1 G1 G1 G1 H1 Hl' H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl Kl Kl Kl 21 Fl Fl Fl Fl Fl Fl Fl Fl GI G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 . H2 H2 H2 •: H2 12 12 12 12 12 Kl Kl Kl Kl Kl 22 Fl Fl Fl Fl Fl Fl Fl F2 Gl G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl KI Ki Kl Kl 23 F1 Fl Fl Fl Fl Fl Fl F2 G1 G1 G1 G1 G1 Gl G1 -H1 H1 H1 H2 H2 H2 H2 H2 , H2 12 12 12 12 12 K1 Ki Ki K1 Kl 24 Fl Fl Fl Fl Fl Fl Fl F3 G1 G1 G1 G1 G1 Gl G1 H1 H1 Hl H2 H2 H2 H2 H2 * H2 12 12 12 12 12 Kl Kl Kl Kl KI 25 Fl Fl Fl Fl Fl Fl Fl F4 G1 G1 G1 G1' G1 Gl G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 KI Kl Kl Kl Kl 26 Fl Fl Fl Fl Fl Fl Fl F5 Gl G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl KI Kl K1 27 Fl Fl Fl Fl FI F1 Fl F5 Gl G1 G1 G1 G1 G1 G1; H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl KI Kl 0 28 Fl Fl Fl F1 Fl Fl Fl ' G1 Gl G1 G1 G1 G1 G1 G1 . H1 H1 H1 H2 H2 H2 ' H2 H2 H2 12 12 12 12 12 KI Kl Kl Kl 0 29 Fl Fl F1 F1 Fl Fl F2 G1 GI G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 1-12. H2 H2 H2 H2 12 12 12 12 12 Kl Kl Kl K1 0 30 Fl Fl Fl Fl Fl Fl F3 G1 G1 G1 G1 G1 G1 Gl 'G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Kl Kl KI Kl 0 31 Fl Fl Fl Fl Fl Fl F3 G1 G1 Gl G1 GI G1 Gl G2 H1 H1 H1 H2 H2 H2 . H2 H2 11 12 12 12 12 12 Kl Kl Kl Kl 0 32 Fl Fl Fl Fl Fl F2 F4 G1 G1 G1 G1 G1 G1 • Gl G2 H1 H1 H2 H2 H2 H2 H2 H2 11 12 12 12 12 • 12 Kl Kl Kl K1 0 33 Fl Fl Fl Fl Fl F2 F4 'G1 G1 G1 G1 G1 G1 Gl •G2 H1 H1 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 KI Kl Kl KI 0 34 Fl Fl Fl Fl Fl F3 F5 GI G1 G1 Gl G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 Kl KI KI Kl 0 35 Fl Fl Fl Fl F2 F3 G1 Gl G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 12 Kl KI Kl Kl 0 36 Fl Fl Fl Fl F2 F4 G1 G1 Gl G1 G1 G1 G1 G2 H1 H1 HI H2 H2 H2 H2 H2 H2 12 12 12 12 12 12 KI Kl Kl Kl 0 37 Fl Fl Fl F2 F3 F4 G1 G1 Gl G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12. 12 Jl Kl KI Kl Kl 0 38 Fl Fl Fl F2 F3 F5 G1 G1 Gl G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Jl Kl KI Kl Kl 0 39 Fl Fl F2 F3 F4 FS G1 G1 Gl G1 G1 •G1 G1 G2 H1 H1, H2 H2 H2 H2 H2 H2 H2 12 12 12 12 12 Jl Kl Kl Kl Kl 0 40 Fl F2 F2 F3 F4 Gl G1 G1 G1 G1 G1 G1 G2 G2 H1 H1 H2 H2 H2 H2 H2 .H2 11 12 12 12 12 12 Jl Kl Kl Kl Kl 0 41 F2 F2 F3 F3 F4 Gl G1 G1 G1 G1 Gl G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 Kl Kl Kl Kl KI 0 42 F2 F3 F3 F4 F5 Gl G1 G1 G1 G1 G1 G1 G2 H1 H1. H1 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 Kl Kl Kl Kl Kl 0 43 F3 F3 F3 F4 F5 Gl G1 G1 G1 G1 G1 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 Kl Kl Kl Kl Kl 0 44 F3 F3 F4 F5 G1 GI G1 G1 G1 G1 G1 G2 G2 H1 H1 H2 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 Kl Kl Kl Kl Kl 0 45 F3 F4 F4 F5 G1 Gl G1 G1. G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 Kl Kl Kl KI Kl 0 46 F4 F4 F5 G1 G1 Gl G1 G1 G1 G1 G2 G2 H1 Hl H1 H2 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 KI KI K1 Kl Kl 0 47 F4 F5 F5 G1 G1 Gl G1 G1 G1 G1 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 12 Kl KI Kl Kl Kl 0 48 F5 F5 G1 G1 G1 Gl G1 Gl G1 G2 G2 G2 H1 H1 H2 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 12 Kl Kl KI Kl Kl 0 49 F5 G1 G1 G1 G1 Gl G1 Gl G2 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 J1 Kl Kl Kl Kl 0 0 50 F5 G1 G1 G1 G1 G1 G1 Gl G2 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 H2 11 12 12 12 12 12 J1 Kl Kl Kl K3 0 0 51 G1 G1 G1 G1 G1 Gl G1 G2 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 H2 11 11 12 12 12 12 12 J1 Kl Kl Kl KI 0 0 52 G1 G1 G1 G1 G1 91 922 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 H2 Il 11 12 12 12 12 12 J1 Kl Kl Kl Kl 0 0 SECTION 4.0 SOLID COVER PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES /2.5" x6" Su er Six (Single Span Detail- N3, A 3.5"x12" Sul ier 12 (Single Span Detail D 9 F" v 19" Mark X /Ri-i. Q -i netail R 9"vR" Flat Panel (sinnle Rnnn) Detail N2 C Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C ps in 110 115 1 130 1 110 115 120 130 ps in 110 115 1 130 110 115 120 130 ps in 110 115 1 130 110 115 120 130 ps in 110 115 1 130 110 115 120 130 10 0.018 12'-1" 11'-9" 10' 8" 10'-8" 8'-4" 7'-11" 7'-4" 10 0.018 12'-5" 12'-0" 11'-1" 11'-1" 10'-10" 10'-7" 7'-3" 10 0.018 8'-2" 7'-10" 6'-11" 6'-11" 6'-7" 6'-4" 5'-10" 10 0.018 10'-8" 10'-4" 8'-5" 8'-5" 8'-3" 8'-0" 7'-6" LIVE 0.024 15'-5" 15'-0" 13'-4" 13' 4" 12'-9" 12'-2" 11'-3" LIVE 0.024 14'-2" 13'-9" 12'-9" 12'-9" 12'-5" 12'-2" 11'-5" LIVE 0.024 12'-2" 11'-11" 11'-1" 11'-1" 10'-8" 8'-4" 7'-8" LIVE 0.024 12'-11" 12' 8" 12'-1" 12'-1" 11'-10" 11'-8" 11'-0" 0.032 17'-0" 16'-8" 15'-10" 15'-10" 15'-7" 15'-4" 14'-3" 0.032 16'-7" 16'-2" 14'-11" 14'-11" 14'-7" 14'-3" 13'-5" 0.032 13'-4" 13'-1" 12'-5" 12'-5" 12'-3" 12'-0" 11'-6" 0.032 14'-2" 13'-11" 13'-3" 13'-3" 13'-0" 12'-10" 12'-4" 0.036 17'-8" 17'-4" 16'-5" 16'-5" 16'-2" 16'-0" 15'-4" 0.036 17'-9" 17'-3" 16'-0" 16'-0" 15'-7" 15'-3" 14'4" 1 1 0.036 13'-10" 13'-7" 12'-11" 12'-11" 12'-8" 12'-0" 12'-0" 0.040 15'-3" 14'-11" 14'-2" 14'-2" 14'-0" 13'-9" 13'-3" 20 0.018 9'-3" 9'-1" 8'-6" 8'-6" 8'-3" 7'-11" T-4" 20 0.018 8'-7" 8'-3" 7'-3" 7'-3" V-10" 6'-6" 6'-0" 20 0.018 7'-2" 7'-1" 6'-7" 6'-7" 6'-5" 6'-3" V-10" 20 0.018 8'-1" 8'-0" 7'-0" 7'-6" 7'-3" 7'-1" 6'-10" LIVE 0.024 12'-9" 12'-6" 12'-0" 12'-0" 11'-10" 11'-5" 11'-1" LIVE 0.024 11'-8" 11'-5" 11'-0" 11'-0" 10'-9" 10'-5" 9'-0" LIVE 0.024 9'-4" 9'-3" 8'-8" 8'-8" 8'-5" 8'-2" 7'-8" LIVE 0.024 11'-3" 11'-0" 10'-7" 10'-7" 10'-5" 9'-1" 8'-9" 0.032 14'-11" 14'-9" 14'-5" 14'-5" 14'-3" 13'-11" 13'-8" 0.032 13'-8" 13'-5" 12'-11" 12'-11 12'-8" 12'-3" 11'-10" 0.032 11'-8" 11'-6" 11'-3" 11'-3" 11'-1" 10'-10" 10'-8" 0.032 12'-6" 12'-4" 12'-0" 12'-0" 11'-10" 11'-7" 11'-4" 0.036 15'-6" 15' 4" 14'-11" 14'-11" 14'-9" 14'-5" 14'-2" 0.036 14'-7" 14'-4" 13'-10" 13'-10" 13'-7" 13'-1" 12'-8" 0.036 12'-2" 12'-0" 11'-8" 11'-8" 11'-7" 11'-4" 11'-1" 0.040 13'-5" 13'-3" 12'-11" 12'-11" 12'-9" 12'-0" 12'-3" 25 0.018 9'-3" 8'-11" 8'-5" 8'-5" 8'-2" 7'-11" 7'-4" 25 0.018 8'-3" 8'-0" 7'-1" 7'-1" 6'-8" 6'-6" 5'-10" 25 0.018 T-1" 6'-11" 6'-6" 6'-6" 6'4" 6'-3" V-10" 25 0.018 8'-0" 7'-10" 7'-5" 7'-5" 7'-2" 7'-1" 6'-9" 0.024 12'-9" 12'-0" 11'-10" 11'-10" 11'-7" 11'-5" 10'-11" 0.024 11'-5" 11'-5" 10'-9" 10'-9" 10'-7" 10'-5" 8'-11" 0.024 9'-3" 9'-1" 8'-6" 8'-6" 1 8'-3" 8'-2" 7'-8" 0.024 11'-0" 11'-0" 10'-5" 10'-5" 1 9'-2" 9'-1" 8'-7" 0.032 14'-11" 14'-9" 14'-3" 14'-3" 14'-1" 13'-11" 13'-6" 0.032 13'-5" 13'-5" 12'-8" 12'-8" 12'-5" 12'-3" 11'-8" 0.032 11'-6" 11'-6" 11'-1" 11'-1" 11'-0" 10'-10" 10'-6" 0.032 12'4" 12'4" 11'-10" 11'-10" 11'-9" 11'-7" 11'-3" 0.036 15'-6" 15'4" 14'-9" 14'-9" 14'-7" 14'-5" 14'-0" 0.036 14'4" 14'-4" 13'-7" 13'-7" 13'-4" 13'-1" 12'-0" 0.036 12'-0" 12'-0" 11'-7" 11'-7" 11'-5" 11'4" 10'-11" 0.040 13'-3" 13'-3" 12'-9" 12'-9" 12'-7" 12'-0" 12'-1" 30 0.018 8'-8" 8'-6" 8'-0" 8'-0" 7'-10" 7'-8" T-4" 30 0.018 7'-6" 7'-3" 6'-0" 6'-6" 6'-2" 5'-10" 5'-5" 30 0.018 6'-9" 6'-7" 6'-3" 6'-3" 6'-1" 5'-11" 5'-9" 30 0.018 7'-7" 7'-6" 7'-1" 7'-1" 6'-11" 6'-9" 6'-6" 0.024 11'-10" 11'-7" 11'-3" 11'-3" 11'-1" 10'-11" 10'-5" 0.024 10'-9" 10'-7" 9'-5" 9'-5" 9'-2" 8'-11" 8'-7" 0.024 8'-9" 8'-8" 8'-2" 8'-2" 8'-0" 7'-9" 7'-6" 0.024 10'-5" 9'-7" 9'-1" 9'-1" 8'40" 8'-7" 8'4" 0.032 14'-3" 14'-1" 13'-9" 13'-9" 13'-8" 13'-0" 13'-0" "0.032 12'-8" 12'-5" 12'-1" 12'-1" 11'-10" 11'-8" 11'-2" 0.032 11'-1" 11'-0" 10'-9" 10'-9" 10'-8" 10'-6" 9'-3" 0.032 11'-10" 11'-9" 11'-6" 11'-6" 11'-4" 11'-3" 10'-11" - 0.036 14'-9" 14'-7" 14'-4" 14'-4" 14'-2" 14'-0" 13'-8" 0.036 13'-7" 13'-4" 12'-11" 12'-11" 12'-8" 12'-6" 12'-0" 0.036 11'-7" 11'-5" 11'-2" 11'-2" 11'-1" 10'-11" 10'-8" 0.040 12'-9" 12'-7" 12'4" 12'-4" 12'-3" 12'-1" 11'-9" 36 0.018 8'-2" 8'-0" 7'-8" 7'-8" 7'-7" 7'-4" T-1" 36 0.018 6'-8" 6'-6" 5'-10" 5'-10" 5'-9" 5'-5" 4'-3" 36 0.018 6'-4" 6'-3" 5'-11" 5'-11" 5'-10" 5'-9" 5'-6" 36 0.018 7'-2" 7'-1" 6'-9" 6'-9" 6'-8" 6'-6" 6'-3" 0.024 11'-3" 11'-1" 10'-7" 10'-7" 10'-5" 9'-5" 9'-1" 0.024 9'-0" 9'-5" 8'-11" 8'-11" 8'-10" 8'-7" 8'-1" 0.024 8'-3" 8'-2" 7'-9" 7'-9" 7'-8" 7'-6" 7'-2" 0.024 9'-2" 9'-1" 8'-7" 8'-7" 8'-0" 8'-4" 8'-0" 0.032 13'-9" 13'-8" 13'-2" 13'-2" 13'-0" 12'-10" 12'-4" 0.032 12'-1" 11'-10" 11'-4" 11'-4" 11'-2" 11'-1" 10'-8" 0.032 10'-9" 10'-8" 9'-7" 9'-7" 9'-0" 9'-3" 8'-11" 0.032 1 V-6" 11'-4" 11'-0" 11'-0" 10'-11" 10'-10" 10'-7" 0.036 14'-4" 14'-2" 13'-9" 13'-9" 13'-8" 13'-6" 13'-2" 0.036 12'-11" 12'-8" 12'-2" 12'-2" 12'-0" 11'-10" 11'-5" 0.036 11'-2" 11'-1" 10'-9" 10'-9" 10'-8" 10'-7" 9'-8" 0.040 12'-4" 12'-3" 11'-10" 11'-10" 11'-9" 11'-8" 11'-4" 42 0.018 7'-9" 7'-8" 7'4" 7'4" 7'-3" 7'-1" 6'-9" 42 0.018 6'-0" 5'-10" 5'4" 5'-4" 5'-3" 4'-4" 4'-0" 42 0.018 6'-0" 5'-11" 5'-8" 5'-8" 5'-7" 5'-6" 5'-3" 42 0.018 6'-10" 6'-9" 6'-5" 6'-5" 6'-4" 6'-3" 6'-0" 0.024 10'-5" 10'-5„ 9'-4" 9'-4" 9'-3" 9'-1" 8'-8„ 0.024 9'-0" 8'-11" 8'-6" 8'-6" 8'-5" 8'-1" T-5" 0.024 T-10" 7'-9" 7'-5" 7'-5" 7'-4" 7'-2" 6'-11" 0.024 8'-9" 8'-7" 8'-3" 8'-3" 8'-2" 8'-0" 7'-8" 0.032 13'-0" 13'-0" 12'-6" 12'-6" 12'-4" 12'-2" 11'-9" 0.032 11'-2" 11'-2" 10'-9" 10'-9" 10'-8" 10'-6" 9'-4" 0.032 9'-9" 9'-7" 9'-2" 9'-2" 9'-1" 8'-11" 8'-7" 0.032 10'-11" 10'-11" 10'-8" 10'-8" 10'-7" 10'-0" 9'-6" 0.036 13'-8" 13'-8" 13'-3" 13'-3" 13'-2" 13'-C 12'-7" 0.036 12'-0" 12'-0" 11'-6" 11'-6" 11'-5" 11'-3" 10'-10" 0.036 10'-8" 10'-8" 10'-4" 10'-4" 9'-10" 9'-8" 9'-3" 0.040 11'-9" 11'-9" 11'-6" 11'-6" 11'-4" 11'-3" 11'-0" 50 0.018 7'-4" 7'-3" 6'-11" 6'-11" V-10" 6'-9" 6'-6" 50 0.018 5'-4" 5'-3" 4'-3" 4'-3" 4'-2" 4'-0" 3'-8" 50 0.018 5'-8" 5'-7" 5'-4" 5'-4" 5'-4" 5'-3" 4'-9" 50 0.018 6'-5" 6'-4" 6'-1" 6'-1" 6'-0" 5'-11" 5'-9" 0.024 9'-4" 9'-3" 8'-10" 8'-10" 8'-9" 8'-7" 8'-4" 0.024 8,-0" 8'-5" T-9" 7'-g" 7'-7" 7'-4" 6'-10" 0.024 7'-5" 7'4" 7'-0" 7'-0" 7'-0" 6'-10" 6'-7" 0.024 8'-3" 8'-2" 7'-10" 7'-10" 7'-9" 7'-7" 7'4" 0.032 11'-11" 11'-11" 11'-9" 11'-9" 11'-8" 11'-0" 11'-2" 0.032 10'-3" 10'-3" 9'-6" 9'-6" 9'-5" 9'-3" 8'-11" 0.032 9'-2" 9'-1" 8'-9" 8'-9" 8'-8" 8'-0" 8'-2" 0.032 10'-4" 10'4" 9'-8" 9'-8" 9'-7" .9'-5" 9'-1" 0.036 12'-8" 12'-8" 12'-7" 12'-7" 12'-5" 12'-3" 11'-11" 0.036 11'-0" 11' 0'-10" 10'-10" 10'-9" 10'-8" 9'-7" 0.036 9'-11" 9'-10" 9'-5" 9'-5" 9'4" 9'-2" 8'-10" 0.040 11'-1" 11'-1" 11'-0" 11'-0" 10'-11" 10'-10" 10'-8" 60 0.018 6-10" 6'-9" 6'-6" 6'-0" 6'-5" 6-4" 6'-2" 60 0.018 4 4'-2" 3'-10" 3'-10" 3'-9" 3'-8" 3'-4" 60 0.018 5'-4" 5'-3" 4'-10" 4'-10" 4'-9" 4'-8" 4'-0" 60 0.018 6'-0" 6'-0" 5'-9" 5'-9" 5'-8" 5'-7" 5'-5" 0.024 8'-9" 8'-8" 8'-5" 8'-5" 8'-3" 8'-2" 7'-11" 0.02 T 7'-5" 6'-11" 6'-11" 6' 8" 6'-7" 6'-2" 0.024 7'-0" 6'-11" 6'-8" 6'-8" 6'-6" 6'-6" 6'-3" 0.024 7'-9" T-8" 7'-5" 7'-5" 7'-3" 7'-2" 7'-0" 0.032 10,_11" 10,_11„ 10,_11„ 10,_11" 10,_11„ 10'_10" 10'-7" QQ " -5 9'4" 9'-0" 9'-0" 8'-10„ 8'-9" 8'-6" 0.032 8'-8" 8'-7" 8'-3" 8'-3" 8'-1" 8'-0" 7'-9" 0.032 9'-7" 9'-0" 9'-2" 9'-2" 9'-0" 8'-11" 8'-8" 0.036 11' 8" 11' 8" 11' 8" 11'-8". 11' 8" 11'-7" 11'-3" N �T 036 10'-1" 10'-1" 9'-8" 9'-8" 9'-6" 9'-5" 9'-1" 0.036 9'-4" 9'-3" 8'-11" 8'-11" 8'-9" 8'-8" 8'-5" 0.040 10'-0" 10'-0" 10'-0" 10'-6" 10'-6" 10'-5" 9'-8" TABLE_4.4=�yV v tvb a Cis t ABLt 4.5 1 AtlLt 4.6 1 ACLt 4./ #art+t-� iNOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN 9 5" vR" Glner Civ (Mnitienanl retail NZ O ,:w C\� .e"t d.''��1 V"' or 19 lMl fl -i'l Mtail n 9 .ri" v 19" Mark X /Multisnnnl nPtail R TYR" Flat Panel (Multisnan) Detail N2- C Ground Panel Wind Speed and Exposure iGrolJnd Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C 1 Snow Load ,,GSuge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C s in 110 115 1 130 110 115 120 130 r in 110 115 1 130 110 115 120 130 s in 110 115 1 130 110 115 120 130 s in 110 115 1 130 110 115 120 130 10 0.018 10'-2" 9'-10" 9'-1" 9'-1" 8'-10" 8'-8" 8'j - " 10 0.018 7'-11" 7'-7" 6'-7" 6'-7" 6'-4" 6'-1" 5'-6" 10 0.018 8'-0" 7'-9" 7'-1" 7'-1" 6'-11" 6'-9" 6'-4" 10 0.018 10'-8" 10'-4" 9'-7" 9'-7" 9'-4" 9'-2" 8'-7" LIVE 0.024 12'-7" 12'-3" 11'-4" 11'4" 11'-0", 10'-9%f� LIVE 0.024 10'-11" 10'-6" 9'-4" 9'-4" 9'-0" 8'-9" 7'-11" LIVE 0.024 10'-7" 10'-3" 9'-5" 9'-5" 9'-2" 9'-0" 8'-5" LIVE 0.024 12'-11" 12'-8" 12'-1" 12'-1" 11'-10" 11'-8" 11'-0" 0.032 15'-10" 15'-5" 14'-3" 14'-3" 13' ;4'! " 12'-9" 0.032 15'-0" 14'-0" 13'-1" 13'-1" 12'-8" 12'-4" 11'-4" 0.032 13'-2" 12'-9" 11'-9" 11'-9" 11'-0" 11'-3" 10'-6" 0.032 14'-2" 13'-11" 13'-3" 13'-3" 13'-0" 12'-10" 12'-4" 0.036 17' 4" 16'-11" 15' 8" 15'-8" 15'-3" 14'-11" 14'-0" 0.036 16'-10" 16'-3" 14'-9" 14'-9" 14'-4" 13'-11" 12'-10" 0.036 13'-10" 13'-7" 12'-9" 12'-9" 12'-0" 12'-2" 11'-5" 0.040 15'-3" 14'-11" 14'-2" 14'-2" 14'-0" 13'-9" 13'-3" 20 0.018 8'-3" 8'-1" 7'-10" 7'-10" 7'-8" 7'-5" 7'-2" 20 0.018 5'-8" 5'-6" 4'-4" 4'-4" 4'-1" 3'-11" 3'-8" 20 0.018 6'-5" 6'-4" 6'-1" 6'-1" 5'-11" 5'-9" 5'-6" 20 0.018 8'-9" 8'-7" 8'-3" 8'-3" 8'-1" 7'-10" 7'-7" LIVE 0.024 10'-4" 10'-1" 9'-9" 9'-9" 9'-7" 9'-3" 8'-11" LIVE 0.024 8'-2" 7'-11" 7'-6" 7'-6" T-3" 6'-10" 6'-6" LIVE 0.024 8'-7" 8'-5" 8'-1" 8'-1" 7'-11" 7'-8" 7'-5" LIVE 0.024 11'-3" 11'-0" 10'-7" 10'-7" 10'-5" 10'-1" 9'-9" 0.032 13'-1" 12'-9" 12'-4" 12'-4" 12'-1" 11'-8" 11'-4" 0.032 11'-8" 11'-4" 10'-9" 10'-9" 10'-6" 10'-0" 9'-7" 0.032 10'-9" 10'-0" 10'-2" 10'-2" 9'-11" 9'-7" 9'-4" 0.032 12'-0" 12'-4" 12'-0" 12'-0" 11'-10" 11'-7" 11'-4" 0.036 14'-4" 14'-0" 13'-0" 13'-6" 13'-3" 12'-10" 12'-5" 0.036 13'-2" 12'-10" 12'-3" 12'-3" 11'-11" 11'-5" 11'-0" 0.036. 11'-8" 11'-5" 11'-0" 11'-0" 10'-10" 10'-5" 10'-1" 0.040 13'-5" 13'-3" 12'-11" 12'-11" 12'-9" 12'-0" 12'-3" 25 0.018 8'-1" 8'-1" 7'8" 7'8" 7'-0" 7'-5" 7'-0" 25 0.018 5'-6" 5'-6" 4'-2" 4'-2" 4'1" 3'-11" 3'-7" 25 0.018 6'-4" 6'-4" 5'-11" 5'-11" 5'-10" 5'-9" 5'-5"' 25 0.018 8'-7" 8'-7" 8'-1" 8'-1" 8'-0" 7'-10" 7'-0" 0.024 10'-1" 10'-1" 9'-7" 9'-7" 9'-5" 9'-3" 8'-10" 0.024 7'-11" 7'-11" 7'-3" 7'-3" 7'-1" 6'-10" 6'-4" 0.024 8'-5" 8'-5" 7'-11" 7'-11" 7'-9" 7'-8" 7'-3" 0.024 11'-0" 11'-0" 10'-5" 10'-5" 10'-3" 10'-1" 9'-7" 0.032 12'-9" 12'-9" 12'-1" 12'-1" 11'-11" 11'-8" 11'-2" 0.032 11'-4" 11'-4" 10'-6" 10'-6" 10'-3" 10'-0" 9'-4" 0.032 10'-6" 10'-0" 9'-11" 9'-11" 9'-9" 9'-7" 9'-2" 0.032 12'-4" 12'4" 11'-10" 11'-10" 11'-9" 11'-7" 11'-3" 0.036 14'-0" 14'-0" 13'-3" 13'-3" 13'-1" 12'-10" 12'-3" 0.036 12'-10" 12'-10" 11'-11" 11'-11" 11'-8" 11'-5" 10'-9" 0.036 11'-5" 11'-5" 10'-10" 10'-10" 10'-7" 10'-5" 9'-11" 0.040 13'-3" 13'-3" 12'-9" 12'-9" 12'-7" 12'-0" 12'-1" 30 0.018 7'-8" 7'-6" 7'-3" 7'-3" 7'-2" 7'-0" 6'-9" 30 0.018 4'-5" 4'-4" 3'-11" 3'-11" 3'-9" 3'-7" 3'-4" 30 0.018 5'-11" 5'-10" 5'-8" 5'-8" 5'-6" 5'-5" 5'-2" 30 0.018 8'-1" 8'-0" 7'-9" 7'-9" 7'-7" 7'-0" 7'-2" 0.024 9'-7" 9'-5" 9'-1" 9'-1" 8'-11" 8'-10" 8'-5" 0.024 7'-3" 7'-1" 6'-8" 6'-8" 6'-6" 6'-4" V-11" 0.024 7'-11" 7'-9" 7'-6" 7'-6" 7'-5" 7'-3" 6'-11" 0.024 10'-5" 10'-3" 9'-11" 9'-11" 9'-9" 9'-7" 9'-2" 0.032 12'-1" 11,_11„ 11,-6„ 11,-6" 11,_4" 11,_2" 10'-8" 0.032 10'-6" 10'-3" 9'-9" 9'-9" 9'-7" 9'-4" 8'-10" 0.032 9,_11„ 9'-9" 9'-5" 9'-5" 9'-4" 9'-2" 8'-9" 0.032 11'-10" 11'-9" 11'-6" 11,-6„ 11,_4„ 11'-3" 10'-11" - 0.036 13'-3", 13,_1„ 12'-8„ 12'-8" 12'-5' 12'-3" 11'-9" 0.036 11,_11„ 11,-8„ 11,_2" 11,_2" 11'-0" 10'-9" 10,_2" 0.036 10,_10" 10'-7" 10'-3" 10'-3" 10'-1" -9'-11" 9'-6" 0.040 12'-9" 12'_7' -12'4" 12,-4" 12'-3" -12,-1"' 11'-9" 36 0.018 7'-3" 7'-2" 6'-10" V-10" 6'-9" 6'-8" 6'-4" 36 0.018 4'-0" 3'-11" T-7" 3'-7" X-6" 3'-4" 3'-1" 36 0.018 5'-8" 5'-6" 5'-3" 5'-3" 5'-2" 4'-7" 4'-5" 36 0.018 7'-9" 7'-7" 7'-3" 7'-3" 7'-2" 7'-1" 6'-10" 0.024 9'-1" 8'-11" 8'-7" 8'-7" 8'-5" 8'-4" 8'-0" 0.024 6'-8" 6'-6" 6'-1" 6'-1" V-11" 5'-10" 5'-5" 0.024 7'-0" 7'-5" 7'-1" 7'-1" 6'-11" V-10" 6'-7" 0.024 9'-11" 9'-9" 9'-4" 9'-4" 9'-2" 9'-1" 8'-9" 0.032 11'-0" 11'-4" 10'-10" 10'-10" 10'-8" 10'-7" 10'-2" 0.032 9'-9" 9'-7" 9'-0" 9'-0" V-10" 8'-8" 8'-2" 0.032 9'-5" 9'-4" 8'-11" 8'-11" 8'-9" 8'-8" 8'-4" 0.032 11'-6" 11'-4" 11'-0" 11'-0" 10'-11" 10'-10" 10'-7" 0.036 12'-8" 12'-5" 11'-11" 11'-11" 11'-9" 11'-7" 11'-2" 0.036 11'-2" 11'-0" 10'4" 10'-4" 10'-2" 9'-11" 9'-5" 0.036 10'-3" 10'-1" 9'-8" 9'-8" 9'-6" 9'-5" 9'-0" 0.040 12'-4" 12'-3" 11'-10" 11'-10" 11'-9" 11'-8" 1V-4" 42 0.018 6'-9" 6'-9" 6'-6" 6'-6" 6'-4" 6'-4" 6'-1" 42 0.018 3'-8" 3'-7" 3'-3" 3'-3" 3'-2" 3'-1" 2'-10" 42 0.018 5'-2" 5'-2" 4'-7" 4'-7" 4'-6" 4'-5" 4'-2" 42 0.018 7'-2" 7'-2" 6'-11" 6'-11" 6'-10" 6'-9" 6'-6" 0.024 8'-5" 8'-5" 8'-1" 8'-1" 8'-0" T-11" 7'-7" 0.024 5'-11" 5'-11„ 5'-7" 5'-7" 5'-5" 5'-4" 4' 4" 0.024 6'-11" 6'-11„ 6'-8" 6'-8" 6'-7" 6'-0" 6'-3" 0.024 9'-2" 9'-2" 8'-10" 8'-10" 8'-9" 8'-7" 8'-4" 0.032 10'-8" 10'-8" 10'-3" 10'-3" 10'-2" 10'-0" 9'-8" 0.032 8'-10" 8'-10" 8'-4" 8'-4" 8'-2" 8'-0" 7'-7" 0.032 8'-9" 8'-9" 8'-5" 8'-5" 8'-4" 8'-2" 7'-11" 0.032 10'-11" 10'-11" 10'-8" 10'-8" 10'-7" 10'-6" 10'-3" 0.036 11'-9" 11'-9" 11'-4" 11'-4" 11'-2" 11'-0" 10'-8" 0.036 10'-2" 10'-2" 9'-7" 9'-7" 9'-5" 9'-3" 8'-10" 0.036 9'-6" 9'-6" 9'-2" 9'-2" 9'-0" 8'-11" 8'-7" 0.040 11'-9" 11'-9" 11'-0" 11'-6" 11'-4" 11'-3" 11'-0" 50 0.018 6'-2" 6'-2" 6'-1" 6'-1" 6'-0" 5'-11" 5'-9" 50 0.018 3'-3" 3'-2" 2'-11" 2'-11" 2'-11" 2'-9" 2'-7" 50 0.018 4'-7" 4'-6" 4'-3" 4'-3" 4'-3" 4'-2" 4'-0" 50 0.018 6'-7" 6'-7" 6'-6" 6'-6" 6'-5" 6'-4" 6'-2" 0.024 7'-8" 7'-8" 7'-7" 7'-7" 7'-0" 7'-5" 7'-2" 0.024 5'-1" 5'-1" 4'-6" 4'-6" 4'-5" 4'-3" 4'-0" 0.024 6'4" 6'-4" 6'-3" 6'-3" 6'-2" 6'-1" 5'-11" 0.024 8'-5" 8'-5" 8'-4" 8'-4" 8'-3" 8'-2" 7'-11" 0.032 9'-9" 9'-9" 9'-8" 9'-8" 9'-7" 9'-5" 9'-2" 0.032 7'-9" 7'-9" 7'-7" 7'-7" T-6" 7'-4" 7'-0" 0.032 8'-0" 8'-0" 7'-11" 7'-11" 7'-10" 7'-9" 7'-6" 0.032 10'4" 10'-4" 10'-3" 10'-3" 10'-2" 10'-1" 0.036 10'-9" 10'-9" 10'-8" 10'-8" 10'-6" 10'-5" 10'-1" 0.036 9'-0" 9'-0" 8'-10" 8'-10" 8'-8" 8'-7" 8'-2" 0.036 8'-8" 8'-8" 8'-7" 8'-7" 8'-6" 8'-5" 8'-2" 0.040 11'-1" 11'-1" 11'-0" 11'-0" 10'-11" 10'-10" 10' " 60 0.018 5'-7" 5'-7" 5'-7" 5'-7" 5'-7" 5'-7" 5'-5" 60 0.018 2'-11" 2'-10" 2'-8" •2'-8" 2'-7" 2'-3" 2'-1" 60 0.018 4'-3" 4'-2" 4'-0" 4'-0" 3'-11" 3'-11" 3'-9" 60 0.018 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0"�_7 0.024 7'-1" 7'-1" 7'-1" 7'-1" 7'-1" 7'-0" 6'-9" 0.024 4'-5" 4'-4" 4'-1" 4'-1" 3'-11" 3'-11" 3'-8" 0.024 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-7" 0.024 7'-9" T-9" 7'-9" T-9" 7'-9" 7'-8- 0.032 9,-0" 9,-0" 9.0„ 9'-0" 9'-0" 8'-11" 8'-8" 0.032 6'-10" 6'-10" 6'-10" 6'-10" 6'-10„ 6'-8" 6'-5" 0.032 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-3" 7'-0" 0.032 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 9'-6" 0.036 9'-11" 9'-11" 9'-11" 9'-11" 9'-11" 9'-9" 9'-6" 0.036 7'-11" 7'-11" 7'-11" 7'-11" 7'-11" 7'-10" 7'-6" 0.036 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-11" 7'-8" 0.040 10'-6" 10'-6" 10'-0" 10'-6" 10'-6" 10'-5" I AtlLt 4.0 I AtlLt 4.0 Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 35 of 83 I ADLt 4. 1 U 1 ^DLC Y. 1 I Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 carl putnaimCcOcorricast.net May 31 2017 SECTION 4.0 SOLID COVER PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 9 F" , r," Sr,npr SiY (Sinnlp Snan) rlptail N3 A 3 S"Y12" Sunpr 19 /Sinnle Snan) nptail D 9 S" Y 19" Mark X /Sinnle Swan) nptail R 2"x6" Flat Panel /Sinnle Snan) Detail N2. C Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground - Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C s in 140- 150 1 160. 130 140 150 160 ps in 140. 150 1 160 130 140 150 160 ps in 140 150 160 130 140 150 160 s in 140 150 160 130 140 150 160 10 0.018 8'-1" T-6" T-0" 7'-4" 6'-9" 6'-4" 5'-11" 10 0.018 10'-7" T-6" 6'-10" 7'-3" 6'-0" 5'-10" 5'-3" 10 0.018 6'-5" 6'-0" 5'-7" 5'-10" 5'-5" 3'-7" 3'-4" 10 0.018 8'-0" T-7" T-3" 7'-6" 7'-0" 6'-7" 6'-2" LIVE 0.024 12'-4" 11'-6" 10'-9" 11'-3" 10'-5" 7'-11" T-5" LIVE 0.024 12'-2" 11'-8" 11'-2" 11'-5" 11'-0" 10'-5" 8'-2" LIVE 0.024 10'-4" T-10" 7'-4" T-8" 7'-1" 6'-7" 6'-2" LIVE 0.024 11'-8" 11'-3" 10'-9" 11'4" 10'-7" 8'-7" T-11" 0.032 15'4" 14'-8" 13'-8" 14'-3" 13'-2" 12'-4" 11'-6" 0.032 14'-3" 13'-8" 13'-2" 13'-5" 12'-11" 12'-3" 11'-8" 0.032 12'-0" 11'-8" 11'-3" 1V-6" 10'-10" 8'-3" T-9" 0.032 12'-10" 12'-0" 12'-2" 12'-4" 12'-0" 11'-7" 11'-3" 0.036 16'-0" 15'-0" 15'-1" 15'-4" 14'-6" 13'-6" 12'-8" 0.036 15'-3" 14'-7" 14'-1" 14'-4" 13'-10" 13'-1" 12'-6" 0.036 12'-0" 12'-2" 11'-10" 12'-0" 11'-8" 11'-0" 8'-4" 0.040 13'-9" 13'-5" 13'-1" 13'-3" 12'-11" 12'-6" 12'-1" 20 0.018 8'-1" T-6" 7'-0" 7'-4" 6'-9" 6'-4" 5'-11" 20 0.018 6'-8" 6'-2" 5'-9" 6'-0" 5'-5" 4'-0" 3'-8" 20 0.018 6'-4" 6'-0" 5'-7" 5'-10" 5'-5" 3'-7" 3'-4" 20 0.018 T-2" V-11" 6'-8" 6'-10" 6'-6" 6'-2" 5'-11" LIVE 0.024 11'-7" 11'-3" 10'-9" 11'-1" 10'-5" 7'-11" 7'-5" LIVE 0.024 10'-7" 9'-2" 8'-10" 9'-0" 8'-7" 7'-11" 7'-4" LIVE 0.024 8'-3" 7'-10" 7'-4" T-8" 7'-1" 6'-7" 6'-2" LIVE 0.024 9'-2" 8'-10" 8'-6" 8'-9" 8'-4" 7'-11" 7'-7" 0.032 14'-1" 13'-9" 13'-6". 13'-8" 13'-2" -12'-4" 11'-0" 0.032 12'-5" 12'-1" 11'-8" 11'-10" 11'-4" 10'-11" 10'-0" 0.032 11'-0" 10'-9" 10'-6" 10'-8" 9'-3" 8'-3" 7'-9" 0.032 11'-9" 11'-0" 11'-3" 11'4" 11'4" 10'-9" 10'-6" 0.036 14'-7' 14'4" 14'-0" 14,_2" 13'-9" 13'-5" 12'-8" 0.036 13'-4" 12'_11" 12,-6" 12'-8" 12,_2" 11'-8" 11'-3" 0.036 11'-5" 11'_2" 10'-11" 11'_1" 10'-9" 10'-0" 8'-4" 0.040 12,_7" 12'4" 12,_1" 12'-3" 11'-10" 11'_7" 1 11'-3" 25 0.018 8'-0" 7'-6" T -O" 7'4" 6'-9" 6'4" 5'-11" 25 0.018 ' 6'-0" 6'-0" 5'-7" 5'-10" 5'4" 4'-0" T-8" 25 0.018. 6'-3" 6'-0" 5'-7" V-10" 5'-5" T-7" 3'-4" 25 0.018 T-1" V-10" 6'-7" 6'-9" 6'-5" 6'-2" 5'-10" 0.024 11'-5" 11'-1" 10'-9" 10'-11" 10'-5" T-11" 7'-5" 0.024 10'-5" 9'-0" 8'-9" 8'-11" 8'-6" 7'-11" T-2" 0.024 8'-2" 7'-10" 7'-4" T-8" T-1" 6'-7" 6'-2" 0.024 9'-1" 8'-9" 8'-5" 8'-7" 8'-3" T-11" 7'-6" 0.032 13'-11" 13'-8" 13'4" 13'-6" 13'-2" 12'4" 11'4" 0.032 12'-3" 11'-10" 11'-0" 11'-8" 11'4" 10'-11" 10'-0" 0.032 10'-10" 10'-8" 10'-5" 10'-0" 9'-2" 8'-3" 7'-9" 0.032 11'-7" 11'4" 11'-2" 11'-3" 11'-0" 10'-9" 10'-0" 0.036 14'-5" 14'-2" 13'-11" 14'-0" 13'-9" 13'-5" 12'-8" 0.036 13'-1" 12'-8" 12'-4" 12'-6" 12'-2" 11'-8" 11'-3" 0.036 11'4" 11'-1" 10'-10" 10'-11" 10'-9" 10'-6" 8'-4" 0.040 12'-6" 12'-3" 12'-0" 12'-1" 11'-10" 11'-7" 11'-3" 30 0.018 7'-9" 7'-6" T -O" 7'4" 6'-9" 6'-4" 5'-11" 30 0.018 6'-0" 5'-7" 5'-3" 5'-5" 4'-2" 3'-10" 3'-5" 30 " 0.018 6'-0" 5'-10" 5'-7" 5'-9" 5'-5" T-7" 3'-4" 30 0.018 6'-10" 6'-7" 6'4" 6'-0" 6'-3" 6'-0" 5'-9" 0.024 10'-11" 10'-7" 9'-3" 10'-5" 9'-1" T-11" 7'-5" 0.024 9'-0" 8'-9" 8'-5" 8'-7" 8'-1" 7'-5" 6'-10" 0.024 T-10" T-7" T-4" 7'-6" 7'-1" 6'-7" 6'-2" 0.024 8'-9" 8'-5" 8'-2" 8'-4" 8'-0" 7'-8" 7'4" 0.032 13'-6" 13'-2" 12'-10" 13'-0" 12'-6" 12'-2" 11'-6" 0.032 11'-8" 11'-4" 11'-1" 11'-2" 10'-9" 10'-6" 8'-11" 0.032 10'-0" 9'-5" 9'-1" 9'-3" 8'-11" 8'-3" 7'-9" 0.032 11'-3" 11'-0" 10'-10" 10'-11" 10'-8" 10'-0" 9'-1" 0.036 14'-0" 13'-9" 13'-6" 13'-8" 13'-3" 13'4" 12'-7" 0.036 12'-6" 12'-2" 11'-10" 12'-0" 11'-6" 11'-3" 10'-10" 0.036 10'-11" 10'-9" 10'-7" 10'-8" 10'4" 9'-3" 8'-4" 0.040 12'-1" 11'-10" 11'-8" 11'-9" 11'-6" 11'-3" 11'-0" 36 0.018 7'-4" T-2" 6'-11" T-1" 6'-9" 6'-4" 5'-11" 36 0.018 5'-5" 4'-5" 4'-1" 4'-3" 3'-11" 3'-7" 3'-3" 36 0.018 5'-9" 5'-7" 5'-4" 5'-0" 5'-3" 3'-7" 3'-4" 36 0.018 6'-0" 6'-3" 6'-1" 6'-3" 6'-0' 5'-9" 5'-6" 0.024 9'-5" 9'-2" 8'-10" 9'-1" 8'-8" 7'-11" 7'-5" 0.024 8'-7" 8'-3" T-9" 8'-1" 7'-5" '6'-11" 6'4- 0.024 7'-6" 7'-3" T-0" T-2" 6'-11" 6'-7" 6'-2" 0.024 8'-4" 8'-1" 7'-10" 8'-0" 7'-8" T-5" 7'-1" 0.032 12'-10" 12'-6" 12'-2" 12'-4" 12'-1" 11'4' 11'-3" 0.032 11'-1" 10'-9" 10'-6" 10'-8" 10'-5" 9'-0" 8'-8" 0.032 9'-3" 9'-0" 8'-9" 8'-11" 8'-7" 8'-3" 7'-9" 0.032 10'-10" 10'-8" 10'-6" 10'-7" 10'-5" 9'-2" 8'-9" 0.036 13'-0" 13'-3" 13'-0" 13'-2" 12'-10" 12'-5" 12'-0" 0.036 11'-10" 11'-6" 11'-3" 11'-5" 11'-1" 10'-9" 10'-5" 0.036 10'-7" 10'4" 9'-5" 9'-8" 9'-3" 8'-11" 8'-4" 0.040 11'-8" 11%6" 11'-3" 11'4" 11'-2" 10'-11" 10'-9" 42 0.018 T-1" 6'-10" 6'-8" 6'-9" 6'-0" 6'-4" 5'-11" 42 0.018 4'-5" 4'-2" T-10" 4'-0" 3'-8" 3'-4" 0'-0" 42 0.018 5'-6" 5'-4" 5'-2" 5'-3" 4'-9" 3'-7" 0'-0" 42 0.018 6'-3" 6'-0" 5'-10" 6'-0" 5'-9" 5'-7" 5'-4" 0.024 9'-1" 8'-9" 8'-6" 8'-8" 8'-5" T-11" . 7'-5" 0.024 8'-1" 7'-7" T-2" 7'-5" 6'-11" 6'-5" 6'-0" 0.024 7'-2" T -O" 6'-9" 6-11" 6'-8" 6'-5" 6'-2" 0.024 8'-0" 7'-9" 7'-6" T-8" 7'-5" 7'-2" 6'-10" 0.032 12'-2" 11'-11" 11'-8" 11'-9" 11'-6" 11'-2" 10'-10" 0.032 10'-0" 9'-5" 9'-2" 9'4" 9'-0" 8'-8" 8'-4" 0.032 8'-11" 8'-8" 8'-5" 8'-7" 8'-3" 8'-0" T-8" 0.032 10'-6" 9'-7" 9'-4" 9'-6" 9'-2" 8'-10" 8'-6" 0.036 13'-0" 12'-8" 12'-5" 12'-7" 12'-3" 11'-11" 11'-7" 0.036 11'-3" 11'-0" 10'-9" 10'-10" 10'-8" 9'-4" 8'-11" 0.036 9'-8" 9'-4" 9'-1" 9'-3" 8'-11" 8'-8" 8'-4" 0.040 11'-3" 11'-1" 10'-11" 11'-0" 10'-10" 10'-8" 10'-5" 50 0.018 6'-9" 6'-6" 6'-4" 6'-0" 6'-3" 6'-1 " 5'-10" 50 0.018 4'-1" 3' 10" 3'-0" 3'-8" 3'-5" 0'-0" 0'-0" 50 0.018 5'-3" 4'-9" 4'-7" '- 4'-9" 4 -6" ' 0'-0" 0'-0" 50 0.018 5-11" 5'-9" 5'-7" 5'-9" 5'-6" 5'-4" 0'-0" 0.024 8'-7" 8'-5" 8'-2" 8'-4" 8'-0" 7'-9" 7'-5" 0.024 T-4" 6'-11" 6'-7' 6'-10" 6'4" 6'-0"' .5'-6" 0.024 6'-10" 6'-8" 6'-6" 6'-7" 18'-10" 6'-4" 6'-2" 5'-11" 0.024 T-7" T-5" T-2" T-4" 7'-1" V-10" 6'-7" 0.032 11'-0" 11'-3" 11'-1" 11'-2" 10'-11" 10'-8" 10'4" 0.032 9'-3" 9'-0" 8'-9" 8'-11" 8'-8" 8'-4" 8'-1" 0.032 8'-0" 8'-3" 8'4" 8'-2" T-11" 7'-8" T-5" 0.032 9'-5" 9'-2" 8'-11" 9'-1" 8'-9" 8'-0" 8'-2" 0.036 12'-3" 12'-0" 11'-10" 11'-11" 11'-8" 11'4" 11'-1" 0.036 10'-8" 10'-5" 9'-5" 9'-7" 9'-3" 8'-11" 8'-8" 0.036 9'-2" V-11" 8'-8" 8'-7" 8'4"• 8'-0" 0.040 10'-10" 10'-9" 10'-7" 10'-8" 10'-6" 9'-7" 9'-3" 60 0.018, 6'-4" 6'-3" 6'-1" 6'-2" 6'-0" 5'-10" 0'-0" 60 0.018 3'-8" 3'-5"7-- 3'-4" 0'-0" 0'-0" 0'-0" 60 0.018 4'-8" 4'-6" 4'-5" 4'-0" 0'-0" 0'-0" 0'-0" 60 0.018 •5'-7" 5'-6" 5'-4" 5'-5" 5'-3" 0'-0" 0'-0" 0.024 8'-2" 8'-0" T-9" T-11" T-8" 7'-5" 0'-0" 0.024 6'-7" 6'-3" 6'-0" 6'-2" 5'-9" 5'-5" 0'-0" 0.024 6' 6" 6' 4" 6'-2" 6'-3" VA" 5'-11" 0'-0" 0.024 T-2" 7%0" 6'-10" T-0" 6'-9" 6'-7" 0'-0" 0.032 10,_10„ 10'-8„ 10'-0" 10'_7' 10'_4" 9'-4" 0'-0" 0.032 8'-9" 8'-7" 8'-4" • 8'-6" 8'-3" 8'-0" 0'-0" 0.032 8'-0" 7'-10" T-8" 7'-9" 7'-0" 7' 0.036 11'-7" 11' 4" 11'-2" 11'-3" 11'-1" 10'-9" 10'-0" 0.036 9'-5" 9'-2" 8'-11" 9'-1" 8'-10" 8'-7" 0'-0" 0.036 8'-8" 8'-6" 8'-4" 8'-5" 8'-2" T-1 9 F" YR" -Q.-, CiY (M,dNsnanl rlatail N3 A I HDLt 4.1 L 3 S"Y19" Slmpr 12 (Multisnan) nptail n I ADLC 4. IJ s 2 S" x 12" Mark X (Multisnan) Dptnil R Amerlmax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434)384-2514 cart outnam0komcast. net -4" 0'-0" 0.032 8'-11" "8'�", 8'-6" 8'-8" 8'-4" 8'-2" 0'-0"� 1" 0'-0" 0.040 10'-5" ��9'-9"� 9'-7" 9'-8" 9'-5" 9'-2" .0'�-0'1. TABLE 4.14 - TAB4'E 4.15' . NOTE: PANELS MAY OVERHANG 25% OF THEIR CbARSPAN 2"x6" Flat Panel (Multisnan) Detail N2. C • -. Ground Panel Wind Speed and Exposure Ground • Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B . Exposure C Snow Load -Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C• Snow Load Gauge Exposure B- Exposure C s in 140 150 1 160 1 130 140 150- 160 s in 140 150 160 130 140 150 160 s in 140 150 160 130 140 150 160 s in 140 150 160 130 140 150 160' 10 0.018 8'-8" 8'-3" 7'-11" 8'-1" 7'-10" 7'-5" 7'-0" 10 0.018 6'-1" 5'-8" 5'-4" 5'-6" T-11" 3'-7" , 3'-2" 10 0.018 6'-9" 6'-5" 6'-2" 6'-4" 6'-1" 5'-9" 5'-5" 10 0.018 9'-2" 8'-9" 8'-5" 8'=7" 8'-3" 7'-10" 7'-6" LIVE 0.024 10'-9" 10'=4" 9'-11" 10'-1" 9'-9" 9'-3" 8'-10" LIVE 0.024 8'-9" 8'-2" 7'-8" T-11" 7'-6" 6'-10" 6'-4" LIVE 0.024 9'-0" 8'-7" 8'-3" 8'-5" 8'-1" T 8" T-3" LIVE 0.024 11' 8" 11'-3" 10'-9" 11'-0" 10'-7" 10'-V' 9'-7" 0.032 13'-7" 13;_1" 12'_7' 12'-9" 12,-4" 11'-8" 11'_2" 0.032 12'_4" 11'-8" 11'-0" 11'4' 10'-9" 10%0" 9'-4" 0.032 11'-3" 10'-9" 10,_4" 10,-6" 10'-2" 9'-7" 9'-2" 0.032 12,-10" 12'-0" 12.2" 12.4„ 12-0" 11'_7" 11'-3" 0.036 14'-11" 14' 4" 13'-9': 14'-0" 13'-6" 12'-10" 12'-3" 0.036 13'-11" 13'-2" 12'-6" 12'-10" 12'-3" 11'-5" 10'-9" 0.036 12'-2". 11'-8" 11'-3", 11'-5" 11'-0" 10'-5" 9'-11" 0.040 13'-9" 13'-5" 13'-1" 13'-3" 12'=11" 12'-6" 12'-1" 20 0.018 7,-0" 7'-3" T-0" 7'-2" 6'-10" 6'-7" 6'-4" 20 0.018 4'-0" T-9" 3'-6" 3'-8" 3'-4" 3'-0" 2'-9" 20 0.018 5'-10" 5'-8" 5'-5" 5'-0" 5'-3" 4'-4" 4'-2" 20 0.018 8'4" 7'-9" 7'-0" 7'-7" 7'-3" 7'-0" 6'-9"' LIVE 0.024 9'-5" 9'-1" 8'-10" ,8'-11" 8'-7" 8'-2" T-11" LIVE 0.024 7'-1" 6'-8" 6'4" 6'-6" 6'-1" 5'-8" 5'-4" LIVE 0.024 7'-9" T-6" T-3" T-5" 7'-1" 6'-9" 6'-6" LIVE 0.024 10'-3" 9'-11" 9'-7" 9'-9" 9'-4" 8'-11" 8'-7" 0.032 11'-11" 11'-0" 11'-2" 11'-4" 10'-10" 10'-5" 10'-0" 0.032 10'-3" 9'-9" 9'-4" 9'-7" 9'-0" 8'-6" 8'-0" 0.032 9'-9" 9'-5" 9'-2" 9'-4" 8'-11" 8'-6" 8'-2" 0.032 11'-9" 1V-6" 11'-3" 11'4" 11'-0" 110'-9" 10'-6" 0.036 13'-1" 12'-8" 12'-3" 12'-5" 11'-11" 11'-5" 11'4" 0.036 1 11'-8" 11'-2" 10'-9" 11'-0" 10'-4" 9'-9" 9'-3" 0.036 .10'-7" 10'-3" 9'-11" 10'-1" 9'-8" 9'-3" 8'-11" 0.040 12'-7" 12'-4" 12'-1" 12'-3" 11'-10" 11 W" 11'-3" 25 0.018 7'-5" T-2" 6'-11" T -O" 6'-10" 6'-7" 6'-4" 25 0.018 3'-11" 3'-8" 3'-5" 3'-7" 3'-3" T-0" 2'-9" 25 0.018 5'-9" T-6" 5'4" 5'-5" 5'-3" 4'4" 4'-1" 25 0.018 T-10" 7'-7" 7'-5" 7'-0" 7'-3" 7'-0" 6'-9" 0.024 9'-3" 8'-11" 8'-8" 8'-10" 8'-7" 8'-2" T-11" 0.024 6-10" 6'-0" 6'-3" 6'-4" 6'-1" 5'-8" 5'4" 0.024 7'$" 7'-5" T-2" 7'-3" 7'-1" 6'-9" 6'-6" 0.024 10'-1" 9'-9" 9'-5" 9'-7" 9'4" 8'-11" 8'-7" 0.032 11,-8„ 11'4" 11'-0" 11,_2" 10'-10" 10'-5" 10'-0" 0.032 10,-0" 9'-7" 9'-2" 9'-4" 9'-0" 8'-0" 8'-0" 0.032 9'-7" 9'-4" 9'-0" 9'-2" 8'-11" 8'-6" 8'-2" 0.032 11'_7' 11'-4" 11,4„ 11'-3" 11'4" 10`_9„ 10,-6" 0.036 12'-10" 12'-5" 12'-1" 12'-3" 11'-11" 11'-5" 11'4" 0.036 11'-5" 11'-0" 10'-0" 10'-9" 10'-4" 9'-9" 9'-3" 0.036 10'-5" 10'-1" 9'-10" 9'-11" 9'-8" 9'-3" 8'-11" 0.040 12'-6" 12'-3" 12'4" 12'-1" 11'-10" 11'-7" 11'-3" 30 0.018 T -O" 6'-10" 6'-8" 6'-9" 6'-6" 6'-4" 6'-1" 30 0.018 3'-8" 3'-5" T-2" , 3'-4" T-1" .2'-10" 2'-7" 30 0.018 5'-5" , 5'-3" 4'-6" 5'-2" 4'-5" 4'-2" 4'-0" 30 0.018 T-6" 7'-3" T-1" T-2" 6'-11" 6'-9" 6'-0" 0.024 8'-10" 8'-7" 8'-4" 8'-5" 8'-1" T-11" T-7" 0.024 6'-4" 6'-1" 5'-10" 5'-11" 5'-7" 5'-4" 4'-0" 0.024 7'-3" T-1" 6'-10" 6'-11" 6'-8" 6'-0" 6'-3" 0.024 9'-7" 9'-4" 9'-1" 9'-2" 8'-10" 8'-7" 8'-4" 0.032 11'-2" 10'-10" 10'-7" 10'-8" 10'-3" 10'-0" 9'-8" 0.032 9'-4" 9'-0" 8'-8" 8'-10" 8'-4" 8'-0" 7'-7" 0.032 9'-2" 8'-11" 8'-8" 8'-9" 8'-5" 8'-2" 7'-11" 0.032 11'-3" 11'-0" 10'-10" 10'-11" 10'-8" 10'-6" 10'-3" 0.036 12'-3" 11%11" 11'-7" 11'-9" 11'4" 11'-0" 10'-8" 0.036 10'-9" 10'4" 9'-11" 10'-2" 9'-7" 9'-3" 8'-10" 0.036 9'-11" 9'-8" 9'-5" 9'-6" 9'-2" 8'-11" 8'-7" 0.040 12'-1" 11'-10" 11'-8" 11'-9" 11'-6" 11'4" 11'-0" 36 0.018 6'-8" 6'-6" 6'4" 6'-4" 6'-3" 6'-0" T-10" 36 0.018 3'-4" T-1" 2'-11" 3'-1" 2'-10" 2'-8" 2'-1" 36 0.018 4'-7" 47' 4'-3" 4'-5" 4'-2" 4'-0" 3'-10" 36 0.018 7'-1" 6'-11" 6'-9" 6'-10" 6'-8" V-5" 6'-3" 0.024 8'4" 8'-1" 7'-11" 8'-0" T-9" 7'-0" T-3" 0.024 5,_10" 5'-7" 5'4" 5'-5" 5'-3" 4'-1" 3'-9" 0.024 6'_10" 6'-8" 6'-6" 6'-7" 6'-5" 6'-2" 6'-0" 0.024 9'-1" 8'-10" 8'-7" 8'-9" 8'-0" 8'-3" 8'-0" 0.032 10'-7" 10'-3" 10'-0" 10'-2" 9'-11" 9'-7" 9'-3" 0.032 8'-8" 8'4" 8'-0" 8'-2" T-11" 7'-0" 7'-2" 0.032 8'-8" 8'-5" 8'-2" 8'-4" 8'-1" 7'-10" T-7" 0.032 10'-10" 10'-8" 10'-6" 10'-7" 10'-5" 10'-2" 9'-10" 0.036 11,_7, 11'-4' 11'-0" 11'-2" 10,_11„ 10,-6" 10'_2" 0.036 9,_11„ 9'-7" 9'-3" 9'-5" 9'-1" 8'-8"8'4" 0.036 9'-5" 9'-2" 8'-11" 9'-0" 8'-10" 8'-6" 8'-3" 0.040 11'-8" 1V-6" 11'-3" 11'_4' 11,_2" 10%11" 10,_9„ 42 0.018 6'4" 6'-2" 6'-0" 6'-1" V-11" 5'-9" 5'-7" 42 0.018 T-1" 2'-11" 2'-9" 2'-10" 2'-8" 2'-1" 0'-0" 42 0.018 4'-5" 4'-3" 4'-1" 4'-2" 4'-0" T-10" 3'-8" 42 0.018 6'-9" 6'-7" 6'-5" 6'-6" 6'4" 6'-2" 6'-0" 0.024 7'-11" 7'-8" 7'4" 7'-7" T-5" 7'-2" T-0" 0.024 5'-4" 4'-5" 4'-2" 4'-4" 4'-1" T-10" 3'-7" 0.024 6'-0" 6'-4" 6'-2" 6'-3" 6'-1" T-11" 5'-9" 0.024 8'-7" 8'-5" 8'-3" 8'-4" 8'-2" T-11" 7'-8" 0.032 10'-0" 9'-9" 9'-7" 9'-8" 9'-5" 9'-2" 8'-11" 0.032 8'-0" 7'-9" 7'-6" T-7" 7'-4" T-0" 6'-8" 0.032 8'-2" 8'-0" 7'-10" 7'-11" 7'-9" 7'-6" T-3" 0.032 10'-0" 10'-4" 10'-2" 10'-3" 10'-1" 9'-9" 9'-6" 0.036 11'-0" 10'-9" 10'-6" 10'-8" 10'-5" 10'-1" 9'-9" 0.036 9'-3" 9'-0" 8'-8" 8'-10" 8'-7" 8'-2" 7'-10" 0.036 8'-11" 8'-8" 8'-6" 8'-7" 8'-5" 8'-2" 7'-11" 0.040 11'-3" 11'-1" 10'-11" 11'-0" 10'-10" 10%8" 10'-5" 50 0.018 5'-11" 5%10" 5'-8" 5'-9" 5'-7" 5'-5" 5'-4" 50 0.018 2'-9" 2'-8" 2'-2" 2'-7" 2'-2" 0'-0" 0'-0" 50 0.018 4'-2" 4'-0" T-11" 4'-0" 3'-10" 3'-8" 3'-6" 50 0.018 6'-4" 6'-3" 6'-1" 6'-2" 6'-0" 5'-10"r7'-4 " 0.024 7'-5" 7'-3" 7'-2" 7'-2" T-1" 6'-10" 6'-8" 0.024 4'-3" 4'-1" T-11" 4'-0" 3'-9" 3'-7" 3'-4" 0.024 6'-1" 6'-0" 5'-10" 5'-11" 5'-9" 5'-7" 5'-5" 0.024 8'-2" 8'-0" 7'-10" T-11" 7'-9" 7'-6"0.032 9'-5" 9'-3" 9'-1" 9'-2" 9'-0" 8'-9" 8'-0" 0.032 7' 4" 7'-2" 6'-11" T-0" V-10" 6'-0" 6'-3" 0.032 T-9" 7'-7" 7'-5" 7'-6" 7'-4" 7'-1" 6'-11" 0.032 10'-1" 9'-10" 9'-8" 9'-9" 9'-7" 9'-4,1'• 0.036 10'-5" 10,_2" 10'-0" 10,_1" 9'-11„ 9'-7" 9'-4" 0.036 8'-7"8'-4"8'-1" 8'-2" 7'-11" 7'-7" 7'4" t 0.036 8'-5" 8'-3" 8'-1" 8'-2" 8'-0" 7'-9" 7'-6" 0.040 10'-10" 10'-9" 10'_7" 10'-8" 10'-6" 10'-4"_2" 60 0.018 5'-7" 5'-5" 5'-4" 5'-5" 5'-4" 5'-2" 0'-0" 60 0.018 2'-3" 2'-2" 2'-0" 2'-1" 0'-0" 0'-0" -U 0'" 60 0.018 3'-11" 3'-9" 3'-8" 3'-9" 3'-7" 3'-6" 0'-0" 60 0.018 6'-0" 5'-10" 5'-9" V-10" 5'-9" 5'-7" 5'- 0.024 7'-0" 6'-10" 6'-9'' 6'-9" 6'-8" 6'-0" 6'-4" 0.024 3'_11" 3'-9" 3'-7" T-8" 3-6„ 3'-3" 0'-0" 0.024 5'-9" 5'-7" 5'-6" 5'-7" 5'-5" 5'_3" 0'-0" 0.024 7'-8" 7'-0" 7'-5" T-5" 7'-4" 7'_2" -0" 0.032 8,_11„ 8'-9" 8'-7" 8'-8" 8'-6" 8'-3" 8'-1" 0.032 6'-8" 6'-6" 6'-4" 6'-5" 6'-3" 6'-0" 5'-9" 0.032 7'-3" T-1" T -O" 7'-0" 6'-11" 6'-9" 6'-7" 0.032 9'-6" 9'4" 9'-2" 9'-3" 9'-1" 8'-10" 8'-8" 0.036 9'-9" 9'-7" 9'-5" 9'-6" 9'4" 9'-1" 8'-11" 0.036 7'_10" 7'-7" T-5" T-6" 7'4" 7'-1" 6'-9" 0.036 T-11" T-9"• T-7" 7'-8" 7'-6" 7'-4" 1 7'-2" 0.040 10'-5" 1 10'4" '10'-2" 10'-3" 10'_2" 9'-11" 9'-8" TABLE 4.16 Amerimax Standard Plan (2016 CBC) 1/31/2017 I ADLC 4.1 / Page 36 of 83 I ADLC 4.10 I ADLC 4. I U May 31 2017 Ground Panel Wind Speed and Exposure Ground • Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B . Exposure C Snow Load -Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C• Snow Load Gauge Exposure B- Exposure C s in 140 150 1 160 1 130 140 150- 160 s in 140 150 160 130 140 150 160 s in 140 150 160 130 140 150 160 s in 140 150 160 130 140 150 160' 10 0.018 8'-8" 8'-3" 7'-11" 8'-1" 7'-10" 7'-5" 7'-0" 10 0.018 6'-1" 5'-8" 5'-4" 5'-6" T-11" 3'-7" , 3'-2" 10 0.018 6'-9" 6'-5" 6'-2" 6'-4" 6'-1" 5'-9" 5'-5" 10 0.018 9'-2" 8'-9" 8'-5" 8'=7" 8'-3" 7'-10" 7'-6" LIVE 0.024 10'-9" 10'=4" 9'-11" 10'-1" 9'-9" 9'-3" 8'-10" LIVE 0.024 8'-9" 8'-2" 7'-8" T-11" 7'-6" 6'-10" 6'-4" LIVE 0.024 9'-0" 8'-7" 8'-3" 8'-5" 8'-1" T 8" T-3" LIVE 0.024 11' 8" 11'-3" 10'-9" 11'-0" 10'-7" 10'-V' 9'-7" 0.032 13'-7" 13;_1" 12'_7' 12'-9" 12,-4" 11'-8" 11'_2" 0.032 12'_4" 11'-8" 11'-0" 11'4' 10'-9" 10%0" 9'-4" 0.032 11'-3" 10'-9" 10,_4" 10,-6" 10'-2" 9'-7" 9'-2" 0.032 12,-10" 12'-0" 12.2" 12.4„ 12-0" 11'_7" 11'-3" 0.036 14'-11" 14' 4" 13'-9': 14'-0" 13'-6" 12'-10" 12'-3" 0.036 13'-11" 13'-2" 12'-6" 12'-10" 12'-3" 11'-5" 10'-9" 0.036 12'-2". 11'-8" 11'-3", 11'-5" 11'-0" 10'-5" 9'-11" 0.040 13'-9" 13'-5" 13'-1" 13'-3" 12'=11" 12'-6" 12'-1" 20 0.018 7,-0" 7'-3" T-0" 7'-2" 6'-10" 6'-7" 6'-4" 20 0.018 4'-0" T-9" 3'-6" 3'-8" 3'-4" 3'-0" 2'-9" 20 0.018 5'-10" 5'-8" 5'-5" 5'-0" 5'-3" 4'-4" 4'-2" 20 0.018 8'4" 7'-9" 7'-0" 7'-7" 7'-3" 7'-0" 6'-9"' LIVE 0.024 9'-5" 9'-1" 8'-10" ,8'-11" 8'-7" 8'-2" T-11" LIVE 0.024 7'-1" 6'-8" 6'4" 6'-6" 6'-1" 5'-8" 5'-4" LIVE 0.024 7'-9" T-6" T-3" T-5" 7'-1" 6'-9" 6'-6" LIVE 0.024 10'-3" 9'-11" 9'-7" 9'-9" 9'-4" 8'-11" 8'-7" 0.032 11'-11" 11'-0" 11'-2" 11'-4" 10'-10" 10'-5" 10'-0" 0.032 10'-3" 9'-9" 9'-4" 9'-7" 9'-0" 8'-6" 8'-0" 0.032 9'-9" 9'-5" 9'-2" 9'-4" 8'-11" 8'-6" 8'-2" 0.032 11'-9" 1V-6" 11'-3" 11'4" 11'-0" 110'-9" 10'-6" 0.036 13'-1" 12'-8" 12'-3" 12'-5" 11'-11" 11'-5" 11'4" 0.036 1 11'-8" 11'-2" 10'-9" 11'-0" 10'-4" 9'-9" 9'-3" 0.036 .10'-7" 10'-3" 9'-11" 10'-1" 9'-8" 9'-3" 8'-11" 0.040 12'-7" 12'-4" 12'-1" 12'-3" 11'-10" 11 W" 11'-3" 25 0.018 7'-5" T-2" 6'-11" T -O" 6'-10" 6'-7" 6'-4" 25 0.018 3'-11" 3'-8" 3'-5" 3'-7" 3'-3" T-0" 2'-9" 25 0.018 5'-9" T-6" 5'4" 5'-5" 5'-3" 4'4" 4'-1" 25 0.018 T-10" 7'-7" 7'-5" 7'-0" 7'-3" 7'-0" 6'-9" 0.024 9'-3" 8'-11" 8'-8" 8'-10" 8'-7" 8'-2" T-11" 0.024 6-10" 6'-0" 6'-3" 6'-4" 6'-1" 5'-8" 5'4" 0.024 7'$" 7'-5" T-2" 7'-3" 7'-1" 6'-9" 6'-6" 0.024 10'-1" 9'-9" 9'-5" 9'-7" 9'4" 8'-11" 8'-7" 0.032 11,-8„ 11'4" 11'-0" 11,_2" 10'-10" 10'-5" 10'-0" 0.032 10,-0" 9'-7" 9'-2" 9'-4" 9'-0" 8'-0" 8'-0" 0.032 9'-7" 9'-4" 9'-0" 9'-2" 8'-11" 8'-6" 8'-2" 0.032 11'_7' 11'-4" 11,4„ 11'-3" 11'4" 10`_9„ 10,-6" 0.036 12'-10" 12'-5" 12'-1" 12'-3" 11'-11" 11'-5" 11'4" 0.036 11'-5" 11'-0" 10'-0" 10'-9" 10'-4" 9'-9" 9'-3" 0.036 10'-5" 10'-1" 9'-10" 9'-11" 9'-8" 9'-3" 8'-11" 0.040 12'-6" 12'-3" 12'4" 12'-1" 11'-10" 11'-7" 11'-3" 30 0.018 T -O" 6'-10" 6'-8" 6'-9" 6'-6" 6'-4" 6'-1" 30 0.018 3'-8" 3'-5" T-2" , 3'-4" T-1" .2'-10" 2'-7" 30 0.018 5'-5" , 5'-3" 4'-6" 5'-2" 4'-5" 4'-2" 4'-0" 30 0.018 T-6" 7'-3" T-1" T-2" 6'-11" 6'-9" 6'-0" 0.024 8'-10" 8'-7" 8'-4" 8'-5" 8'-1" T-11" T-7" 0.024 6'-4" 6'-1" 5'-10" 5'-11" 5'-7" 5'-4" 4'-0" 0.024 7'-3" T-1" 6'-10" 6'-11" 6'-8" 6'-0" 6'-3" 0.024 9'-7" 9'-4" 9'-1" 9'-2" 8'-10" 8'-7" 8'-4" 0.032 11'-2" 10'-10" 10'-7" 10'-8" 10'-3" 10'-0" 9'-8" 0.032 9'-4" 9'-0" 8'-8" 8'-10" 8'-4" 8'-0" 7'-7" 0.032 9'-2" 8'-11" 8'-8" 8'-9" 8'-5" 8'-2" 7'-11" 0.032 11'-3" 11'-0" 10'-10" 10'-11" 10'-8" 10'-6" 10'-3" 0.036 12'-3" 11%11" 11'-7" 11'-9" 11'4" 11'-0" 10'-8" 0.036 10'-9" 10'4" 9'-11" 10'-2" 9'-7" 9'-3" 8'-10" 0.036 9'-11" 9'-8" 9'-5" 9'-6" 9'-2" 8'-11" 8'-7" 0.040 12'-1" 11'-10" 11'-8" 11'-9" 11'-6" 11'4" 11'-0" 36 0.018 6'-8" 6'-6" 6'4" 6'-4" 6'-3" 6'-0" T-10" 36 0.018 3'-4" T-1" 2'-11" 3'-1" 2'-10" 2'-8" 2'-1" 36 0.018 4'-7" 47' 4'-3" 4'-5" 4'-2" 4'-0" 3'-10" 36 0.018 7'-1" 6'-11" 6'-9" 6'-10" 6'-8" V-5" 6'-3" 0.024 8'4" 8'-1" 7'-11" 8'-0" T-9" 7'-0" T-3" 0.024 5,_10" 5'-7" 5'4" 5'-5" 5'-3" 4'-1" 3'-9" 0.024 6'_10" 6'-8" 6'-6" 6'-7" 6'-5" 6'-2" 6'-0" 0.024 9'-1" 8'-10" 8'-7" 8'-9" 8'-0" 8'-3" 8'-0" 0.032 10'-7" 10'-3" 10'-0" 10'-2" 9'-11" 9'-7" 9'-3" 0.032 8'-8" 8'4" 8'-0" 8'-2" T-11" 7'-0" 7'-2" 0.032 8'-8" 8'-5" 8'-2" 8'-4" 8'-1" 7'-10" T-7" 0.032 10'-10" 10'-8" 10'-6" 10'-7" 10'-5" 10'-2" 9'-10" 0.036 11,_7, 11'-4' 11'-0" 11'-2" 10,_11„ 10,-6" 10'_2" 0.036 9,_11„ 9'-7" 9'-3" 9'-5" 9'-1" 8'-8"8'4" 0.036 9'-5" 9'-2" 8'-11" 9'-0" 8'-10" 8'-6" 8'-3" 0.040 11'-8" 1V-6" 11'-3" 11'_4' 11,_2" 10%11" 10,_9„ 42 0.018 6'4" 6'-2" 6'-0" 6'-1" V-11" 5'-9" 5'-7" 42 0.018 T-1" 2'-11" 2'-9" 2'-10" 2'-8" 2'-1" 0'-0" 42 0.018 4'-5" 4'-3" 4'-1" 4'-2" 4'-0" T-10" 3'-8" 42 0.018 6'-9" 6'-7" 6'-5" 6'-6" 6'4" 6'-2" 6'-0" 0.024 7'-11" 7'-8" 7'4" 7'-7" T-5" 7'-2" T-0" 0.024 5'-4" 4'-5" 4'-2" 4'-4" 4'-1" T-10" 3'-7" 0.024 6'-0" 6'-4" 6'-2" 6'-3" 6'-1" T-11" 5'-9" 0.024 8'-7" 8'-5" 8'-3" 8'-4" 8'-2" T-11" 7'-8" 0.032 10'-0" 9'-9" 9'-7" 9'-8" 9'-5" 9'-2" 8'-11" 0.032 8'-0" 7'-9" 7'-6" T-7" 7'-4" T-0" 6'-8" 0.032 8'-2" 8'-0" 7'-10" 7'-11" 7'-9" 7'-6" T-3" 0.032 10'-0" 10'-4" 10'-2" 10'-3" 10'-1" 9'-9" 9'-6" 0.036 11'-0" 10'-9" 10'-6" 10'-8" 10'-5" 10'-1" 9'-9" 0.036 9'-3" 9'-0" 8'-8" 8'-10" 8'-7" 8'-2" 7'-10" 0.036 8'-11" 8'-8" 8'-6" 8'-7" 8'-5" 8'-2" 7'-11" 0.040 11'-3" 11'-1" 10'-11" 11'-0" 10'-10" 10%8" 10'-5" 50 0.018 5'-11" 5%10" 5'-8" 5'-9" 5'-7" 5'-5" 5'-4" 50 0.018 2'-9" 2'-8" 2'-2" 2'-7" 2'-2" 0'-0" 0'-0" 50 0.018 4'-2" 4'-0" T-11" 4'-0" 3'-10" 3'-8" 3'-6" 50 0.018 6'-4" 6'-3" 6'-1" 6'-2" 6'-0" 5'-10"r7'-4 " 0.024 7'-5" 7'-3" 7'-2" 7'-2" T-1" 6'-10" 6'-8" 0.024 4'-3" 4'-1" T-11" 4'-0" 3'-9" 3'-7" 3'-4" 0.024 6'-1" 6'-0" 5'-10" 5'-11" 5'-9" 5'-7" 5'-5" 0.024 8'-2" 8'-0" 7'-10" T-11" 7'-9" 7'-6"0.032 9'-5" 9'-3" 9'-1" 9'-2" 9'-0" 8'-9" 8'-0" 0.032 7' 4" 7'-2" 6'-11" T-0" V-10" 6'-0" 6'-3" 0.032 T-9" 7'-7" 7'-5" 7'-6" 7'-4" 7'-1" 6'-11" 0.032 10'-1" 9'-10" 9'-8" 9'-9" 9'-7" 9'-4,1'• 0.036 10'-5" 10,_2" 10'-0" 10,_1" 9'-11„ 9'-7" 9'-4" 0.036 8'-7"8'-4"8'-1" 8'-2" 7'-11" 7'-7" 7'4" t 0.036 8'-5" 8'-3" 8'-1" 8'-2" 8'-0" 7'-9" 7'-6" 0.040 10'-10" 10'-9" 10'_7" 10'-8" 10'-6" 10'-4"_2" 60 0.018 5'-7" 5'-5" 5'-4" 5'-5" 5'-4" 5'-2" 0'-0" 60 0.018 2'-3" 2'-2" 2'-0" 2'-1" 0'-0" 0'-0" -U 0'" 60 0.018 3'-11" 3'-9" 3'-8" 3'-9" 3'-7" 3'-6" 0'-0" 60 0.018 6'-0" 5'-10" 5'-9" V-10" 5'-9" 5'-7" 5'- 0.024 7'-0" 6'-10" 6'-9'' 6'-9" 6'-8" 6'-0" 6'-4" 0.024 3'_11" 3'-9" 3'-7" T-8" 3-6„ 3'-3" 0'-0" 0.024 5'-9" 5'-7" 5'-6" 5'-7" 5'-5" 5'_3" 0'-0" 0.024 7'-8" 7'-0" 7'-5" T-5" 7'-4" 7'_2" -0" 0.032 8,_11„ 8'-9" 8'-7" 8'-8" 8'-6" 8'-3" 8'-1" 0.032 6'-8" 6'-6" 6'-4" 6'-5" 6'-3" 6'-0" 5'-9" 0.032 7'-3" T-1" T -O" 7'-0" 6'-11" 6'-9" 6'-7" 0.032 9'-6" 9'4" 9'-2" 9'-3" 9'-1" 8'-10" 8'-8" 0.036 9'-9" 9'-7" 9'-5" 9'-6" 9'4" 9'-1" 8'-11" 0.036 7'_10" 7'-7" T-5" T-6" 7'4" 7'-1" 6'-9" 0.036 T-11" T-9"• T-7" 7'-8" 7'-6" 7'-4" 1 7'-2" 0.040 10'-5" 1 10'4" '10'-2" 10'-3" 10'_2" 9'-11" 9'-8" TABLE 4.16 Amerimax Standard Plan (2016 CBC) 1/31/2017 I ADLC 4.1 / Page 36 of 83 I ADLC 4.10 I ADLC 4. I U May 31 2017 TABLE 4.16 Amerimax Standard Plan (2016 CBC) 1/31/2017 I ADLC 4.1 / Page 36 of 83 I ADLC 4.10 I ADLC 4. I U May 31 2017 Table 4.20 Maximum Tributary Width for Each Header/Panel and Number of #10 Screw Combination 115 MPH EXPOSURE B110 MPH EXPOSURE C O 115 MPH EXPOSURE C O 140 MPH EXPOSURE C OR 150 MPH EXPOSURE C OR 160 MPH EXPOSURE C OR 160 MPH EXPOSURE C OR Panel 130 MPH EXPOSURE B 130 MPH EXPOSURE B 130 MPH EXPOSURE B 160 MPH EXPOSURE 170 MPH B 170 MPH EXPOSURE 180 MPH B B 180 MPH EXPOSURE Headers B 1 2 3 Headers Thickness1 3 2 3 4 2 3 4 2 3 4 2 3 4 5 6 2 3 4 5 6 7 2 3 '4 5 6 7 8 at Header/Panel (in) Number of #10 Sheet Metal Screws Required per foot at Header/Panel Connection Dble Headers 0.018 6' 3' 7' 10' MAX 5' 8' MAX 5' 7' MAX 3' 5' 6' 8' MAX 3' 4' 5' 7' 8' MAX 2' 3' 5' 6' 7' 8' MAX Dble Headers 0.018 Single 3x8 0.018 3' 7' 10' MAX 5' 8' MAX 5' 7' MAX 3' 5' 6' 8' MAX 3' 4' 5' 7' 8' MAX 2' 3' 5' 6' 7' 8' MAX All Others 0.018 3' 7' 10' MAX 5' 8' MAX 5' 7' MAX 3' 5' 6' 8' MAX 3' 4' 5' 7' 8' MAX 2' 3' 5' 6' 7' 8' MAX Dble Headers 0.024 4' 9' MAX MAX 7' 10' MAX 6' 9' MAX 4' 6' 8' 10' MAX 4' 5' 7' 9' 11' MAX 3' 5' 6' 8' 9' 11' MAX Single 3x8 0.024 4' 9' MAX MAX 7' 10' MAX 6' 9' MAX 4' 6' 8' 10' MAX 4' 5' 7' 9' 11' MAX 3' 5' 6' 8' 9' 11' MAX All Others 0.024 4' 9' MAX MAX 7' 10' MAX 6' 9' MAX 4' 6' 8' 10' MAX 4' 5' 7' 9' 11' MAX 3' 5' 6' 8' 9' 11' MAX Dble Headers 0.032 6' 12' MAX MAX 9' 13' MAX 8' 12' MAX- 5' 8' 11' 14' MAX 5' 7' 9' 12' 14' MAX 4' 6' 8' 10' 12' MAX MAX Single 3x8 0.032 6' 12' MAX MAX 9' 13' MAX 8' 12' MAX 5' 8' 11' 14' MAX 5' 7' 9' 12' 14' MAX 4' 6' 8' 10' 12' MAX MAX All Others 0.032 6' 12' MAX MAX 9' 13' MAX 8' 12' MAX 5' 8' 11' 14' MAX 5' 7' 9' 12' 14' MAX 4' 6' 8' 10' 12' MAX MAX Dble Headers 0.036 6' 12' MAX MAX 9' 14' MAX 8' 12' MAX 6' 8' 11' 14' MAX 5' 7' 10' 12' 14' MAX 4' 6' 8' 11' 13' 15' MAX Single 3x8 0.036 7' 13' MAX MAX 10' 15' MAX 9' 14' MAX 6' 9' 12' 15' MAX 5' 8' 11' 13' MAX MAX 5' 7' 9' 12' 14' MAX MAX All Othersl 0.036 1 7' 13' MAX MAX 10' 15' MAX 9' 14' MAX 1 6' 9' 12' 15' MAX 1 5' 8' 11' 13' MAX MAX 5' 7' 9' 12' 14' MAX MAX Table 4.20 Maximum Tributary Width for Each Header/Panel and Number of #10 Screw Combination Table 4.21 MaximumTributaryWidth for Each Header/Panel and Number of #14 Screw Combination Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 carl putna rri ftomcast. net. Amerimax Standard Plan (2016 CBC) 1/31/20 4 Page 37 of 83 May 31 2017 115 MPH EXPOSURE B110 MPH EXPOSURE C O 115 MPH EXPOSURE C O 140 MPH EXPOSURE C OR 150 MPH EXPOSURE C OR 160 MPH EXPOSURE C OR 130 MPH EXPOSURE B 130 MPH EXPOSURE B 160 MPH EXPOSURE B 170 MPH EXPOSURE B 180 MPH EXPOSURE B Headers 1 2 3 1 2 3 1 2 3 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 6 Number of #14 Sheet Metal Screws Required per foot at Header/Panel Connection Dble Headers 0.018 6' MAX MAX 5' MAX MAX 4' 9' MAX 3' 6' 9' MAX MAX 3' 5' 8' MAX MAX 2' 4' 7' 9' MAX MAX Single 3x8 0.018 6' MAX MAX 5' MAX MAX 4' 9' MAX 3' 6' 9' MAX MAX 3' F 8' MAX MAX 2' 4' 7' 9' MAX MAX All Others 0.018 6' MAX MAX 5' MAX MAX 4' 9' MAX 3' 6' 9' MAX MAX 3' 5' 8' MAX MAX 2' 4' 7' 9' MAX MAX Dble Headers 0.024 8' MAX MAX 6' MAX MAX 5' 11' MAX 4' 7' 11' MAX MAX 3' 6' 9' MAX MAX 3' 6' 8' MAX MAX MAX Single 3x8 0.024 8' MAX MAX 6' MAX MAX 6' MAX MAX 4' 8' MAX MAX MAX 3' 7' 10' MAX MAX 3' 6' 9' MAX MAX MAX All Others 0.024 8' MAX MAX 6' MAX MAX 6' MAX MAX 4' 8' MAX MAX MAX 3' 7' 10' MAX MAX 3' 6' 9' MAX MAX MAX Dble Headers 0.032 8' MAX MAX 6' 12' MAX 5' 11' MAX 4' 7' 11' MAX MAX 3' 6' • 9' 13' MAX 3' 6' 8' 11' 14' MAX Single 3x8 0.032 11' MAX MAX 8' MAX MAX 8' MAX MAX 5' 10' MAX MAX MAX 4' 9' 13' MAX MAX 4' 8' 12' MAX MAX MAX All Others 0.032 11' MAX MAX 8' MAX MAX 8' MAX MAX 5' 10' MAX MAX MAX 4' 9' 13' MAX MAX 4' 8' 12' MAX MAX MAX Dble Headers 0.036 8' 15' MAX 6' 12' MAX 5' 11' MAX 4' 7' 11' 15' MAX 3' 6' 9' 13' MAX 3' 6' 8' 11' 14' MAX Single 3x8 0.036 11' MAX MAX 8' MAX MAX 8' MAX MAX 5' 10' MAX MAX MAX 4' 9' 13' MAX MAX 4' 8' 12' MAX MAX MAX All Others 0.036 1 12' MAX MAX 9' MAX MAX 9' MAX MAX 1 6' 12' MAX MAX MAX 5' 10' 15' MAX MAX 1 4' 9' 13' MAX MAX MAX Table 4.21 MaximumTributaryWidth for Each Header/Panel and Number of #14 Screw Combination Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 carl putna rri ftomcast. net. Amerimax Standard Plan (2016 CBC) 1/31/20 4 Page 37 of 83 May 31 2017 ' ' • '1 Header � Table 5.1 ',tri.. s. Detail - trib 3' - . cubic footing "d" a , ,Constrained Min Uplift Footing (in) Port . Footing Max Post Length T e - In - 8' 12"' 15' •- cubic footing "d" _ Constrained I trib Min Uplift Footing (in) Port A Footing s Max Post Length 3.5' " T - e fini 8' 12' 15' ._ cubic footing."d" a - t Constrained crib Min Uplift Footing (in) " Post Footing Max Port Length 4'11 L T e in) 8' 12' 15' trib 4.5' cubic footing "d" Constrained. Min' Uplift ' Footing (in) Port Footing Mae Port Length Type ' In WO 12' 15' _ - trib ; Min Port ° S' Tv.e cubic footing "d" Constrained Uplift Footing (in) Fooling Max Port Length In 8' 12' 15' , trib S.5' Min Post - T e cubic footing "d"`• Constrained Uplift Footing (In) - Fooling Max Post Length In B' ' 12" 15' - x. trib Min Post 6' T e cubic footing "d" Constrained Uplift Footing (in) Footing Max Post Length In 8' 12' 15' trib Min Port 6.5' • T e cubic footing "d" Constrained Uplift Footing (in) Footing Max Post length in 8' 12' 15' ) _ trib •^ Min Port T Tvoe cubic footing "d". Constrained Uplift- , Footing (in) s. Footing Max Post Length In 8' - 12' - 15' - trib Min Port 7.5' T e cubic footing "d" . • Constrained Uplift Footing (in) Footing Max Pori Length in 8' 12' IS' On Slab • On Slab 11-30 " A2 10-1 " A2 8-11 " A2 - • 7-11 ,� A2 - , - 7-1 ,. A2 _ " 6.5 - A 2 t '- 1" 5 1 A2 - • 5'.5" A2 SECTION 5.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR SOLID COVERS 4'-9" '• A2 0.042"z3"x9" N30 9'- " 6 Al 16 . � 24 >. 27 16 8'-8" Al 18 24 �•' 26 28 8'-0" Al 19 23 26 - 27 T-4" • . Al 19 23 • 25 27 6'-10" z 19 22 + 25 26 '- " 6 5 . A 2 19 22 2 4 26 6'-1" A 2 20 22' -24 25 V-9" Ground Snow Load_ : 0 sf F ' 5'-S" A2 Live Load: 10 psf 5'-2" - A2 Roof Desi n load 24 17 psf N25 Wind Sp eed: 110 MPH EXPOSURE BSeismic 13'-1" A2 21 26 • 29 31 12'-2" • . 22 Ss= 150% •-B 22 Seismic Design Category D 22 r • Freestanding or Attached Structures • 22 25 27 footing "d" 9'-6" C 23 cubic footing "d" 27 28 9'-1" - cubic footing "d" 23 24 27 cubic footing "d" 8'-8" C 23 cubic footing "d" 26 • 28 8'4" cubic footing "d" 23 23 126 cubic footing "d" Double 2"x6.625" N25 12'-8" cubic footing "d" - 20 25 28 • cubic footing "d" A2 20 - cubic footing "d" A2 - 21 24 26 28 cubic footing "d" - A2 Table S.1 *. 28 9'-7' Constrained 21 23 26 27 Constrained B . r 23. 25 Constrained 8'-8'1 C 22 23 Constrained 6-3" C 22 22 Constrained 26 7'-1111 C Constrained 22 24 26 Constrained C 23 22 Constrained 26 5.5" Extruded Fascia . Vr SO' -9" Constrained 19 23 25 27 Constrained A2 19 22 •25 Constrained ' 19 crib Min Uplift Footing (in) • trib Min Uplift Footing (in) trib Min Uplift Footing (in) A2 ' trib Mini Uplift Footing (in) 6'-9" trib Min • Uplift Footing (in) trib' Min Uplift Footing (In) 24 Crib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (In) Al trib Min Uplift Footing (in) trib Min Uplift Footing (in) e 21 23 -_' 24 8'-1" Port Fooling Max Port Length 7'-6" L Port Footing Max Port Length' 22 Port Footing Max Post Length 20 Pint Footing Max Post Length 6'-7", ' Post Footing Max Port Length 24 Port Footing Max Post Length _ • Post Footing Max Poet Length A2 Port Footing Mas Post Length 5'4" Post Fooling Max Port Length 25 Post Footing Max Port Length 20 • Post Footing Max Port Length Header Detail 3' •T a In 8' 101 12' 3.5' Type in 8' 10' 12' 4' Tvpe AM 8' 10' 12' 4X- Type firil 8' 30' 12' S. TVDe in 8' 30' 12' S.5' Type in 8• 10' 2- 6' Tv.e in 8' 10 -12' 6.5' Tvoe lint 8' IV 12' 7' TvDe in 8' 10 12' 7.5' Type in 8' 10' 12' 8'T e in 8' 0' 12' r On Slab -•'+ On Slab 22'-B" A2 23 24 26 28 19'-S" A2 24 23 26 28 17'•0" A2 24 231 26 ' 27 11'-1"' - D 25 IS' -1" A2 27 10'•9" D -.25 13'•7" A2 27 10-7" D 1211" A2 25 - - 16 G Steel C 11'-0". A2 22 28' 31 33 10'-5" Al 22 27 30 32 13'•10" 9'•8" A2 27 - 30 -- 31 12'-7" C - 23 -- 26 29 91-1" A2 C 23 25 28 8.". - A2 C 23 25 0.042"0"x8" N30 11'4" Al 19 26 27 28 30'-10" Al 20 25 26 28 30'-0" Al 20 25 26 17 9'-3" Al 10 24 25 27 8'•8" Al 21 24 25 16 8'-2" Al 21 13 25 26 7'-9" Al 21 23 24 16 7'-0" Al 21 13 24 25 7'-0" A2 22 22 24 25 6'•8" A2 22 22 23 25 6'-5" A2 22 22 23 24 - D Double 3"x8" N25 17'-3" r A2 22 28 30 31 16'-0" A2 23 28 29 31 14'-11" A2 23 .27 29 30 13'•10'• A2 - 23 - 27 28 30 13'-1" A2 24 26 28 29 12'-S" A2 24 16 27 29 11'-30" B 24 26 27 28 11'-3•' B 25 25 27 28 101.10" C 25 25 • 26 28 10'-S• C 25 25 26 27 10'•0•' C 25 - 25 26 27 16'•7" Double 2"x6.625" N25 15'-0" Al 21 26 26 29 14'-3" A2 22 26 27 28 13'-0" A2 22 25 27 28 12'4" A2 23 25 26 -27 11'-9" A2 23 24 '26 27 11'4" A2 23 24 25 27 10-811 A2 24 24 25 26 10'-1" A2 24 23 25 26 9'-9" A2 24 23 25 26 9'-S" - A2 24 23 24 26 9'-1" B 25 23 24 25 29'-3" 55" Extruded Fascia L 13'-0" Al ' 20 - 24 25 27 12'•3" Al 21 23 25 26 11'4" Al - 21 23 24 25 104" Al 21 22 24 25 9'•9" ' A2 22 22 23 25 9'4" A2 22 22 23 24 8'•8" A2 22 22 23 24 8'4" A2 22 21 22 23 7'-9"- A2 22 21 22 24 T-5" A2 23 22 23 24 7'-2" A2 23 22 23 24 29 California Fascia N30, G 13'-0" Al 20 23 24 25 12'-2" Al 21 22 24 25 11'-3" Al 21 22 23 24 1014" Al 21 22 23 24 9'•8" . A2 22 21 22 23 •9'-1" A2 22 21 22 23 8'-7" A2 22 21 22 23 8'-1" A2 22 21 22 23 7'-8" A2 22 21 22 24 7'4" A2 22 22 23 24 7' 1" A2 23 22 23 24 Al • - •, Alaskan Fascia K 15'-9" Al 21 25 26 28 14•-7" A2 22 24 26 27 13'-6" .A2 22 24 25 • 27 12'-6" A2 23 23 25 26 11'-10" A2 23 . 23 24 26 11•-3" A2 23 23 24 25 101•8•• A2 24 . 23 24 25 30'-1'• A2 24 22 24 25 9'4" A2 24 22 23 24 9'4" A2 24 22 23 24 8'-11" B' 25 22 23 24 23+ Classic Fascia H 21'-3" A2 24 27 29 30 20•-3" A2 24 27 29 30 19'-0" C 25 27 28 29 17'-9" C - 25 26 28 29 16'-11" C 26 26 27 29 16'-2" C - 26 25 27 28 W-15" C 27 25 27 28 14•-10•'C 8'•7" - 27 25 26 28 14'4" D 27 25 26 27 13'-10" D 28 24 26 27 13'•5" D 28 24 26 27 ' 16 G Steel C N9, T 21'-7" A2 24 30 32 33 19'-7" • A2 24 29 31 32 18'-O" B 25 28 30 32 16'4'• B 25 28 29 31 15'-3" C 25 • 27 29 30 14'-3" C 25 27 28 30 13'-6" C 26 26 28 29 12'-7" C 26 . 26 28 . 29 11'-11" C 26 26 27 28 11'•2" C 26 25 27 28 10'-6" - C 26 - 25 26 28 25 14 G Steel C N9, T 25'•5" C 25 31 33 34 23•-2" C 26- 30 32 34 21'4" C - 26 30 31 33 19'-5" C 26 29 31 32 18'-2" C 27 29 30 t• 32 17'•2•' C 27 28 30 31 16'-2" C • - 27 28 29 31 15'•2" D 27 27 29 30 14'•5" D 27 27 28 30 13'-10" D 18 27 28. 30 13'-2' D' 28 : 26 28 29 x . •• • 12 G Steel C N9, T 34'-9" D 28 34 36 37 31'•11" D - 28 • 33 • 35 36 29•-8" D 29 32 34 36 27'-3" D 29 - 32 33 35 25'-9" D 30 31 33 35 24'4" E - 30 - 31 33 34 23•-2". E 31 30 32 34 21'-10" E 31 30 32 33 20'-11" E 31 30 31 33 201•1" E - 31 29 - 31 32 19'1" E 32 29 31 32 27 Double 16 G Steel C . -. N9, N25, T 37'4" -D 29 34 - 36 ' 38 35'•1" - D 29 34 36 37 32'-10" . E 30 33 -35 37 301-7" E 30 !. 33 34 36 29'-0" E 31 32 . 34 36 27'•8" _ E 32 • 32 . 34 35 26'-6" E 32 31 33 35 25•-3" E - 32 31 33 34 24'4" E 33 31 33 34 23'-6" E 33 30 32 34 22'-8" FI - 33 30 32 . 33 w Double 14 G Steel C N9, N25, T 40'-0" D 129 35 37 39 39'-0' E 30 35 • 37 38 36'-7" E 31 34 36 38 34'•2" E 32 33 35 37 32'-6•'. E 32 33 35 • 37 31'-0" E 33 33 35 36 29'-9" E 33 32 34 36 28•4"' F1 34 32 34 35 27'4" F1 • 34 32 34 35 26'-S" - FS 34 31 33 35 25•4" F3 35 31 33 35 D Double 12 G Steel C • N9, N25, T 40'-0" D 29 35 37 39 40'-0" E 31 35 37 39 40'-0" 4E 32 35 37 39 40'-0" -E 33 35 37 39 39'•9•' F1 34 35 37 39 38'-0" Fl 35 34 36 38 36•-6" Fl 36 34 36 38 34'40'• Fl 36 34 36 37 33'-7" Fl 36 33 35 37 32'-7" Fl 37 33- 35 37 31'-7" Fl - 37 33 35 36 22 Steel Cloverleaf • • W 11'4•' Al 19 20 21 22 30'-7" Al . 20 19 20 21 9'-9" - Al 20 19 20 21 9•-0" - -Al •+ 20. 19 20 21 8'-S" Al 21- 19 21 22 81-0" Al ' 21 20 21 22 7'-7" Al 21 20 2223 28 7'-1•' - Al 21 21 22 23 6'-10' Al 21 21 22 14 6'-6" A2 22 22 23 24 6'•3" - A2 22 22 23 24 , DBL Steel Cloverleaf . . AA _ 17'-9" A2 - 22 ... 22 23 24 16'-6" A2 23 22 23 24 15'-6" A2 23 21 23 24 14'-6" A2 24 21 22 23 13•-9" A2 241 21 22 23 13'•2•' .+ B 25 20 22 23 12•-8" C 25 20 22 23 12'•1" C 25 21 22 -23 11••8'• C 26 21 22 24 11'•3" 'C 26 - 22 • 23 24 10'-11" . C 26 22 23 •24 Classic Fascia s 4x31 Beam 'Y - - 14'-9" c Al, -21 23 24 25 13'-8" Al 21 22 24 25 12'-6" A2 22 22 23 24 11'4" . A2 22 •+ 21 22 24 101-6'• A2 22 21 22 23 9'-30" - A2 22 20 22 . 23 9'-3" A2 23 20 - 22 23 8'w7*' - A2 23 21 22 23 8' 1" A2 23 21 22 24 7'-8" A2 23 21 23 24 7'4" +. A2 23 22 23 24 F a 7x41 Beam Q 20'-10' . A2 23 19 . 30 32 20-3" B 24 28 30 31 19'•7•• C 25 28 30. 31 18'41" C 26 28- 30 31 18'-7" C 27 28 29 31 17'-10" C 27 27 29 30 16'-9" 0 27 27 29 30 15•-8" D 28 27 28 29 14•-11" D 28 26 28 29 14'-2" D - - 28 16 27 29 13'-7" D - 28 26 27 28 24 26 28 8'•3" D - trib Min Uplift , Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) - trib Min ; Uplift Footing (in) trib • Min Uplift Footing (in) trib Min Uplift Footing (In) trib Min Uplift Footing (in) trib Min Uplift Footing,(in) trib Min Uplift Footing (in) trib • Min Uplift Footing (in) E 29 27 30 32 I E 29 Port Footing Max Port Length 30 Post Footing Max Port Length 30 Port Footing Max Post Length 30 Post Footing' Max Port Length 1 t Post Footing Max Port Length • Post Footing • Max Port Length 28 Port Footing Mas Port Length 31 Post Footing Max Post Length 30'4" Port Footing ' Max Port Length 30 Port Footing Max Port Length 29 30 Double 16 G Steel C - N9, N25, T Header Detail S.S' T e in 8' 10" 12' 9' T e in B' 301 12' 10' T -e' in • 81 30' 12' 11' - Type in a 8' 30' 12' '12' '- Type In 8' 10' 12' 13'_ Type in 8' 10' 12' 14' Type in • 8' 10' 12' 15' Tvoe in 8' 30' 12' 16' TvDelint 12'-9" 8' 30' 12' - 17' T e in 8' 10 12' FS 33 • . 30 - 33 35 On Slab On Slab 8'-011 A2 35 19'-30" . F2 33 29 32 • 34 7'-6" . A2 34 29 32 34 18'•9" 61-9" A2 . 29 32 34 17'-10" 6'-2" A2 28 31 _ 17'-011 5'-8" 11 28 31 33 5'•2" A2 - 28 31 4'-10" A2 F3 36 • 27 30 4•4" A2 F3 - 36 27 4'•3" A2 Double 12 G Steel C N9, N25, T 24'•1" F2 4'-0" A2 36 23'-8" F2 35 31 34 36 23'-2" ..- 35 " 0.042".3"x8" 1,130 6' 1•• A2 22 22 24 25 V-11" - A2 22 t - 23 24 25 5'-6" - A2 23 23 25 26 5'•1" A2 23 - 24 25 "26 4'-9". A2 23 ' 24 26 27 ' 4'-6" A2 23 25 26 28 4'•3" A2 23 25 27 28 4'-0" A2 23 26 27 29 3'-10" A2 23 26 28 29 3' 7" A2 - 23 27 28 29 4'4" A2 20 A . Double 3"x8" N25 9'-7" C 26 24 26 27 9'-0" C 26 24 25 27 W-9" C 26 24 25 26 8'-2" - C 26 24 25 26 7'-9" C 27 24 26 27 7*4" C 27 25 26 26 7'-0" D 27 25 ' 27 26 6'-8" D 27 26 27 - 29 6' S" D - 28 26 18 29 6'-2" D 28 27 28 29 26 t 26 27 Double 2"x6.625" - -• N25 8'-8" B 25 23 24 25 8'•5" C 25 23 24 25 8'-0" • C 26 23 25 26 7'-6" • C 26 24 25 26 7'-2•' C - 26 24 26 27 6'-9" C 26 25 26 28 6'-6" C 27 25 27 28 6'-3" C 27 26 27 29 6'-0" C 27 26 28 29 5'•9" C 27 27 28 29 28 3'-9" A2 4 -- 5.5" Extruded Fascia L 6'-9" A2 13 22 . 24 25 6'-6" A2 23 •' 23 24 25 6'-1" � A2 23.�• 23 "25 � 26 5'-8" ' � A2 23 _24 25 26 5'-4" A2 '24 24 26' 27 S'-0" A2 24. 25 26 28 4'-9" A2 24 25 27 26 4'-5" A2 � 24 26 27 29 4'-3" A2 24 26 16 19 4'-0" A2 24 27 28 29 27 - 6'•9" ' ' California Fascia N30, G 6'-8" A2 - -23 - 22 24 25 6'-5" A2 - 23 '• 23 24 25 6'-0" A2 23 23 25 ' 26 5'-6" A2 23 24 25 26 5'-2" A2 24 24 . 26 27 4'-10" A2 24 25 26 - 28 4'-7" A2 24 25 27 28 4'4" A2 24 26 '. 27 29 4'-2" A2 24 26 28 29 3•-11" A2 24 27 28 29 _ * Alaskan Fascia K 8' 7" B 25 22 24 25 8--3-- C 25 23 24 25 7'w9'* C 25 23 25 26 7'•3" C ' 25 24 25 26 6'-11'• C -- 26 24 26 27 ' 6'-6" - C 26 25 26 28 6'-3" C •- 26 -• - 25 27 '28 5'-11" C 26 26 27 29 5'-8" C 27 26 28 29 5'•5" r C 27 27 28 29 • t Classic Fascia H 13'-0" D 28 24 25 27 12•-8" D 29' 24 25 27 12'-0" D 29 24 25 26 11'-5" D 30 24 25 26 11'-V' E 30 24 26 27 30'-6"- - E 30 25 26. 28 30'-1" E 31 25 27. 28 9'-8" E 31 26 27 29 9'4" -E 31 26 28 29 B'-11•' E 32 27 28 29 . 1 + 16 G Steel C N9, T 9'-1011 C 26 24 26 27 9'4" C 26 24 25 27 8'-5" C 26 23 25 26 7'-7' .. - C 26 24 25 26 7'-0" C 26 24 26 27 6'-5" C 26 25 26 18 6'-0" C 26 25 27 28 5'-7" C 26 26 27 29 5'•3" C 26 26 28 29 4'-11" C 26 27 28 29 • 14 G Steel C N9, T 12'-7" D . 28 26 27 - 29 12'-1" D 28 -- 26 . 27 29 11•-3'• - D 29 - 25 27 28 101•3" D 29 25 26 -27 9'-6" D 29 24 26 27 8'-8" 0 29 25 26 28 8'-1" ^ D 29 25 27 28 7'-7" - D . 29 26 27 29 7'-1" D ' 29 26 28 29 6'-8" D 29 27 28 29 ti, M , ' 12 G Steel - N9,T 18'-5" E - 32 29 30 32 17'•10" E 32 28' 30 31 16'•9" E. 33 28 30 31 15'-8" E - 33 27 29 -'30 34•-10" E 34 27 29 30 14'-0" F1 33 27 28 30 13'41" Fl 34 26 28 29 12•4" ` Fl 34 26 28 29 12'4" Fl 34 26 - 28 29 11'$' F1 34- 27 "28 "29 • • - Double 16 G Steel C N9, N25, T 21'40'• Fl 34 30 - 32 ' 33 21'•2•' F1 34 30 31 33 20'•1" Fl 35 - 29 31 32 19'-0" Fl 35 .29 31 32 I8'-1" Fl - 36 29 30 32 17•-3" Fit. 36 28 30 31 16'-7" Fl 36 28 30 31 15'41'• Fl 37 28 29 31 1514" F1 37 - . 27 29 30 14'4" Fl 37. 27 29 30 - ' _ . ' - Double 14 G Steel C -' N9, N25, T 24'-8" F1 35 " 31 33 34 24'-0' Fl 35 31 32 '34 22'-30" Fl 36 30 32 34 21'-8'• Fl - 37 30 32 33 20'•9" - F1 37 30 31 33 19'-10" F2 38 29 31 32 19'4" F2 38 29 31 32 18'4" F2 38 . 29 30 32 17'-9•• F2 39 28 30 31 17'-2" F2 39 28 30 31 ,Double 12 G Steel C N9, N25, T 30'-5" F2 38 33 34 36 29'-8" ' F2 • ' 38 32 34 36 28'-2" F2 39 32 34 35 26•-10•' _ F2 39 31 33 35 25'-9" F3 40 31- - 33 a: 35 24•-8" F3 • 40 - 31 33 34 23'-9" F3 41 31 32 34 22'-11" F3 41 30 32 34 22'-3" F3 - 42 30 32 33 21'-6" F4 42 30 32 33 •_ Steel Cloverleaf W 6' 0" >: A2 22 22 - 24 25 5' 9" A2 22 23 14 25 A2 23 23 25 - 26 S'-0" A2 23 = 24 25. 26 4' 9". A2 23 24 26 . 27 4'-6" . A2' '- 23 25 - 26 s 26 4'-3" A2 23 25 27 . 28 4'-0" A2 23 26 27 ` 29 3'-30". - A2 23 26 28 29 3'-B". r A2 - 23 27 28 29 P - •� •' a ' DBL Steel Cloverleaf - AA 101.7" C 1126 - 22'• 24 25 10'-3" • � C 27 23 24 � 2S 9'-9" • � D ` 27 - 23 25 26 9'4" D 28 24 25 26 8••11" D 28 24 26 27 8'-7" D 28 ' 25 26 28 6'-3" D 29 25 27 28 T•11""" i D 29 26 27 29 7'-9" D 29 26 28 29 T-6" •• D 30 27 28 29 4x31 Beam Y 1 6'-11" A2 23 22 24 25 1 6'4" A2 23 23 24 25 1 6. 1" A2 23 23 25 26 5'-7" A2 23 24 25M ' 5'-2" A2 24 24 26 27 4'-10' A2 23 25 26 26 4'-6" - . A2 14 15 27 28 4'-3" A2 24 26 27 29 4'4" A2 24 26 28 29 3'-9" A2 • 24 27 28 29 ' 7x41 Beam - Q 12'-10' D - 28 25 27 28 12'-0" D - 28 25 26 28 11'•5•' D 29 25 26 27 10'-6" - D -29 24 25 27 9'-10'• D 29 24 26 27 9'•2" D 29 25 26 26 1 8'-8" D 19 + 15 27 28 1 8!-2" D 29 - 26 • 27 29 1 7'-9" D 29 26 28 29 1 7'4' D 30 27 28 29 ' Ground Snow Load: '' .0 , sf Live Load: 20 sf Roof Design Load 24 sf Wind S ed: 110 MPH EXPOSURE B " • Seismic Ss='150% Seismic Desi n Cate o D Freestandin 'or Attached Structures e ' ' • '1 Header � Table 5.1 ',tri.. s. Detail - trib 3' - . cubic footing "d" a , ,Constrained Min Uplift Footing (in) Port . Footing Max Post Length T e - In - 8' 12"' 15' •- cubic footing "d" _ Constrained I trib Min Uplift Footing (in) Port A Footing s Max Post Length 3.5' " T - e fini 8' 12' 15' ._ cubic footing."d" a - t Constrained crib Min Uplift Footing (in) " Post Footing Max Port Length 4'11 L T e in) 8' 12' 15' trib 4.5' cubic footing "d" Constrained. Min' Uplift ' Footing (in) Port Footing Mae Port Length Type ' In WO 12' 15' _ - trib ; Min Port ° S' Tv.e cubic footing "d" Constrained Uplift Footing (in) Fooling Max Port Length In 8' 12' 15' , trib S.5' Min Post - T e cubic footing "d"`• Constrained Uplift Footing (In) - Fooling Max Post Length In B' ' 12" 15' - x. trib Min Post 6' T e cubic footing "d" Constrained Uplift Footing (in) Footing Max Post Length In 8' 12' 15' trib Min Port 6.5' • T e cubic footing "d" Constrained Uplift Footing (in) Footing Max Post length in 8' 12' 15' ) _ trib •^ Min Port T Tvoe cubic footing "d". Constrained Uplift- , Footing (in) s. Footing Max Post Length In 8' - 12' - 15' - trib Min Port 7.5' T e cubic footing "d" . • Constrained Uplift Footing (in) Footing Max Pori Length in 8' 12' IS' On Slab • On Slab 11-30 " A2 10-1 " A2 8-11 " A2 - • 7-11 ,� A2 - , - 7-1 ,. A2 _ " 6.5 - A 2 t '- 1" 5 1 A2 - • 5'.5" A2 5,-I" A2 4'-9" '• A2 0.042"z3"x9" N30 9'- " 6 Al 16 . � 24 >. 27 16 8'-8" Al 18 24 �•' 26 28 8'-0" Al 19 23 26 - 27 T-4" • . Al 19 23 • 25 27 6'-10" A2 19 22 + 25 26 '- " 6 5 . A 2 19 22 2 4 26 6'-1" A 2 20 22' -24 25 V-9" 'A2 - - 20 - 21 24 .125 5'-S" A2 - 20 21, 24 25 5'-2" - A2 20 - 22 24 25 Double 3"x8" .. - N25 14'-3" c A2 21 27' -30 31 13'-1" A2 21 26 • 29 31 12'-2" - A2 . 22 26 29 30 I1'-3" •-B 22 25 28 30 10-7" C 22 25 28 29 IW -V' C 22 25 27 29 9'-6" C 23 24 27 28 9'-1" - C 23 24 27 28 8'-8" C 23 24 26 • 28 8'4" C 23 23 126 27 Double 2"x6.625" N25 12'-8" A2 - 20 25 28 29 11'-9" A2 20 24 27 29 10'-11" A2 - 21 24 26 28 10'•1" A2 21 23 26 28 9'-7' A2 21 23 26 27 9'•1" B 22 . 23. 25 27 8'-8'1 C 22 23 25 -26 6-3" C 22 22 25 26 7'-1111 C 23 22 24 26 7'-7" C 23 22 24 26 5.5" Extruded Fascia L SO' -9" Al 19 23 25 27 9'-9" A2 19 22 •25 26 8'-11" . A2 19 22 24 25 . 8'•2" * 1 A2 • 20 21 ' 23 . 25 7'-7" - A2 20 21 23 24 . 7'.2" A2 ' 20 20 23 24 6'-9" A2 20 20 - 23 :24 6'-0" A2 20 -.22 23 - 24 6'-0" A2 . - 21 21 -' 24 25 5'-9" A2 - 21 22 24 25 California Fascia - N30,G 10'-8" Al -19 22 24 25 9'-8" A2 19 •+. 21 23 ' 25 - 8'-30" • A2 .' 19 21 23 -_' 24 8'-1" A2 + 20 • 20 22 24 7'-6" A2 20 20 22 23 7'-1" A2 20 20 22 23 6'-7", A2 20 20 - 23 24 6'-3" A2 20 21 23 24 5'-11•' A2 20 21 24, 25 5'4" A2 21 22 24 25 Alaskan Fascia K 12'4" A2 20 23 26 27 11'-9" t A2 20 23 - 26 27 10'-11" A2 21 23- 25 27 10'•1" A2 21 . 22 ' 25 :26 9'-6" A2 - 21 22 24 26 8'-11" B 22 22 24 25 81-6". - B 22 21 24 25 B'-1•' C - 22 21 23 25 7'-0' - C 22 21 24 25 7'-S" C 23 ' 22 24 25 Classic Fascia H 14'•3" A2 21 •25 27 29 13'-6" - Al 21 24 27 29 13'-d' C 22 24 27 28 12'-6" C - 23. 24 1 26 28 12'•1" C 23 24 26 28 11'-8" C 24 23 26 28 11'-4" D 24 231 26 ' 27 11'-1"' - D 25 23 26 27 10'•9" D -.25 23 25 27 10-7" D 25 23 25 27 16 G Steel C N9, T 16'41" B 22 28' 31 33 15'-3" C 22 27 30 32 13'•10" C, 23 27 - 30 -- 31 12'-7" C - 23 -- 26 29 30 11.4-- C 23 25 28 30 10-6" C 23 25 28 29 9'4" -C 23 24 27 29 8'•11" .. C 23 24 26 28 8'4" C 23 ' 23 26 - 27 7'-911. C 23 - 23 26 27 14 G Steel C. _ N9, T 20'•2" C - 23 29 ^ 32 34 18'•2" C - . - 24 29 32 33- 16'-8" C 24 - 28 31 33 15'-2" ' D 24 27 30 32 14'•1" D 24" . 27 30 - 31 13'-2" - D 25 : 26 - 29 - 31 12'•5" D 25 ' 26 29 30 11'-9" - D 25 26 28 30 11'•1" D 25 + 25 28 30 10-6" D 25 - 25 - 28 29' 12 G Steel C N9, T 26'-0" - D - 25 -- 31 35 37 . 25'•1" D +' 26 31 34 36- 23'-9" ' E 27 31 • 34 36 21'-10" E 27 30 33 35 201-6" E 28 29 33 35 19'4" E 28 29 32 34 18'4" E • 28 - 29. 32 34 17'-S" E • 29 28 31. 33 16'•7" E 29 28 31 33 15'•11" E 29 28 -. 31 32 Double 16 G Steel C N9, N25, T 27'-S" D • 26 •• 32 35 37 26'-1" E 27 31 35 37 25'-0" E - 27 31+' 34 36 24'.0"-. E 28 31 34 36 23'-3" E 29 30 34 36 22'4" .E 29 30 r 33 35 21'-8" Fl • 30- 30 33 X35 20-9" Fl 30 - 30 33 35 19'-11" Fl 31 29 ••32 34 39'-2" Fl 31 29/, 312' IJ4' Double 14 G Steel C N9, N25, T 29'-3" - D 26 32 - 36 38 27'-10' E 27 ' 32 35 37 26'-7" •' E 28 "31--`' 35 37 25'-7" E 29 31 35 37 24'-9" E 29 31 34 36 24'-O" Fl 30 - 31 34 36 23'4" Fl 31 30 34 36 22'-9" Fl 31 30 33 35 22'•2" FI 32 30 33 35 21'-8" ' F1 32 •30', 33 -35 Double 12 G Steel C N9, N25, T 33'-3" E 27 33 ' 37 39 31'-7' E 28 33 36 39 30'•3" E 29 32 - 36 38 29•-2" F1 30 - 32 36 38 28'•2" Fl 31 32- 35 -37 27'-3" F1 31 32 35 37 26'-6" Fl • 32 31 35 37 25'40" Fl 33 31 35 37 25'•21: F2 33 31 34 36 24'4" • F2 - 34 (i 1 - 34 36 Steel Cloverleaf - - W 9'•3" Al 18 • 19 21 22 81-5" Al 18 18 20 21 7'-9"-• Al 19 -. 18 20 22 7'-1" Al . - 19 19- 21 22 6'-8". Al 19 19 22 23 6'•3" A2 19 20 22 23 5'-11" A2 19 20 23 14 5'-7" ' A2 20 21 23 24 S'4" A2 20 21 24 25 5'-1" A2 20X 22 24 25 DBL Steel Cloverleaf AA 12'-10" A2 . 20 20 23 -� 24 12'-3" A2 21 20 22 24 11'-8" A2 21' - 20 22 123 11'-3" B 21 20 22 23 30'-11"' C 22 19 22 23 30'-7" C 23+ 20 22 23 10'-3"� C 23 20 23 24 30'-0" C 24 21 23 24 9'-9" • . D 24 21 24 25 9'-S" . D 24 22 24 25 4x3 I Beam Y -9 11'" A2 - 19 21 24 25 10'-6" A2 20 21 23 24 9'-6" A2 20 20 22 24 8'•7" - A2 20 20 22 23 T-11•' A2 . 20 19 22 23 7'-411 A2 20 20 "- 22 23 6'-10" A2 20 20 23 24 61.5" ' A2 20 21 23 24 6'•0" A2 21 21 24 25 5'-8" A2 21 22 24 25 7x41 Beam Q 18'-10" C 23 28 31 33 17•11" C 23 27 .. 30 32- 17'-2" D 24 27 - 30 32 15'-8' D •' 24 27 29 31 14'•7" xs. 0 15 - 26 29 31 13'•7" D 25 26 28 30 12'•91 D 25 25 28 30 12•-0" D 25 25 28 29 11'411 D _ 25 24 27 29 10.9" D 25 24 27 28 Header • Detail trib , Min Post 8' T e Uplift Footing (in) Footing' Max Post Length in 8' -12' 15' trib . 8.S' Min • Uplift Post - Footing T e - in Footing (in) Max Pon Length 81 12' IS trib 9' Min Uplift Footing (in) Pon + Footing ^ Max Port Length Type •• in 8• 12' 15' trib 9.5' Min Post T e Uplift Footing (in) oting Max Post Length Foin r 8' 12'- IS' trib 10' • Min • Post T e Uplift Footing in Footing (in) Max Post Length 8' 12' 15' trib - Min Post' 11' ' Type Uplift Footing in Footing (in) Max Port Length 8' 12' 15' trib 12' Min Post Tvoe Uplift Footing in Footing (in) . Max Post Length 8' 12' 15' trib 13' Min Post TvDe Uplift Footing tinl Footing (in) Max Post Length 8' 12' 15' trib 14' Min Post T e Uplift Footing In Footing (in) Max Post Length 8' 12' 15' trib Min Post 15' IL T e Uplift • Footing (in) Footing Max Pon Lengtli in 8' 12' 15' On Slab On Slab 4•-5" - A2 .- - 4'-2" + A2 3'-11" A2 3'-9" A2 • 3'1" A2 - T-211 A2 2'-11" A2 - - 2'-8" A2 2'-6". A2 -- 2'-0" A2 0.042"x3".8" - - N30 4••11" A2 20 22 24 26 4'-9" c A2 '. 20 -. 22 25 -L 26 4'-6" - A2 20 23. 25 • 27 4'4" A2 20 23 25 27 4'-2" A2 20 23 26 27 3•-10" A2 + 21 24 26 28 3'•7" ' A2 21. 24 27 29 3'4" A2 21 25 28 29 31m211 A2 -' 21 25 28 30 2'-11•' A2 21 26 29 30 Double 3"x811 N25 8'-0" C 24 23^ 26 27 7'-8•' C 24 23 , 25 - 27 _ 7.41" C 24 23 25 27 7'-1" C 24 +23 25 27 6'•11" D 24 23 26 27 6'-6" D 24 24 26 28 6'-1" D 25 24 - 27 29 5'-9" D 25 25 28 29 5'-5" D 25 25 28 - 30 5'-2" D 25 26 29 30 Double 2"x6.625" . N25 7'-411 C 23 22 24 26 7'-111 C 23 22 25 26 6'-9" C 23 23 25 27 6'-7" C 23 23 25 27 6'4" C 24 • 23 26 27 6'-0" C 24 - 24 26 28 5'-8" r D 24 24 27 29 S'-5" D 24 25 28 29 5'-1" D 25 , 25 28 - 30 4'41". D 25 26 29 30 5.5" Extruded Fascia 4 C -. 5'•611 A2 21 . 22 24 26 5'•3" A2 21 22 25 26 5'-0" A2 21 23 25' 127 4'-9" A2 21 23 25 27 41-7" A2 - 21 23 26 - 27 4'-3" A2 21- 24 26 28 4'-0"A2 21 24 27 29 3'-9'1 A2 22 25 28 29 3'-6" B 22 25 28 30 3'•4" 6 22 - 26 29 30 California Fasda • '-- HID, G 5.4" Al 21 22 24 26 5'-1" A2 21 .22. 25 26 4'-10" A2 21 23 25 27 4'-8" A2 21 23 25 27 4'-6" A2 21 23 26 27 4'-211 A2 21 - 24 26 28 3'•10" 'A2 - 21 24 27 29 3'-7" A2 21 25 28 29 3'-5" A2 21 25 28 30 3'-2" - A2 22 26 29 30 Alaskan Fascia K 7--1•' C 23 22 24 26 6'-10" - C 23 22 '25 26 6'-6" C 23' 23 25- 27 6'41" r C - 23 23 • 25 27 6'-1" C 23 23 26 27 5'.8" C 23 24 26 28 5'•5" C 24 24 27 29 5'•1" a C 24 25' 28 29 4'-30" C • 24 • 25 28 30 4'-7" : D 24 26 29 30 Classic Fascia - H 10'4" . D 26 23 25 27 10'•1" D = 26 23 25 27 9'•11" D 26 23 25 127 9'-9" E 27 23 25 27 91-7" .' E 27 23 - 26 27 . 9'-311 E 28 24 26 28 8'-10" E 28 24 27 +29 8'-5" E 28 25 '- 28 29 8'-0" E . 29 25 28 30 7'-8" • E • 29 26 29 30 16 G Steel C N9, T 7'1" -C 23 23 25 27 6'-10" C 23 22 25 26 6'-S" C 23 23 25 27 6'•1" C 23 23 r. 25 -. 27 5'-10" C 23 23 26 27 5'-3" C 23 24 26 28 4'-10" • C 23 24 27 29 4'-6'1 C 23 25 28 29 4'-2" C 23 - 25 28 30 3'-10" C 23 26 29 30 14 G Steel C - - N9, T 9'•10" D 25 24 27 • 29 9'4" D 25 24 27 28 8'-8" D 25 24 26 28 8'•3" D - 25 23 26 27 7'-10" D 25 23 26 27 T-2" D 25 24 26 28 6'-7". ^ D - - 25 24 27 29 6'-1'• D 25 25 28 29 5'•7" D 25 25 28 30 5'-3" D 25 26 29 30 12 G Steel C N9, T 15'-3" E 29 27 30 32 14'-8" E 29 27 30 32 14'-0' - Fl 30 27 "• 30 *'31 13'-6" F3 30 26 29 31 13'•1" Fl 30 26. 29 31 12'-3" Fl 30 26 29 30 11'•7" 'FI 31 25 28 30 10'•11" Fl 31 25 28 29 30'4" Fl 31 25 28 30 9'•10" Fl 31 26 29 30 Double 16 G Steel C - N9, N25, T 18'•6" FS 31 29 32 34 17'•11" s F3 32 28 32 33 17'-3" Fl 32 28 31 33 16'-9". F1 32 28 31 33 16'-3" FI 32 28 31 33 15'-5" Fl 33 - 27 30 -• 32 14'-8" F2 33 27 + 30 - 32 14'-0" F2 33 27 30 31 13'4" F2 34 26 29 31 12'-9" F2 34 26 29 31 Double 14 G Steel C N9, N25, T 21'-2" FS 33 • . 30 - 33 35 20'•6" F3 33 29 33 35 19'-30" . F2 33 29 32 • 34 19'-3" F2 34 29 32 34 18'•9" F2 34 29 32 34 17'-10" F2 34 28 31 33 17'-011 F2 35 28 31 33 1 16'4" F3 35 28 31 33 IS' -8" F3 36 • 27 30 32 15•-1" F3 - 36 27 30 32 Double 12 G Steel C N9, N25, T 24'•1" F2 34 31 34 36 23'-8" F2 35 31 34 36 23'-2" F2 35 " 30 34 36 22'-01 F3 - 35 30 34 35 22'-S" F3 36 30 33 35 21'-8" F3 37 30 33 3521'-1" F4 37 30 33 35 201-6" F4 38' - 29 33 35 19'-9" F4 38 29 32 34 19'-1" F4 3 29 32 34 Steel Cloverleaf .. : W 4'-10" A2 20 22 24 26 4'-8" A2 - 20 22 25 26 4'-6" 'A2 20 �' 23 25 27 4'4" A2 20 23 25 27 4'-2" A2 20 23 26 27 3'-11" A2 21 24 26 ' 28 3'•8" A2 21 24 27 29 3'-S' A2 21 25 - 28 29 31.3" A2 21 25 28 30 . 3'•1" A2 21' 26 29 30 DBL Steel Cloverleaf AA 9'-1" D 25 - - 22 24 26 8'-10" D 25 22 25 26 8•-7" D 25 23 25 27 W4" D 25 23 • 25 27 8'-1" D 26 23 26 27 7'-9" D 26 24 26 28 T-5" D - 26 24 27 29 7'-2" • E 27 25 28 29 6'-10" E 27 25 28 30 6'•7" E 27 • 26 129 0 4x3 I Beam Y 5'-0" A2 21 22 24 26 51-1'•A2 21 22 25 26 4'-30" • A2 21 23 - 25 27 4'-711 A2 21 23 - 25 • 27 4'-5" A2 21 23 26 27 4'-0" - A2 21 24 26 28 3'-9" A2 21 24 27 - 29 3'-6" A2 - 21 25 28 29 3'•3" A2 21 25 28 30 3'-0" A2 21 26 " 29 0 7x41 Beam 30'-2" - D - 26 24 26 - 28 9'-8" D 26 24 26 28 9•-2" D 26 23 26 • 27 8'-10" D 26__23 25 27 8'-5" D 26 23 - 26 27 T•911 D . 26 24 26 28 7'-3" D 26 24 27 29 6'•9" 'D 26 25 28 "29 6•-0" D - 26 25 28 30 5'-11" D 26 6 0 ' Amenmax Extenor Home Products Can Putnam, P. E. - 28921 US Hwy 74 3441 Ivylink Place Romoland, CA 92585 Lynchburg, VA 24503 (434)384-2514 ` carloutnam0comcast.net • r Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 38 of 83 May 31 2017 I F Table 5.2 Detail trib 3' Min Post T e ., cubic footing "d" Constrained Uplift Footing (in) Footing Max Post Length in 8' 12' 15' trib 3.5' Min • Post T e cubic footing "d" Constrained Uplift Footing (in) Footing Mas Pon Length in 8' 12' 15' trib 4' Min Post Type cubic footing "d" Constrained Uplift Footing (In) Footing Max Post Length in 8' 12' 15' trio 4.5' - Min Post T e cubic footing "d" Constrained Uplift Footing (in) - Footing Mas Post Length m 8' 12' 15' trib S' Min Post T e cubic footing "d" Constrained Uplift '. Footing (in) Footing Max Post Length m e' 12' - 1S' trib S.S' Min Pon T e cubic footing "d" Constrained Uplift Footing (in) Footing Mas Post Length m 8' IT x 15' trib 6' - _ Min Pon T e cubic footing "d" Constrained Uplift Footing (in) Footing Max Pon Length in 8' 12' 15' i trib a Min Post 6.5' T e cubic footing "d" Constrained Uplift Footing (in) Footing Max Pon Length in 8' 12' 15' trib 7' Min, Post T e cubic footing "d" Constrained Uplift Footing (In) Footing Max Pon Length in • 8' 12' IS' trib 7.5' cubic footing "d" Constrained Min Uplift Footing (In) Post Footing Max Post Length m T e 8' 12' 15' On Slab On Slab 11'-30" A2 10'-2" A2 8'-11" A2 7'-11' A2 7'•1" A2 6'-S" A2 - SECTION 5.0 POST SPACING, A2 POST TYPE AND FOOTING SIZE FOR SOLID COVERSa--- S'-1" A2 4'-9' A2 0.042"x34.8" - N30 8'-10" Al '20 26 29 -30 8'-0" Al 20• 25 28 30 7'-0" Al 20 25 27 29 6'-9" A2 21 24 27 28 6'-4" A2 21 24 26 28 5'-11" - A2 21 23 26 = Ground Snow Load: 0 psf ' 27 5'-3" Live Load: 10 PSf 27 4--11" Roof Design Load 22 20 psf 27 4'-8" Wind Sp eed: 110 MPH EXPOSURE C or 130 MPH EXPOSURE B N25 13'-3" Seismic Ss= 150% 29 Seismic Design Category D 23 28 31 33 Freestanding B 24 or Attached Structures. • 32 10'3" - C 24 cubic footing "d" 30 32 9'-10" cubic footing "d" 27 30 31 cubic footing "d" C 25 26 cubic footing "d" 31 8'•10" C 25 cubic footing "d" 30 8'-5" C cubic footing "d" 26 28 30 8'-0" cubic footing "d" - 25 cubic footing "d" 30 7'$' C 26 cubic footing "d" 28 29 Double 2"x6.625" cubic footing "d" IV -10" A2 - cubic footing "d" 29 31 10'-11" Table 5.2 12 26 29 31 Constrained A2 23 26 Constrained 30 9'-6" A2 23 Constrained 28 29 8'•11" Constrained 24. 25 27 Constrained 8'-5'• C 24 Constrained 27- 29 8'-0" C Constrained 24 27 28 7'3" Constrained 24 - 28 Constrained C 25 24 Constrained 28 7'-0" C 25 24 Constrained 28 5.5" Extruded Fascia trib Min Uplift Footing (in) 24 trib Min Uplift Footing (in) trib Min Uplift Footing (In) trib Min Uplift Footing (in) 7'-6" Crib Min Uplift Footing (in) 27 trib Min Uplift Footing (in) 25 trib Min Uplift Footing (in) trib Min Uplift Footing (in) 22 trib Min Uplift Footing (in) 22 trib Min Uplift Footing (In) trio Min Uplift Footing (in) A2 - 26 28 Post Footing Max Post Length 21 Post Footing Max Port Length A2 - Post Footing Mal Post Length A2 Post Foodng Mas Post Length 7'-S" Pon Fooling Max Port Length 24 Post Footing Max Post Length 21 Post, Footing Max Post length . Pori Footing Max Port Length A2 Post Footing Max Port Length 22 - Post Footing Max Post Length A2 Post Footing Max Post Length Header Detail 3' T e in 8' 10' 12' 3.5' Type in 8- 30' 12' 4' T e lollB' 29 10' 12' 4.S' Type in 8' 30' 12' S' T e In 8' 30' 12' 5.5' T e in 8' 10' 12' 6' T e in B. 30' 12' 6.5' L T e In 8' 10' 12' 7' T e in 8' 10' 12' 7.S' T e in - 8' 30' 12' a' T e in 8' 10' 12' On Slab On Slab 22'-8" C 32 13'3" C 24 27 29 19'•5" C C 25 26 29 17'-0" C C 25 26 29 35'-1" C D 26 26 -29 13'-7" C 0 27 26 12'•4" C D 27 25 28 30 11'A" C 28 25 28 30 10'-5" Al 28 25 28 29 10'-7" D 9'-B" C 28 29 16 G Steel C N9, T - 9'-1" C 24 30 33 -35 13'•10" B'3" C 29 32 34 12'•7" C 0.042".34x8" N30 10'-7" Al 21 27 29 30 9'-8" Al 21 27 28 29 8'-11" Al 22 26 27 29 8'-4" Al 22 26 27 28 7'-9" Al 23 - 25 27 28 7'4" A2 23 25 26 27 6'•10" A2 23 24 26 27 6'3" A2 23 24 25 27 6'-2" A2 23 24 25 26 5'-11" A2 24 24 25 26 5'�" A2 24 24 25 27 12'•11" Double 3"x8" N25 15'•8" "A2 24 30 32 33 14'-S" A2 25 29 31 33 13'-5" A2 25 29 30 32 12'-7" A2 26 28 30 31 11'-10" B 26 28 30 31 11'-3" B 16 28 29 31 10'•7" C 27 27 29 30 10'-1" C 27 27 28 30 9'-8" C 27 27 28 29 9'-0" C 27 26 28 29 8'-11" C 28 26 27 29 E Double 2"x6.625" N25 14'-0" A2 23 28 29 31 12'•11" A2 24 27 29 30 12'-0" A2 24 27 . 28 30 11'-3" A2 25 26 28 29 101-6" A2 25 26 27 29 10'-1" A2 25 26 27 28 T-7" A2 26 25 27 28 T-2" B 26 25 26 28 8'•9" B 26 25 26 27 8'•S" C 26 24 26 27 8'-2" C 27 24 26 27 18'-6" • 5.5" Extruded Fascia L 12'•0" Al 22 25 27 28 30'-11" Al 22 25 26 28 10'-0" Al 23 24 26 27 9'-4" A2 23 24 25 26 8'-8" A2 23 23 25 26 8'-2" A2 24 23 24 26 T-7" A2 24 23 24 25 T-3" A2 24 23 24 25 6'-10" A2 24 23 24 26 6'3" A2 24 24 25 26 6'-3" A2 24 24 25 27 38 California Fascia N30, G 11'-11" Al 22 24 26 - 27 10'-30" Al 22 24 25 26 SO' -0" Al 23 23 25 26 9'-3" A2 23 23 24 25 8'-7" A2 23 22 24 25 8'-1" A2 24 22 23 24 7'•6" A2 24 22 - 24 25 T-1" - A2 24 23 24 25 6'-9" A2 24 23 24 26 6'-S" A2 24 14 25 26 6'-2" A2 24 24 25 27 20 Alaskan Fascia • K 14'-3" A2 23 26 28 29 13'-1" A2 24 26 27 29 12'•2" A2 24 25 27 28 11'4" A2 25 25 26 28 101-8" A2 25 25 26 27 10'-1" A2 25 24 26 17 9'-6" A2 26 24 25 26 9'-0" A2 26 24 25 26 8'-8" B 26 23 25 26 8'-3" C 26 24 25 26 7'•11" C 27 24 25 27 ' Classic Fascia H 19'-3" A2 26 29 31 32 18'-3" C 27 29 30 32 17'4" C 27 28 30 31 16'-0" C 28 28 29 31 15'{6" C 28 27 29 30 14'•10" C 29 27 29 30 14'•1" D 29 27 28 30 13'3" D 30 27 28 29 13'-1" D 30 26 28 29 12'-8" D 30 26 28 29 11'-3" D 31 26 27 29 - 16 G Steel C N9, T 19'•2" A2 26 32 33 35 17'•3" B 26 31 32 - 34 15'-9" C 26 30 32 33 14'3" C 27 29 31 33 13'-6" C 27 29 30 32 12'•7" C 27 28 30 31 11'•7" C 27 28 29 31 10'-6" ` C 27 27 29 30 T-11" C 27 27 28 30 9'-0" C 27 26 28 29 8'-9" C 27 26 27 29 D 14 G Steel C N9, T 22'-8" C 27 33 35 36 20'-6" C 28 32 34 36 18'-10" C 28. 31 33 .35 17'-5" C 28 - 31 33 34 16'-2" C 29 30 32 33 15'-2" 0 29 30 31 33 14'-1" D 29 29 31 32 13'4" D 29 29 30 32 12'-8" D 30 28 30 31 12'-1" D 30 28 30 31 11'-6" D 30 28 29 31 12 G Steel C N9, T 31'•4" D 30 36 38 40 28'•8" D 31 35 37 39 26'-6" D 31 34 36 38 24'•8" E 32 34 36 37 13'-2" E 32 33 35 37 21'•10" E 33 33 34 36 201•6" E 33 32 34 36 19'3" E 33 32 33 35 18'-7" E 34 31__' 33 35 17'•10" E 34 31 33 34 17'-1" E 34 31 32 34 22 Double 16 G Steel C N9, N25, T 34'•6" D 31 37 39 41 31'•10" E 32 36 38 40 29'-9" E 33 35 37 39 28'-0" E 33 35 37 38 26'3" E 34 34 36 38 25'-3" E 34 34 36 37 23'•10" E 35 33 35 3722'-11" E 35 - 33 35 37 22'-0" F3 36 33 35 36 21'•2" Fl 36 32 34 36 2013" F3 36 32 34 36 5'-3" Double 14 G Steel C N9, N25, T 38'-S" E 32 38 40 42 35'-7" E 33 37 39 41 33'-3" E 34 36 38 40 31'-4" E 35 36 38 40 29'-9" E 35 35 37 39 28'-0" Fl 36 35 37 39 26'-11" Fl 36 34 36 38 25'•10" F3 37 34 36 38 24'-11" Fl 37 34 36 37 14'4" • F1 37 33 35 37 23'-3" F1 38 33 35 37 31 Double 12 G Steel C 119, N25, T 40'4" E 33 38 40 42 40'•0" E 34 38 40 42 40'•0" Fl 36 38 40 42 38'-5" F3 37 38 40 42 36'3" F3 38 37 39 41 34'-10" F3 38 37 39 41 33'-1" F3 39 36 38 40 31'40" FS 39 36 38 40 30'-8" F2 40 35 38 39 29'4" F2 40 35 37 39 28'-9" F2 41 35 37 39 A2 Steel Cloverleaf W 101-4" Al 21 21 22 23 9'•5" Al 21 21 22 23 8'-8" Al 22 20 21 22 8'-1" Al 22 21 22 23 7'-7" Al 22 21 22 24 T-1"_ Al 23 22 23 24 6'-8" Al 23 22 24 25 6".. A2 23 23 24 25 6'-0" A2 . 23 23 24 26 T-9" A2 23 24 25 26 5'-6" A2 23 24 25 27 C DBL Steel Cloverleaf AA 16'-3" A2 24 .24 25 26 IS' -1" A2 25 23 24 26 14'-1" A2 25 23 24 25 13'-4" B 26 22 24 25 12'-8" C 26 22 23 24 12'-1" C 27 22 23 24 11'•6" C 27 22 24 2S 11'-0" C 28 23 24 25 30'-13" C 28 23 24 26 10'-3" C 28 24 • 25 26 9'-11" C 29 24 25 27 25 4x31 Beam Y 13'-4" A3 23 24 26 :27 12'-0" A2 23 23 25 26 10'-11" A2 23 23 24 25 10'-0" A2 24 22 24 25 9'-3" A2 24 22 23 24 8'-7" A2 24 22 23 24 T-11" A2 24 22 24 25 T -S" A2 24 23 24 25 7'-0" A2 24 23 24 26 6'-7" A2 24 24 25 26 6'-3" A2 - 24 24 25 27 25 701 Beam - Q 19'-4" A2 26 31 32 34 18'-7" C 27 30 32 33 17'-11" C 28 30 32 33 17'-5" C 28 30 31 33 16'-9" D 29 29 31 33 15'-8" D 29 29 31 32 14'-7" D 29 28 30 31 13'-9" D 30 28 30 31 13'•0" D 30 28 29 31 11'4" D 30 27 29 30 11'-9" 0 30 27 28 30 27 27 30 32 trib Min Uplift Footing (in) trib Min Uplift Footing (In) trib Min Uplift Footing (in) trill Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) . trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trlb Min Uplift Footing (in) 33 11'-2" F1 33 - 30 32 101•6" Fl Pon Footing Mas Post Length Fl Pon Footing Max Pon Length T-6" Pon Footing Mal Post Length 32 9'-0" Pon Footing Max Pon Length 33 Pon Footing Max Pon Length FS Pon Footing Max Pon Length 36 16'•7" Port , Footing Max Pon Length 36 Pon Footing Mas Pon Length 33 Pon Footing Max Pon Length 33 Pon Footing Max Pon Length 35 30 33 35 14'-3" Header Detail 8.S' Tvise lint 8' 10' 12' 9' Tv.e tint 8' - 101 12' 10' . TvDe in 8' 10' 12' 11' Type in 8' 10' 12' 12' Tv.e tint 8' 30' 12' 13' T e in 8' 10' 12' 14' Type in 8' 10' 2' 15' Tvoe lint 8' 10' 12' 16' T ein 37 8' 10' 12' 17' Tv e in 8' 10' 12' 38 - 35 15'-2" F3 On Slab On Slab 81•0" C F3 39 29 33 7'•6" C 39 29 32 6'-9" C 24'-1" F3 38 33 6'-2" C F3 39 33 37 39 5'-8" C 39 33 37 5--2" C F3 40 33 36 4'-10" C 40 33 36 4'3" C F4 41 32 36 4'-3' C • 41 32 35 37 19'-3". 4'1" C 32 35 37 18'•6" FS 42 -31 35 37 17'-10" FS 0.042'x3"x8" N30 5'-5" A2 24 24 26 27 5'-2" A2 24 25 26 27 W-9" A2 22 - 25 27 28 4'-5" A2 24 26 27 29 W-2" A2 22 27 28 29 3'•11" A2 25 27 29 30 T-8" A2 25 28 29 31 3'-5" A2 25 28 30 31 3'•3" A2 25 29 30 32 3--l" A2 25 29 31 32 3 ! AA 8'-6" , ' Double 3"x8" N25 8'-7" C 28 26 27 29 8'4" C 28 26 27 28 7'-9" C 25 25 27 28 7'4" ' C 29 26 27 29 6'-11" D 26 27 28 29 6".. D 29 27 29 30 6'-2" D 29 28 29 31 5'41" D 30 28 30 31 5'-8" D 30 29 30 32 5'-5" t D 30 29 - 31 32 t 22 24 27 29 4'•3" Double 2"x6.625" - N25 7'•10" C 27 24 26 27 7'•7" C 27 25 26 27 7'•2" C 25 25 27 28 6'-9" ' C 28 26 27 29 6'-4" 'a+ C 25 27 28 29 6'-1" C 28 27 29 30 5'-9" C 29 28 29 31 S'-6" D 29 28 30 31 S'4" D 29 29 30 32 S'•1" D 29 - 29 -31 32 27 29 T-11" D 28 5.5" Extruded Fascia L WAY' A2 25 24 26 27 5'-9" A2 25 25 26 27 S'-0" A2 22 25 27 28 4'-11" A2 25 26 27 29 4'-7" A2 23 27 28 294'-0" - 2 A2 - 25 27 29 30 4'-1" A2 26 28 29 31 T-10" A2 26 28 30 31 T-8" A2 26 29 30 32 3'3" B 26 29 31 32 - California Fascia N10, G 5'-10" A2 24 24 26 27 5'-8" A2 25 25 26 27 5'-2" A2 22 • 25- 27 28 4'-10" A2 - 25 26 27 29 4'3" A2 23 27 28 ` 29 4'-2" A2 25 27 29 30 4'-0" A2 25 - 28 29 31 3'-9" A2 25 28 30 31 3'•7" A2 26 29 30 32 3'-0" A2 26 29 31 32 Alaskan Fascia K 7'-8" C 27 24 26 27 7'•5" C 27 25 26 27 6'•11" C •. 24 25 27 28 6'•6" C 28 - 26 27 -29 6'•1" C 25 27 28 29 5'-9" C 28 27 29 30 5'-6" C 28 28 29 31 5'-3" C 28 28 30 31 5'-0" C 29 29 30 32 4'•9" D 29 29 31 32 Classic Fascia H 11'-30" D 31 26 27 ' 28 Il' -7" D 31 25 27 28 11'-0" E _ 29 25 27 28 30'-6" E - 32 26 27 29 9'-11" E 29 27 28 29 9'-5" E 33 27 29 30 T-0" - E - 33 28 29 31 8'-8" " E 34 28 30 31 8'-0" E 34 - 29 30 32 8'-0" E 34 29 31 32 _ 16 G Steel C N9, T 8'-3" C 27 25 27 28 7'-9" C 27 25 27 28 7'-0" C 15 25 27 28 6'-5" C 27 26 27 29 5'-30" C 25 27- 28 29 5'-4" C 27 27 29 30 S'-0"- C 27 28 29 31 4'-8" C 27 28 30 31 4'-4" C 27 29 30 32 4'-1" C 27 29 31 32 - 14 G Steel C N9, T 11'4" D - 30 - 27 29 -30 10'•6" " D - 30 27 29 30 9'•6" 0 - - 27 26 - 28 - • 29 8'4" D ` 30 26 27 29 7'•10" "' D 27 27 . 28 ' 29 7'2" - D . 30 - 27 29 30 6'-9" D 30 - 28 = 29 31 6'-4" D 30 28 30 31 5'-11" 0 30 29 30 32 5'•7" D ^. 30 29 31 32 12 G Steel C - N9, T 16'3" . E 34 30 32 34 15'-11" E 35 30 32 33 14'-30" E 32 30 31 33 13'-11" F1 36 29 31 32 13'-1" Fl 32 29 30 32 12'-S" Fl 36 28 30 31 11'-9" Fl 36 28 29 31 11'-3" F1 37 - 28 30 31 10'•9" F1 37 . 29 30 32 30'4" Fl 37 29 31 32 ' Double 16 G Steel C N9, N25, T 19'-10" Fl 37 32 34 35 19'-2" Fl 37 32 3335 18'-1" Fl 34 31 33 34 17'-2" Fl 38 31 32 34 16'-3". Fl 35 30 32 34 15'-7" Fl 39 30 32 33 14'41" Fl 39 30 31 33 34'-0" F2 40 29 31 32 13'•9" f2 40 29 31 32 13'-3" F2 40 29 31 32 z. •- Double 14 G Steel C N9, N25, T 22'3" F1 38 33 35 36 21'•11" Fl 39 33 34 36 20'•9" Fl 35 32 34 36 19'-9" F2 40 32 34 35 18'-9" ' F2 36 31 33 - 35 W-4)" F2 41 31 33 34 17'-0" F2 41 31 32 34 16'-8" F2 42 30 32 34 1 16'-1" F3 42 30 32 33 15'-7" F3 43 30 32 33 Double 12 G Steel C N9, N25, T 27'40" F2 41 35 37 38 27'-1" F2 41 34 36 38 25'-9" F3 38 34 36 38 24'3" F3 43 34 35 37 23'-5" F3 39 33 35 37 22'3" F3 44 33 35 36 21'-8" F4 + 45 33 34 36 20'-11" F4 45 32 34 36 20'-3" F4 46 32 34 35 19'-8" F4 46 32 34 35 Steel Cloverleaf W 5'-0" A2 24 24 26 17 5'-1" A2 24 25 26 27 4'-9" A2 22 25 27 28 4'-5" A2 24 26 27 29 4'-2" A2 22 27 28 29 3'-11" A2 25 27 29 30 3'-9" A2 25 26 29 31 3'3" A2 25 28 30.31 3'-4" A2 25 29 30 32 3'-3" A2 25 29 31 32 DBL Steel Cloverleaf AA 91•8" 0 29 24 26 27 9'•S" D 29 25 26 27 8'•11" 0 27 25 27 28 8'3" D 30 26 27 29 8'-1" D 27 27 28 29 7'-10" D 31 27 29 30 7'-6" D 31 28 29 31 7'-3" E 32 ° 28 30 31 7'-0" E 32 29 30 32 6'•10" E . 32 19 31 32 4x3 I Beam Y 5'-11" A2 25 24 26 27 5'-8" A2 25 25 26 27 5'-2". A2 22 25 27 28 4'-9" A2 25 26 27 29 4'-5" A2 22 27 28 29 4'-1" A2 25 27 29 30 T-10" A2 25 28 29 31 3'-7" A2 25 28 30 31 T -S" A2 25 29 30 32 T-2" A2 2529 31 32 . 70 1 Beam Q 11'-2" D 30 27 28 29 10'4" D 30 26 28 29 9'40" D 28 26 27 29 9--1" D - 31 26 27 29 8'-5" D 28 27 28 29 7'-11" D 31 27 29 30 T -S" D 31 28 29 31 7'-0" D 31 28 30 31 6'-7" D 31 29 30 32 6'-3" D 32 29 31 32 - Ground Snow Load: 0 psf. Live Load: 20 psf Roof Design Load 28 psf Wind Sp eed: 110 MPH EXPOSURE C or 130 MPH EXPOSURE B . Seismic Ss= 150% Seismic Design Category D Freestanding or Attached Structures, Header Table 5.2 Detail trib 3' Min Post T e ., cubic footing "d" Constrained Uplift Footing (in) Footing Max Post Length in 8' 12' 15' trib 3.5' Min • Post T e cubic footing "d" Constrained Uplift Footing (in) Footing Mas Pon Length in 8' 12' 15' trib 4' Min Post Type cubic footing "d" Constrained Uplift Footing (In) Footing Max Post Length in 8' 12' 15' trio 4.5' - Min Post T e cubic footing "d" Constrained Uplift Footing (in) - Footing Mas Post Length m 8' 12' 15' trib S' Min Post T e cubic footing "d" Constrained Uplift '. Footing (in) Footing Max Post Length m e' 12' - 1S' trib S.S' Min Pon T e cubic footing "d" Constrained Uplift Footing (in) Footing Mas Post Length m 8' IT x 15' trib 6' - _ Min Pon T e cubic footing "d" Constrained Uplift Footing (in) Footing Max Pon Length in 8' 12' 15' i trib a Min Post 6.5' T e cubic footing "d" Constrained Uplift Footing (in) Footing Max Pon Length in 8' 12' 15' trib 7' Min, Post T e cubic footing "d" Constrained Uplift Footing (In) Footing Max Pon Length in • 8' 12' IS' trib 7.5' cubic footing "d" Constrained Min Uplift Footing (In) Post Footing Max Post Length m T e 8' 12' 15' On Slab On Slab 11'-30" A2 10'-2" A2 8'-11" A2 7'-11' A2 7'•1" A2 6'-S" A2 - 5'-11" A2 5'-5" A2 S'-1" A2 4'-9' A2 0.042"x34.8" - N30 8'-10" Al '20 26 29 -30 8'-0" Al 20• 25 28 30 7'-0" Al 20 25 27 29 6'-9" A2 21 24 27 28 6'-4" A2 21 24 26 28 5'-11" - A2 21 23 26 27 5'-6" A2 21 23 26 27 5'-3" A2 22 23 25 27 4--11" A2 22 23 26 27 4'-8" A2 22 24 26 28 Double 3"x8" - N25 13'-3" A2 23 29 32 34 12'•2"' A2 23 28 31 33 11'•3" B 24 28 31 32 10'3" - C 24 27 - 30 32 9'-10" C 24 27 30 31 9'-0" C 25 26 29 31 8'•10" C 25 26 29 30 8'-5" C 25 26 28 30 8'-0" C 25 25 28 30 7'$' C 26 25 28 29 Double 2"x6.625" N25 IV -10" A2 22 27 29 31 10'-11" A2 12 26 29 31 10'-l" A2 23 26 28 30 9'-6" A2 23 25 28 29 8'•11" B 24. 25 27 29 8'-5'• C 24 24 27- 29 8'-0" C 24 24 27 28 7'3" C 24 24 26 28 7'-4" C 25 24 26 28 7'-0" C 25 24 26 28 5.5" Extruded Fascia L 9'-11" A2 21 24 27 28 8'-11" A2 21 24 26 28 8'-2" A2 21 23 . 26 27 7'-6" A2 22 . 23 25 27 7'-0" A2 22 22 25 - 26 6'3" A2 22 22 24 26 6' 2" A2 22 22 25 26 5'•9" A2 22 23 25 27 S'-6" A2 - 22 23 26 27 5'-2" A2 23 24 26 28 California Fascia N10, G 9'•10" - A2 21 23 26 27 8'•10" A2 - 21 23 25 26 8'•1" A2 21 22 - 24 26 7'-S" A2 21 22 24 25 6'-11" A2 22 21 24 25 6'-5" A2 22 22 24 26 6'-0" A2 22 22 25 26 5'3" - A2 22 23 25 27 5'4" - A2 22 23 26 27 5'-1" A2 22 24 26 28 Alaskan Fascia K 12'-0" A2 22 25 28 30 10'-11" A2 22 25 27 29 30'-1" A2 23 24 27 28 9'-5" A2 23 24 26 28 8'•10" B 23 23 26 27 8'-3" C 24 23 26 27 7'-10" C . - 24 23 - 25 27 7'•5" - C 24 23 25 27 7'-1" - C 24 23 26 27 6'-9" C 25 24 •26 28 Classic Fascia H . 14'-3" A2 23 27 30 32 13'3" C 24 27 29 31 13'-0" C 25 26 29 31 12'3" C 25 26 29 30 12'•1" D 26 26 -29 30 11'-8" 0 27 26 28 30 11'4" D 27 25 28 30 11'-1" D 28 25 28 30 10'-9" 0 28 25 28 29 10'-7" D • 29 25 28 29 16 G Steel C N9, T - ]5'-6" C 24 30 33 -35 13'•10" C 24 29 32 34 12'•7" C 25 28 - 31 33 11'-4" C 25 28 31 32 30'-3" C 25 27 30 32 9'-4" C 25 26 29 31 8'•6" C 25 26 28 30 7'-10" C 25 25 28 29 7'4" C 25 25 27 29 6'-10" C 25 24 .27 - 28 14 G Steel C N9, T 18'-6" C 25 31 35 37 16'-8" C 26 30 34 36 15'-1" D 26 30 33 35 13'-11" D 26 29 32 34 12'•11" D 27 29 - 32 33 12'-1" 0 27 28 31 33 11'4" D 27 28 31 32 10'3" D 27 27 30 32 T-10" D 27 27 30 31 9'-2" D 27 26 29 31 12 G Steel C N9, T 26'-1" D 28 34 38 40 23'-9" E 29 33 37 39 21'-10" E 29 33 36 38 20'-3" E 30 32 35 37 19'-0" E 30 31 35 + 37 17'-10" E 31 31 34 36 16'-30" E 31 31 34 36 16'-0" E 31 30 33 35 1S'-3" E 31 30 33 35 14'-7" E 32 29 33 34 Double 16 G Steel C N9, N25, T 27'-5". ' E 29 35 38 40 26'-1" E 30 34 38 40 25'-0" E 31 34 37 40 23'3" E 31- 33 37 39 22'-0" Fl 32 33 36 38 21'-2" Fl 32 32 • 36 38 20'•2" Fl 33 32 35 37 19'-4" Fl 33 - 32 35 37 18'-6" F1 34 31 35 37 17'-10" - Fl 34 31 34 36 Double 14 G Steel C N9, N25, T 29'-3" - E 29 35 39 41 27'-10" E 31 35 38 41 26'-7" - • E 31 34 38 40 25'-7" Fl 31 34 38 40 24'•9" F3 33 34 37 39 24'-0" Fl 34 33 37 39 22'-11" Fl 34 33 37 39 22'-0" Fl �35�'-+ 33 36 38 21'•2" Fl 35 - 32 36 38 20'-5" F1 35 32 35 38 Double 12 G Steel C N9, N25, T 33'-3" E 31 36 40 42 31'-7" Fl 32 36 40 42 30'-3" Fl 33 35 39 41 29'-2" Fl 34 35 39 41 28'•2" Fl 35 35 38 41 27'-3" Fl 35 34 38 40 26'3" F2 36 34 38 40 25'•10" F2 37 34 38 40 25'-2" F2 37 34 37 40 24'-8"' F2 38 34 37 39 Steel Cloverleaf W 8'-7" Al 20 20 22 23 7'-9" - Al 20 20 22 23 7'-1" Al 20 20 22 24 6'-7" A2 21 21 23 24 6'-2" A2 21 21 24 25 5'-9" A2 21 22 24 26 S' -S" A2 21 22 25 26 5'-2" A2 21 23 25 27 4'-10" A2 22 23 26 27 4'3" A2 22 . 24 26 28 DBL Steel Cloverleaf AA 12'-10" A2 _ 22 22 - 25 26 12'-3".- A2 23 22 14 26. 11'-8" C 24 22 24 25 11'-3" C - 25 21 24 25 101•9" C 25 21 24 25 10'-3" C 25 22 24 26 9'-30" C 26 22 25 26 9'•5" . D 26 23 25 27 T-1" D . 27 23 26 27 B'-9" D 27 24 26 28 4x3 1 Beam Y 10'-8" A2 21 23 25 27 9'-6" A2 21 22 25 26 8'-7" A2 22 22 24 25 7'-9" A2 22 21 23 25 7'•2" A2 - 22 21 24 25 6'-7" A2 22 • 22 24 26 6'-2" • A2 22 22 25 26 S'-9" A2 22 23 25 27 5'-4" A2 22 23 26 27 5' 1" A2 22 24 26 28 7x41 Beam 18'•10" C 25 30 34 36 17'-3" D 26 30 - 33 35 15'-8" D 26 29 32 34 14'-4" D 27 28 31 33 13'-3" D 27 28 31 33 12'4" D 27, 27 30 32 11'•6" D 27 17 30 -31 10'-30" D - 27 26 29 31 SO' -2" D 28 26 29 30 9'-7" 0 28 26 28 30 - - - - T Header -- -' --- Detail to 8' n t Post T e Uplift Footing In , Footing(in) Max Pon Length 8' 12' 15' trio - Min = Post , 8.5' T e -Uplift Fooling in . Footing In ng ( )- — Max Port Length 8' 12' 15' • trill --- Min -- Post 9' ' Type Uplift Footing in - Fuuling (in) -� � trill --;� Min _ Uplift =;=-Footing (in) - trill � Min, Mas Post Length Pori Footing Mas Pon Length Port 8' 12' 15' 9.5' Type in 8' 12' 15' 10'- • T e Uplift _ � Footing (In) - Footing Max Post length In 8' 12' 15' trill _.*Mist �-_ Post 11' Type Uplift_ ., Pooling (in) • Footing Max Post Length m 8' 12' 15' . Crib a .. Min. _ _ Pon 12' - T e Uplift Footing in Footing (Int Max Pon Length - 8' 12'• 15' _ .trill 13' ,Min Pon T e .Uplift ti ,Footing (in) Fooling Max Post Length in 8' 12' 15' trib, ___ 14' Min � Pon T e Uplift, Footing in Footing (in) - Max Post Length 8' 12' 15' � [rib - 1S' Min Pon' T elint.8' Uplift Footing (In) Footing - Mas Pon Length 12' 15' On Slab On Slab 4'-5" A2 4'-2" A2 - • 3'•11" A2 3'•9" A2 3'3" A2 T-2' A2 2'-11" A2 2' 8" A2 2'•6". A2 - 2'•4" A2 0.042"x3"x8" N30 4'•5" A2 22 24 27 28 4'-3" A2 22 24 27 29 4'-1" A2 22 25 27 29 3'11" A2 22 2S 28 29 T-9" A2 22 25 28 30 3'S" A2 22 26 29 30 3'2" A2 22 27 29 31 3'-0" • A2 23 27 30 32 2'-30" A2 23 28 31 32 2'8" A2 23 28 31 33 Double 3"x8" N25 7'4" C 26 25 27 29 7'-0" D 26 24 27 29 6'-9" D 26 25 27 29 6'3" D - 26 25 28 29 6'-0" 0 26 25 28 30 5'-11" D 27 26 29 30 S'3" D 27 27 29 31 5'-3" D 27 27 30 32 4'-11" D 27 28 31 32 4'•8" D 27 28 31 33 Double 2"x6.625" N25 6'-9" C 25 24 27 28 W-6- C 25_' 24 27 29 6'-3" C 25 25 27 29 6'-1" C 26 - 25 28 - 29 5'-10" C 26 25 28 30 5'3" D 26 •26 29 30 5'-2" D 26 27 29 31 4'-11" D 27 27 30 32 4'•8" 0 27 28 31 32 4'3" 0 27 28 31 33 55" Extruded Fascia L 4'-11" A2 23 24 27 28 4'-9" A2 23 24 27 29 4'3" A2 23 25 27 29 4'4" A2 23 25 28 29 4'-2" A2 - 23 25 28 30 3'-10" - A2 23 26 29 30 3'-7" A2 23 27 29 31 3'-4" B • 23 27 30 32 T-2" B 24 28 31 32 T -W B 24 28 31 33 California Fascia N30, G -. 4'-30" A2 22 24 27 28 4'-7" A2 23 24 27 29 4'-5" . A2 23 25 27 29 4'-7' - A2 23 25 28 .29 4'-0" A2 23- 25 28 30 T-9" A2 23 26 29 .. 30 3'-6" A2 23 27 29 31 3'-3" A2 23 27 30 32 T-0" A2 23 28 31 32 2'•10" B 23 28 31 33 Alaskan Fascia K 6'-6" C 25 24 27 28 6'•3" C 25 . 24 27 29 6'-0" C 25 25 27 29 5'-9" C 25 25 28 29 5'-7" C 25 25 , 28 30 5'-2" C 26 26 29 30 4'•11" C 26 27 29 31 4'$' 0 26 27 30 32 4'-5" D 26 28 31 32 4'-2" 0 26 28 31 33 Classic Fascia H 10'4" E 29 25 27 29 10'-1" E 29 25 27 29 9'-9" E 30 25 27 29 9'•5" E 30 25 28 29 9'-2" E 30 25 28 30 8'-7" E 30 26 29 30 8'-2" E 31 27 29 31 7'-9" E 31 27 30 32 7'-S" E 31 28 31 32 7'-1" E 31 28 31 33 16 G Steel C N9, T 6'-5" C 25 24 27 18 6'-0" C 25 24 27 29 5'•8" C 25 25 27 29 5'4" C 25 25 28 29 5--l" C 25 25 28 30 4'-6" C 25 26 29 30 4'-3" C 25 27 29 31 3'•11" C 25 27 30 32 3'-8" C 25 28 31 32 3'•S" C 25 28 31 33 14 G Steel C N9, T 8'-8" D 27 26 29 30 8'-1" D 27 25 28 30 7'•8" 0 27 25 28 29 7'-3" D 27 25 28 29 6'-11" D 27 25 28. 30 6'-3" D 27 26 29 30 5'-9" D 27 27 29 31 5'-4" - D 27 27 30 32 4'-11" D 27 28 31 32 4'•7" D 27 28 31 33 12 G Steel C N9, T 13'-11" Fl 32 29 32 34 13'-0" " Fl 32 29 32 34 12'-30" Fl 32 28 32 33 12'•5" F1 - 33 28 31 33 12'-0" Fl 33 28 31 33 11'-2" F1 33 27 30 32 101•6" Fl 33 27 30 32 10'-0" Fl 34 27 30 32 T-6" F1 34 28 31 32 9'-0" F1 34 28 31 33 Double 16 G Steel C - N9, N25, T 17'•2" FS 34 31 34 36 16'•7" FS 35 30 34 36 16'•1" F3 35 30 33 35 15'-7" F3 35 30 33 35 1S'-1" F3 35 30 33 35 14'-3" F2 36 29 32 34 13'-6" F2 36 29 32 34 12'-11" F2 37 29 32 33 12'-0" F2 37 28 - 31 33 11'•10" F2 37 28 31 3 Double 14 G Steel C N9, N25, T 19'-9" F2 36 32 35 37 19'•1" F2 36 31 -35 37 18'•6" F2 37 31 35 37 18'-0" F2 37 - 31 34 36 17'-6" F2 37 31 34 - 36 16'-7' F2 38 30 34 - 36 15'-10" F3 38 30 33 35 15'-2" F3 39 30 33 35 14'-7" F3 39 29 33 34 14'-0" F3 39 29 32 Double 12 G Steel C N9, N25, T 24'-1" F3 38 33 37 39 23'-8" F3 39 33 37 39 23'-1" F3 39 33 37 39 22'3" F3 40 33 36 38 21'-11" F3 40 33 36 38 20'-10" F4 41 32 36 38 20'-0" F4 • 41 32 35 37 19'-3". • F4 42 - 32 35 37 18'•6" FS 42 -31 35 37 17'-10" FS 43 31 34 - 6 Steel Cloverleaf W 4'•5" A2 22 24 27 28 4'-3" A2 22 24 27 29 4'-1" - A2 22 25 27 29 3'-11" A2 22 25 28 29 3'-9" A2 22 25 28 30 3'3" A2 23 26 29 30 3'-0" A2 23 27 29 31 3'-1" A2 23 27 30 32 2'-11" A2 13 28 31 32 2%10" 28 31 3 DBL Steel Cloverleaf AA 8'-6" D 27 24 27 28 B'-3" D 27 24 - 27 29 8'-0" D 28 25 27 29 T-10" D 28 25 28 29 7'•7" D 28 25 28 30 7'-3" E 29 26 29 30 6'-11" E 29 27- 29 31 6'-8" E 29 27 30 32 6'-S" E 30 28 31 32 6'-2" 3 28 3 4x3 !Beam - Y 4' 9" A2 22 24 27 28 4'-6" A2 22 24 27 29 4'•3" A2 22 25 27 29 4--l" A2 . 23 25 28 29 3'•11" A2 23 25 28 30 3'-7" A2 23 26 29 30 3'-3" A2 23 27 29 31 T-1" A2 23 27 30 32 2'-30" A2 23 28 31 32 2'-8" A2 23 28 7.4 I Beam Q 9'-1" • D 26 25 28 30 8'-8" D 28 25 28 29 8'-3" D 28 25 27 29 T-11" D 28 25 28 29 T-7" D - 28 25 28 30 6'•11" D 28. 26 29 = 30 6'-S" D 28 27 = 29 31 6'-0" D 28 27 30 32 5'•8" D 29 28 31 32 5'-3"1 E - 2 - 2.-'313 w Amerimax Exterior Home Products Carl Putnam, P. E. - - — - y 28921 US Hwy 74 3441 hrylink Place Romoland, CA 92585 Lynchburg, VA 24503 SE�V�CES (434) 384-251FgMtj # L7Eti1��oPN1Et�fT carloutnam(a� ordCasLnet�UTAr � 1 NAP Amerimax Standard Plan (2016 CBC) 1/31/2017 r Page 39 of 83 May 31 2017 r May 31 2017 I #10 SMS @ 6' 0/C 2'x6' ALUM FLAT PANEL ON2 t=0.018' 3004H36 N3 O 2.5'x6' ALUM FLAT PANEL t=0.018° 30041-136 —{ 1.500 t>0.018' 3004H34 t>0.018' 30041-134 FASCIA CAN BE 0.992 — 0.875 R0.125 R= 0.2" 1.625 FOR R ,25 R0.153 R0.250 0.295 r— 0.95" T, 0.92" V75ROLLED 3 DIFFERENT f -- 0.125PANEL HEIGHTS 1 1FOR 2', 2.5' R=.125° R 125 PANEL USE OF FOAM CORE SANDWICH PANELS WILL 0.350 1.958 1.625 L_HEIGHTS REQUIRE THE USE OF A REGISTERED DESIGN PR❑FESSI❑NAL TO COMPLY 'WITH EXISTING 2,000 , 0.363 y 0.5" 1� R= 0.15" " L ICC ESR . h— 0.525 --� 1,060 f— 2.J 3.0" 167 0.3167 1.625 6.000 -T FOAM CORE SANDWICH' PANEL #8x1/2' SMS #sMs 167" SIDE FASCIA IS 2.00 NOMINAL W/ CURRENT ICC ESR @ 3' o/c @ TYP. " 1.625 ,018" ATTACH TO TOP OF HEADERS '3' 6.00 IN THICKNESS. ' PER TABLE 4.20 OR 4.21 0/C ~ 3.00 ---� ATTACH TO TOP OF HEADERS ` PER TABLE 4.20 OR'4,21 ++ " ++ + + ' ++ N4 6 1/2" ROLLFORMED HEADER ♦ ♦ + ♦ + ♦ + ♦ + + r + ♦ + r ♦ ♦ r + + + ♦ *+++++4+ ♦r♦♦+++♦+• ♦•♦♦•• r ♦ r ♦ + + ♦ r r ♦ ♦ ♦ 4 ♦ + ♦ ♦ ♦ 4 ♦ ♦ ♦. (3004-H34 ALUM. ALLOY) ♦ ♦ ♦ ♦ ♦ ♦ ♦ r r ♦ ♦ r ♦ ♦ ♦ ♦ ♦ + ♦ r + r + ♦ ♦ + ♦ + ♦ + ♦..+ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦. .. `1 . ♦ ♦ ♦ + ♦ ♦ ♦ ♦ + ♦ + ♦ ♦ + + + ♦ ♦ + '+ ♦ '♦ . . + ♦ ♦ . + + , + . + . + + ♦ ♦ + ♦ ++ . . . + + + + + + + r . ♦ ♦ ♦ + . + . + + ♦ ♦ + ♦ .. + ♦ + . ♦ . + ♦ ♦ ♦ + ♦ ♦ ... + . +. + + + i ♦ + ♦ + + . + + + + .. + . + + M . FOUR .#14 'SD SCREWS EACH ♦ 4+ r + ♦ + + + + ♦ r + ♦ ♦ ♦ ♦ + ♦ ♦ ♦ ♦ ♦ ♦ ♦ r .♦ ♦ ♦ ♦ ♦ ♦ ♦. ♦ ♦ ♦ + ♦ ♦ ♦ ♦ + ♦ ♦ ♦ + '4 . . . .. SIDE FOR FOOTINGS UP TO d-111, 6" �GOII ♦ ♦ ♦ ♦ ♦ ♦ r ♦ v + ♦ ♦ ♦ ♦ ♦ + + ♦ ♦ ♦ ♦ ♦ r - ' 2"X 6 1/-2 3"X 3" �EPL�TES ` POST pP� ALUM. FOOTING ' BRACKET • -' 2' x •6,5' Rafter FASCIA FROM NI, N2, N4 OR' N10 'f OR J'0 GALVANIZED OR STAINLESS HILTI #10 SMS @ 6' 0/C ?9� X • o•a •• KWIK BOLT TZ ANCHOR (ICC ° ' METAL SKIN Structural Panel Ivo ^'v e o ESR 1917) W/ 2' EMBED AND Header y p� S,, �' • ° ,• V 0 WASHER, OR EQUIVALENT SEE NOTE 4". SLAB OR FOOTING SEE DETAIL BM - SEE TABLE 4.20 OR 4.21 AT RIGHT • N1 SANDWICH• PANEL TO _ HEADER C❑NNECTI❑N ' N8 BRACKET FOR CONNECTING POST TO SLAB OR FO❑TING (6063—T6 ALUM ALLOY) • SINGLE SPAN ATTACHED UNITS ONLY Rafter Tails Sg�ON 0.042' x 3' x 8' Header • NEWPORT FASCIAPost NcJ P /3 291 DETAIL * i r 5Amerimax 28921 US Hwy 74 OFC ,RomXR•Oland, CA 92585 - PA N BEJ/CP May 31 2017 SCALL, ,Component Parts & onnec ion Details NTS for Newport Patio Structures Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 61 of 83 Engineer's Stam 9• P s Tim•NP01-2015 1 of 4 I Fes-- 2.5' COVER PANEL SEE TABLE ' 4.21 7.75' ENCLOSED IN DETAIL N30 TYPICAL 12 (t= 0.105') or 16 Ga (t=10.059') 0.88775" TYP. 1 N9 STEEL "C"— CHANNEL HEADER (STEEL A-653 Fy=50 KSI) _rI641� 4.656 1,000 0.0750 �— 4.043 — #10 SMS @ 6' ❑/C N 10 CALIFORNIA FASCIA (ALUM 6063 T6) 3' x 3' -METAL POST SEE GENERAL NOTE 19 0.28 2.000 0.024" . 0.024" f� �II 6 5/8' 0.0243' 3' J t= 0,030' ALUM = 0,040' ALUM = 0.041' STEEL ! 3' SQUARE COLUMN (3004-1-134 ALUM. ALLOY) NOTE: ' POSTS MAY BE TRIMMED w/FLEX N 1,6 (3 x 6.5' SILUM. ALL ALUM. FACING. (3004-H34 ALUM. ALLOY) 3" ALTERNATE POST SIDEPLATE CONNECTION DETAIL N 1 1 (3105-H25 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) - �;- #14X1.5" SCREWS Live MAX "L" FOR TOP LoadWind OR SIDE MOUNT Speed (psi) and Exposure 16" o/c 24"o/c 10 110 mph Exp B 19'-4•• 12'-10'- - 115 mph Exp B 17'-10" 11'-10" 130 mph Exp B 14'-2" 9'-6" 140 mph Exp B 12'-4" 6'-2" 110 mph Exp C 16'-r' 10'-9" 115 mph Exp C 14'-10" 9'-10" 20 130 mph Exp C 11'4•' 7'-6" 140 mph Exp C 10'-3•' 6'-10" TOP MOUNT BRACKET NOT ALLOWED IN SNOW LOAD AREAS SEE GENERAL NOTE #9 FOR COPROSI❑N PROTECTION 1.5' 11 � 0.125' IRE PLACES - 0•21" srEa (� = � M) EXISTING EAVE � f� T EIGHT #14 SMS OF WOOD FRAMING u I e - BRACKET IS 1094' WIDE TWO 3/8' X5' LAG DETAIL N8I L 1,5' SCREW W/ 1'0 STEEL O e•� STRUCTURAL PANEL THESE DETAILS ARE LIMITED TO � 2XB LEDGER BOARD (Doug Fir) WASHER ONE ON SEE GENERAL NOTE /23 O O 140 mph EXPOSURE B AND 120 Mph ALUM 0.125"x1.5" EACH SIDE OF POST „4x1.5• screws Exp, C FOR 10 PSF PANEL HANGER STEEL (Fy = 33 , TOP MOUNT /1ax3s- ecrore BRACKET. 1" SP3�d" N 18 AND 150 MPH EXP C FOR 20 PSF 'NG BETWEEN SC DOUGLAS FIR L 2x ALTERNATIVE EAVE ATTACHMENT LUMBER FLOOR 2x OF LEDG N 1 2 JOIST OR HEADER FDR FASTENERS 1' MIN GAP SIDE MOUNT BRACKET BETWEEN ALL -HOUSE PENETRATI❑NS ATTACHED STRUCTURE POST �pM�,N. LEDGER AND RO F MUST . BE COMPLETELY AND TO DECK FLOOR JOIST TO _ PERMANENTLY SEALED ����� TOP MOUNT BRACKET ALLOW DRAINAGE EAVE OVERHANG -AND 'L' MUST �,."���� Y/ ALSO COMPLY WITH DETAIL N21 3.00" N 14 0.024" OR c 1 0.040" TYP.r ASTM A500 GRADE B E . 30• 19 3' ALUM SQUARE POST 3.00" 3'-6.. STEEL POST *s ` *Amerimax"28921 US Hwy 74 SEE GENERAL NOTE �� �� Romoland, CA 92585 t =0.024 3004H34 R=.0937 N17 qrF F AL1��Q� EXTERIOR HOME PRODUCTS t =0.040' 3105H26 - TYP• #S F•❑R C❑RR❑SI❑N LOY:TYPEPR❑TECTI❑N 3'-6' May 31 2017 ►"w 'Component a s & Connection etails for Newport Patio Structures Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 62 of 83Engineer's StampFl NP02-2015 SHUT: 2 of 4 DETA"Al"GA ASTM A653 GRADE 33 STEEL BRACKET E #8x1.5" SCREWS INTO RAFTER AND FASCIA E BRACKET PER RAFTER ROOF COVERING. IS MAX 3 PSF. HEAVIER ROOF RAFTER COVERING SHALL REQUIRE ADDITIONAL ENGINEERING ANALYSIS ' zv X DF WOOD 2"x WOOD FRAMING FASCIA DOUGLAS FIR -LARCH (NORTH) SEE DETAIL #2 OR BTR A1' or A2' HANGER DETAIL "A2" STRUCTURALPAN #14 SjRrW *_k 1/2• FASCIA SEE TABLESEE TABLE 7.5 FOR FOR MAXIMUM FASTENER SCHEDSEEE GENERAL NOTEOVERHANG SEERAFTER #23 SCHEDULE ®RIGHT l'MINALTERNATE EAVE SCIA N21 .. 2x4 wood rafters ATTACHMENT requlrlrl8 4 or more screws MUST use Detnit Al 010 SMS ®6"o/c t 6.50' 6° OR 12' WIDE STRUCTURAL PANELS 0.036' ROLLFORMED TYR HEADER 'N4' 3.00'--1 ROLLFORMED HEADER 'N4' CONN. DETAILS TO STRUCTURAL PANELS #14 x 2" SMS *Ir TABLE 7.5 #10 SMS ® FOLLOW - FOR SPZCINGING SPACING: 6" O.C. FOR 6" PANELS 12° O.0. FOR 12" PANELS ' .50MAX LOADS 10 PSF 140 MPH EXP C 1130 PSF 140 MPH EXP B 2 25"20 PSF 135 MPH EXP C t=.062 OR 25 PSF 130' MPH 'EXP C DETAIL 'J' TYp. 2.510" 30 PSF 120 MPH EXP C 4 II .43" EXTRUDED HANGER (6063-T6 ALUM. ALLOY) �•- 1.50" Amerimax Standard Plan (2016 CBC) 1/31/2017 LlvolSnew Lead RAFTER MAX DISTANCE TO FIRST ROW OF POST5 -L• 601 #14 Solid COW Wind SD'S $CIaWB 1.625' FAV6 OVERHAND (Pal) 124.OIC) 6- 12• 18•• 2P• 30• DOUBLE D.04L1X3'X0' 10 h4 1r-6' 18'-- 81.10, 5'J- 2,r 110 MPH R:n A' no 1 r-8• IT -51 Tra• rra• 12'4r 3 ne 1r-8' i_r IP -r 11-8• IP -W HEADERS 10 2.4 ira• 13'8 r -r 41-r 76' 110 MI -M LA'C 2.6 1r6' 1T6• 1r-8' 18'6- 11•-I' 2 21e 1r8 1r6• IT -11, lr4r 1r4r 10 24 1T 5• 14'5• 54' 011• 7r 115MPHCW0 n6 1318 Ira' lr8 W-11, 11'-11' 3 2.5 ir6• 1r -r Ira' 1rr Ira• 10 2x4 Irn- 17A• T<- 4'a• 7-T 115 UPI IEXP C 2x6 IT Ira • 1r n• 1a•r MY 3 _ 2.6 lra- Ira- 1318 Ira' IT -8' 10 2x4 1r6• 10'_r 0•.1. Tr n101 130 UPI FIP C 2x6 1T.A' IT.W Ira• 1r -r 0a' 4 he IT 1r0• Ir6• Ira— ITT ® 10 2.4 Ira- V-11' 0J• T6' n6' 140 MPH EWC 2x6 Ira' 1r -r lw-v IV4• r -W a no MW 1741' 1 r 17.17 15.1' 20 n4 1T6• Iva- 5'-11• 314• V.10' 0.040'XWX3' ALUM POST 110MI'M011C no 1T6' 1516' 181-8• 111-10 516' 4 2315 1514' Ibw• 1'J4• 1514' I 514 20 2.4 isle, Irir S'..T 5..3- 1•r EXTERIOR HOME PRODUCTS 113 MPH EWC 2.6 1sa• 1sw• 1314' 1n-2' S•4T 4 2.6 15'4• sa• MW 156• 15'6' 20 3114 1 RM 11'.4' 4' e• 7 e• I' l' UPLIFT F❑❑TING S4ZE = I3o MPIIcWc 2.0 151(r 1s6• Is 10• Ir s• e•r 4 Page 63 of 83 9 2.6 1341 ,5-0• 13'4 15.4' ,3s 25 2x4 1b'-8' 014)• V -b• T-11 116' SHEET: I In MPI I FXP C no 151r VS`W 16'8• 10-I1' r.0 4 no Tse• 156' Is•e• 1516' Ito, 25 2x4 W -W 6--2- 4.6- 76- ra 130 MPH EW C n5 1514- low• u• -r 11. uv 2115 1T -Ir INA' IN -Il' 15'11• 13•.1• 25 2.4 15'4• r1• 4.4• 7-,• Oa• 14D MPH LW c no 1514- ,va' ,7J' 814• 5.r 4 ne 1514• ,514' Ivo• 1514• II.4r 30 n4 14•-9• 5'e• 4'1(r 7.e• 1-2- 115 MrH E)r C 2.6 14'4' 14'4' 14'8 a-10' •6'-11' 4 2.6 14•-81 14'-0- 14'4- 141-8' 14'4' 30 n4 14•-9• r. 0' 4'•10 71' 09' 130 UPI DIP 2.6 14'9• 14'9' .176• BS• s•9• 4 2.8 14'4' 14'4' I4.4r 14'-8' 11'-11' 302X4 14'.Ir p'-9' 3'.r I'.9' 0..5' 140 MPI I F)P r. n5 14'.1r 14•..r 11'J' r8' 51.1' 4 n5 14'9' 14.9' I4' 9' IN a' 109' -72114 14•-31 ra• 4'-T 71' 7.10, .11b MPH FIF C 2115 14..3• 14.3• 19'.10' Ire. b-.11' 4 n5 14'T ICT ICT 14'•5• 17'.4• 36.T 2.4 14•-1• e• -s• 31a1 1.61 aa - 140 MPH t:W C n6 14•J' 14'-3' 10.51 a'-10' 4'6' 6 2115 14'-31 1 14'.3' 14•.3' 13'0 0'-10' 422x4 RTW . e'-2• sa• V-6" 0•-- 130 MrH M C n6 131-8' 1T -W IVA, V-10 4'6' 8 he 131-8' IT -W IN -81 1314' 9'47 42n4 1310' S'6' 711' 1'3• 00• 140 MPH CWC 2.6 1Y-' IT -81 041 8'd• 4w• 5 2.61Ta' 13•$ IVA- 8'-11' 50 n4 17-W F.I. 7.r 130 MPII EWc no 178' 170' 09' SIT 5 2.e 1z5 17-e' Ila• 60 214 9'-11• 4.4- 1'-11' ±14' I ap MPH FA+ C n6 11..8' P -V 6 ne I', Inn• Ina• 4'4- #14 SMS I- 1EACH SIDE I �1 _sp• zxx 68L 2.75' 3"X 8" ALUM. HEADER -0" .0178' - I ,-I �D I.. 2"X 6 1/2"X .024" • 2.25 I °I ALUM. SIDEPLATE #14 x 3/4' SMS 3" x 8" ALUM. HEADER + O3" x 8" HEADER (NN 17 � + N22 CONNECTION EAC 1SIDEMS 4- #14 SMS 0 EACH SIDE 24" 0/C• 17 6063315 ALUMINUM BRACKET bopMEN� g�Rv\GAS WITH SIDEPLATES 2' x 6 1/2 x .024 # O�N� O�v® GNG FT FOOTING ALUM. SIDEPIOT,1�M\i e SG kNj\\��d%1.��' y MAX UPS IFT GOO' 6 - RAFTER 2"X 6 1/2"X 12" HANGER z LE 2"x 6.5" or 3"x 8" ALUM. RAFTER =RS IN PLACE OF ® 16" OR 24" ROLLFORMED 3" HEADER WITH O.C. & SIDEPLATES ° ° HEADER \P i" POST 2"X 6 1/2" ALUM. FASCIA N28 ALTERNATE -DECORATIVE DOUBLE 2'X6.625' HEADERS (DETAIL N31) . FASCIA TRIM N25 DOUBLE 3'X8' HEADER (DETAIL N30) 1.625' 2.' DOUBLE D.04L1X3'X0' 0.040° OR 0.040'X2'X6b25' HEADERS SEE TABLE 7.5 SMS @ FO NG ®® 2.50° SPACIING 5 OR 3.50° , 6' ❑/C FOR 6' 062° PANELS 12' ❑/C ® / FOR 12' PANEL 1/2 ® - #14 SMS 0.040'X3'X3' ALUM POST L1.507 • ® EACH SIDE ROLLFORMED HANGER 7 STRUCTURAL PANEL S24' 2"X 6 1/2" ALUM. ❑� (3004-H34 ALUM. ALLOY) 0.040'XWX3' ALUM POST ® SIDEPLATES------ IDEPLATES Amerimax WITH WITH SIDEPLATES 'END VIEW Qo GP U �N FF 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 DOUBLE ALUM 1 g N24 HEADER CDNN ION P /30/ 9 DRAWN BEJ/CP MAX UPLIFT F❑❑TING S4ZE = SCAB: NAIIE:Component Parts & Connection De ails Page 63 of 83 9 s V►\- �� May 31 2017 NTS for Newport Patio Structures qT OFCAI.\F DATE: n1E : SHEET: Engineer's Stamp NP03-2015 3 of 4 2x wood Studs DF SEE SHEET M8 FOR Lattice or or BTR ®16" o/c STEEL POST SLAB REQUIREMENTS - `. Solid Panels FOR CONSTRAINED FOOTINGS Alum, Bracket 0.042"x3"x8" HE; ATTACH PANELS PER DETAILS DETAIL L9 (0.060or ') AZ, BD OR BG ice SolldtPonel��� .t Alum. Bracket 8 SMS (0.060') B SMS 1/4" LAG B i �'/ SCREW OR ' Q'. #14 SCREW PER d Q 4 2.5" MIN TABLE 7.5 . �� 0,024' 3' x 8' Header #1 •I 3' x 8' Header #2 "ANC4". __ 0.032' (0.042') I I (0,042') „ ac or \ 0.040'-4--T- 2' x 6' Side Plate 9� ca #14 SMSJ i i #14 SMS-j/* D 4 3' x e' Header CONCRETE FOOTING d / N3O N31 I 3"0" POST I I I I 3"x3" POST I CONTINUOUS 2x OF WOOD LEDGER OR PROVIDE SIMPSON STRONG TIE . MSTA36 (ICC ESR '2105 AT SPLICE 3/8' x 9' STEEL REBAR EMBEDDED AT °B' RAFTER & SIDEPLATES I I 2x6.5" SIDEPLATE LOCATION) d < 33A B = 9' HEADER (3004—H34 ALUM. ALLOY) I I COVER W/ 0.019" ALUMINUM (3004-H34 ALUM. ALLOY) CI < 38° B = 12' d < 46° B = 18° N32 ALTERNATIVE SPLICE FOR ATTACHED UNITS - N29 FREESTANDING OR ATTACHED N34 LEDGER B❑ARD ATTACHMENT POST/FOOTING CONNECTION MAXIMUM UPLIFT FOOTING IS d=26" � • �,, t 56�V\CSS , , .. �jr �I gel Seal with permanently flexible SIX 1/4' LAG SCREWS OR #14 SCREWS waterproof sealant W/2.5' OF PENETRATION INTO WALL STUD) SEE GENERAL NOTE #23 CONTINUOUS 2'x DF LEDGER BOARDOR PR❑VIDE SIMPSON 2' x 4' STRONG TIE MSTA36 (ICC ESR Woon DOUG FIR 2105) AT SPLICE LOCATION STUD WOOD STUD 1.00'min. COVER W/ 0.019' ALUMINUM 0z. HWKM e 1/4' Lag Screw. 3' X 8' ALUM 7 RAFTER BRACKET V MIN DETAIL L7 1 ATTACH PATIO COVER a _�3'XB' ALUM 3.5' MIN AS PER N26 OR N27 - _; • _ HEADER Completely Seal with permanently flexible & N36 waterproof sealant 2.5' MIN PENETRATION 1.00'min. 2.5' MIN NA INTO INT❑ WODD FRAMING #14 SELF-DRILLING SCREW � P Synthetic Stucco or other, non-structural covering (1' max. thick) POST ALTERNATIVE FOR SLAB ATTACHMENT C 8 3 - Am Sheathing MAX WIND LOAD IS 120 MPH EXP B EX . 0/2 19 er'ma" 28921 US Hwy 74 * EXTERIOR HOME PRODUCTS Romoland, CA 92585 SEE ALLOWABLE DISTANCE TO FIRST N33 STUCCO ATTACHMENT DETAIL W/ spq� l\� ROW OF POSTS IN TABLE 7.7 LEDGER BOARD ��� F 1 BEJ/CP "F- Component arts & Connection Details NTS for Newport Patio Structures Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 64 of 83 7 AJAamp FlLE : SHEET: NPO4-2015 4 of 4 R= 0.2" 0.95" 0.92" R=.125" R=.125" 0.5" L R= 0.15" 2. 50' 3.0" 167" SEE DETAIL D 167" SEE DETAIL B' - I TYP. . 6.00" OA 2.5°x6' SUPER SIX PANEL t = 0.018' 30041-136 t >0.018' 30041-134 561" OU SIDE INSIDE .450" .216" TYP. 1.903" C' I� 187" I 2.464" 1.654"P % 1.714 7 55 1 SEE DETAIL D 55 1/2 42' 6' T1.1'37- 121-0111 0$5" 1.137" ATTACH TO TOR OF HEADER BEAM AS PER TABLES 4.20 OR 4.21 OR ATTACH PER STRUCTURAL FASCIA DETAILS 2.5"X12" MARK X ALUMINUM PANEL. 0.018"-0.032" 3004 H36 0.036" 3004 H34 r 6I 1.500 1.625 0.750 #10 SCREWS @ 6' ❑/C 1.625 L 0.125 .00 2,500 • 2.I00 1.625 5° j 40.316 0,718 1.625 2.000 0.036 3.00 OE 6 1/2" ROL ORMED FASCIA 3004H34 ALLOY Es ' 6.50" 18° 5" TYP. 0.992 0.875 0 0 R0.125 0.250 + RO.125 R0.153 .5" 5" 0.350. 0.295 2.000 O 0.363 1.958 0.525. 1.060 .SEE SEE ' DETAIL D , 6.000 DETAIL B 2°x6' FLAT PANEL t = 0.018,° 3004H36 ALUMINUM t > 0.018° 3004H34 ALUMINUM #8xY2' SHEET METAL SCREWS @ 3' ❑/C Al "E � 0.516"E��. 0.060" R= 0.08" TYP. 3.500" R- 0.10" 0.125" 3.090 TYP. R= 0.25" 0.72" R= 0.20 TYP. 1.750 2.06 TYP. 1.03 5 .3• SEE 1.250" DETAIL B 6.00" 6.00 r 12.00 '1 3.5'x12' 'W' PANEL O t = 0.018° 30041-136 ALUMINUM t > 0.018' 30041-134 ALUMINUM Amerimax Standard Plan (2016 CBC) 1/31/2017 r 6I 1.500 1.625 0.750 #10 SCREWS @ 6' ❑/C 1.625 L 0.125 .00 2,500 • 2.I00 1.625 5° j 40.316 0,718 1.625 2.000 0.036 3.00 OE 6 1/2" ROL ORMED FASCIA 3004H34 ALLOY Es ' 6.50" 18° 5" TYP. T 0 0 0 I 5.5" O -Lo 0 .5" 5" SIX #14 SDS LppME�T SERVIC ' PE�F� SP ICES CENTERLINE CpQE - gY pA7E SPLICE LINE 1641 #10 SMS @ 6' ❑/C 3 - #14 SMS ON EACH SIDE - 0.0750 OF SPLICE 4.656 1,000I ML O ROLLFORMED HEADER SPLICE (3004-1-134 ALUM. ALLOY) R❑LLFDRMED HEADER _ •4 20EORABLE--'/ 4 21 2.000 L��DETAIL E ` t t= 0.036" 'ROLL FORMED , HEADER SPLICE, TIGHT (-=-- 4.043 FIT INSIDE OF HEADER, 9" EACH SIDE OF ©CALIFORNIA FASCIA SS�O EN SPLICE. o�� P %y�, (6063-T6 ALUM. ALLOY) 3-#14 SMS ON EACH SIDE C 6 39- OF 9-OF SPLICE 0/2019 * Amerimax 28921 US Hwy 74 E.% T E R 1 0 R H 0 WE 'P R O b U C T 5 Romoland, CA 92585 • F FCp� DRAWN M., . ' BEJ/CP SCALE NAME - May 312017 NTS Component Parts & Connection Details Page 65 of 83 DATE RLEf:, SHEEP: Engineer's Stamp CDO1-2015 1 of 9 0.67' 0.09° #10 SMS17= @ 6° ❑/c .38' STABILIZER CLIP � f � 0.54' #10 SMS @ 61 ❑/C 5.75° � � 0.50' 0.63° 2.17° 2.31° 4.00' .115 GAUGE TYPICAL CLASSIC FASCIA W/ STABLIZER CLIP (6061—T6 Alum. Alloy) 750" #10 SMS @ .291" 375,. 6' ❑/C #10 SMS @ 67 ❑/G r _ 1_.0" 5.406" STRUCTURAL PAN L 079" •079" A 2.725" 109" _ 4.00". ---- OK ALASKAN HEADER (6105—T5 ALUM, ALLOY) Amerimax Standard Plan (2016 CBC) 1/31/2017. NOTE: HEADER SPLICE MUST BE LOCATED WITHIN 12" OF A POST. 0.15" EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER 0.15" TYP. 5.406" 8-#14 SMS �-.250" R. �- 4.00" .900" i�.375" o � .I n 11111 / 8-#14 ■1 4" + 5" 5"�-- 10" _.5" .5�10" __45" 24" OI ALASKAN HEADER SPLICE (6063—T5 ALUM. ALLOY) NOTE: .062" SEE DETAIL 'BB' R=.375" FOR EXTRUDED 1 .187 HANGER W/ A -RAIL 0.11" 0.192 O A -RAIL l i (6063-T6 ALUM. ALLOY) #10 SMS @ 6° ❑/C (STABILIZER CLIP - SEE DETAIL V. 0.215 2.750 0.375 0.057 2.965 -�� OSTABILIZER CLIP FOR EXTRUDED _ HEADERS 'H' & 'L' Q.Q7 O (6063-T6 ALUM. ALLOY) N #10 SMS @ 6' ❑/C -3 1/2" STRUCTURAL d.813„�7�PANEL�` 0.062" 0 0.062" `4 3.00" �L 5 1/2" EXTRUDED HEADER (61057T5 ALUM. ALLOY) Page 66 of 83 s 0.08" EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER. 0.08" TYP. 808" 4- 1/4- BOLTS OR ' 4- #14 S.M.S. 16" SPLICE DETAIL ON 5° EXTRUDED HEADER SPLICE 6063T5 ALUMIMUM ALLOY TA; 13 _ 9 �� May 31 2017 Engineer's Stamp Am e r i m a xn 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 LAWN BY: -T. . BEJ/CPAU: WM - NTSF- Parts & Connection Details NF_ MEJ: SHEET: CD02-2015 2 of 9 • i -• ,104 R, ��,l1 _ - r—� DETAIL H _ FOAM CORE SANDWICH .PANEL WITH CURRENT ICC ESR ii • II 8 — #14 SMS ♦.+♦+.♦++++ .. ♦+. ♦+. ♦+ ♦♦+♦+*+...♦ ♦+.+,.+.♦♦ .,+i+♦.♦ f ++ ++ ♦ 5.49 I .300 II 110 R, ♦ ♦ . + . . . . . . . ` ` + ' ` + ' ` ' ' ' ' , ♦ + . + . . . . , . ` ` ' ` ' ` ' ' ` ` ' USE ❑F • F❑AM CORE SANDWICH II ' ' ` ' ` ' ' ' ' ' ` ` ` ' ' ' ' ' ` ` ' ` PANELS WILL-,REQUIRE, A REGISTERED I ' �� ♦ + + ♦ + ♦ ♦ + ♦ ♦ + ♦ ... ♦ .. i + . ♦ + ♦ + ♦ • ♦ ♦ ♦ +•�+ • ...i.+♦♦+.,+ ♦ + i ♦ + ♦ + ♦ + ♦ ♦ ♦ .. + ..... , . DESIGN PROFESSIONAL T❑ COMPLY' • + ♦ ♦ ♦ ♦ • ♦. ♦ WITH CURRENT ICC ESR +,++♦♦♦+♦♦+ I .050 R. TYP. II 4,4500°. II II II _ II 2.00 I 5" 10 - - -.5"5 10 .5"� ♦ ♦ + : ♦ ♦ + + + ♦+ ♦ ♦ ♦ ♦ ♦ ♦.+ ♦♦♦♦♦♦+♦♦ ♦ i + ♦ ♦ ♦ ♦ ♦ + ♦ ♦♦ ♦♦♦i++.♦♦+♦♦♦+ ♦ II II 24I.f ♦ ♦ ♦ ♦ ♦ ♦ i . . ♦ ♦ + , i ♦ i ♦ + .. - ,120 R. ♦ ♦ ♦♦.+ ♦ ♦ ♦ ♦ i'♦ ♦ ♦ i ♦ ♦ ♦ ♦ ♦ i ♦ ♦ - . _ 1 1 � 3'74 "tet O CLASSIC ALASKAN HEADER SPLICE,' ' METAL SKIN THICK (6063 T5 • ALUM. ALLOY) • .100 TYPICAL • r HEADER O SANDWICH ?PANEL • TD - • HEADER C❑NNECTI❑N �. �< - • • .. ssavicEs . 2.5' ElA PMENT . ` MIT N p BtJTfECOVIEWE� FOR SE .� c F_ STRUCTURAL �v PANEL DATE 1 SEE TABLE 4.21. SEE TABLE 4.21 - 4 - 7,75 . 16 GA 1t 0 EL•` HEADER • = 059°) ., 3'X8' 'STE - O ' — 14- GA (t=0.070') 3°X8° STEEL 'HEADER ' "•� ' . 105') 3'X8' ST 12 GA `Ct=O, EEL- HEADER GAUGE (0.105°) ASTM A653 GRADE 50 ,. 14 GUAGE (0,070') - 16 GAUGE (0,059') . 3X8 WRAP REQUIRED AS PER DETAIL AW + 0.875" TYP: ® T/ x 4" I BEAM HEADER ti (6105-T5 ALUM, ALLY) w _ 7.o° .09' -TYP.. ONAL 1.0° Q 6 9 P. 30 01, * * _ `A e.®, axn t i 'I ��P �TF0FCA1 28921• US Hwy 74 E X T'E.R i 0'R ;H 0 M'E P.. R 0 D U C T 5 Romoland, CA 92585 _ 4.0" D� •'1 . DRAWN BY: TYPE + BEJ/CP E ' May 31 2017 NTS Component Parts & Connection Details Amerimax Standard Plan (2016 CBC) 1/31/2017 Pade 67 of 83En Ineerfs Stam 9 P sHEU: CD03-2015 3 of 9 4" "I" BEAM — - -_ 1/2" Bolts w/ 0.56° 1" Washers 0.09" t=0.09" , 0.31° 1/2" Bolts w/ 7.0" 1" Washers 5.0" 0'1" 2-7" C SPLICES. ONE EACH SIDE , 4,00° 2.88` 2' 4 OF 7" "I" BEAM 3611 ' 0.11 1.0" 0.12" SEaV\CES �vF0Fk 0.13° I 3.00°�I 24" peg ��s°°� � � scoop lPIAGE 7" X 4" I—BEAM SPLICE � CG�p4. Y� _s (6105—T5 ALUM. ALLOY) G®Dw 4"X3" I BEAM FULL STRENGTH " SPLICE BOLT LAYOUT OU 7" X 4" ALUM. 1—BEAM FULL STRENGTH SPLICE BOLT LAYOUT 6063—T6 ALUMINUM ALLOY 3.00" 3.00 0.72 �L56� 0.72 _ SEE TABLE 4.21 0.024" 3.00" SEE TABLE FOUR #14 4.20 0 4.21 SMS PER HEADER 0.93 R=.0937 0.72 0.56° MIL TYP. 7-1 3" SQUARE POST - = 0.93 156 3.00 - - _ - - 3004—H34 ALUM. ALLOY 0.28 _ _ , _ : _ DETAIL W 0.37-DETAIL- DETAIL=0.72 0.72 4'00° 0,072° 2.88• AH OR AG4 0.17 " %� DOUBLE STEEL CLOVERLEAF" HEADER t = 0.041 ASTM A653 GRADE 40 . OW 3" X 3" CLOVERLEAF HEADER (A-653 Ey=40 KSI STEEL) 0.13° �--- 0 s 139 4"x3" I BEAM 0/2019 - • Amerimax" 3.00° --� 6063—T6 ALUM 28921 US Hwy 74 S tC Il EXTERIOR HOME PRODUCTS Romoland, CA 92585 FCAL\FOR pw BY., BEJ/CP xpru May31 2017 SCAM' NTS NMF- AMEMay Component Parts & Connection Details Amerimax Standard Plan (20.16 CBC) 1/31/2017 Page 68 of 83TE: Engineer's Stamp n : CD04-2015 IE': 4 of 9 .75" FASCIA HDR. TYP. TWO 3/8" BOLTS FOUR 14 SD SCREWS.EACH 1.5" Or SIDE UP TO d=26" FOOTING 3"X 3" 2"X 6 1/2" SIDEPLATES T 75" TWO 3/8" BOLTS W/ 1" DIA. ALUM. FOOTING TYP. x 3/32" THK. STL. WASHER ' BRACKET �. J'0 or I' GALVANIZED OR STAINLESS HILTI KWIK BOLT TZ (ICC ESR 1917) W/ 2' EMBED 0.062'X1.5' SQ ALUM W/ DECORATIVE „ "'° AND V 0+ WASHER OR EQUIVALENT 1.5" ALUM SCROLLS ❑R SOLID FILL 41 o° �o° too SEE DETAIL BM FOR OPTIONS TyP' J'0 GALVANIZED STEEL HILTI KWIK BOLT TZ (ICC �' POST ° a° DETAIL AF ESR 1917) W/ 2' EMBED AND 1' 0 WASHER OR / S' SLAB OR FOOTING EQUIVALENT. SEE DETAIL BM FOR OPTI❑NS 29'• X 0, A� ALU MINUM F❑❑TING FOR CONNECTING TO TWO 3/8" BOLTS BRACKET 0 �S� ti9 CONCRETE SLAB OR FOOTING --� 2.25". 4.5° ----BOTTOM CONN. CHANNEL 2.25" �— 6063 T6 ALUM ALLOY ONLY USABLE FOR, SINGLE SPAN ATTACHED UNITS AC SCROLL POST CONNECTI❑N TO CONCRETE SLAB OR FOOTING BRACKET = 6063 T6 ALUM ALLOY POST = DETAIL AF " 1 PERMIT ONLY USABLE FOR SINGLE SPAN ATTACHED UNITS BU�COUNVpEVELOPMENTSERVICES FO'R REVIEWED CODE COMPLIANCE °3,o .3.0000 .437" 4) 0.062 3°_6. or fill 1" it, z ° 3.000 TYP .688(4) AG 3�� 'r 0:37" 0.0621 .7 0'(4) 3'-6° .7 CD r or - 688(4) 688(4) �— GRADE B STEEL POST 17 SEE GENERAL NOTE #9 FOR t. (IN) = 0.030, 0.040 (ALUM 437(4) CORROSION PR❑TECTI❑N = 0.041 (STEEL) ' .12?36� AD. " 15P.. 3" ALUM OR -STEEL CLOVERLEAF x 7 x 1.RAD.(20) " (122) 1, 5 0 " POST 187062' RAD(16) NAL (3105 H25 OR ASTM A653 GRADE ®COLONIAL POSTS A O TWIN 1.5" SQ. X .062" of `' r F 40 STEEL) (3" ALUM. ,6063 Ts) "t" = 0.062" UNLESS OTHERWISE NOTED EXTRUDED POST 1 9= ,9 ' AMeromax (ALUM. 6063—T6 sT�r 28921 US Hwy 74 V;iL �P F EXTERIOR HO=ME PRODUCTS Romoland, CA 92585 AL�FO� .UPAWN - BY: WPE: BEJ/CP SCALE: May 31 2017 NAME: NTS Component Parts & Connection Details Amedmax.Standard Plan (2016 CBC) 1/31/2017 - Page 69 of 83 - DA sNEET: Fl : Engineer's Stamp , . CD05-2015 5 'of 9 M POST SPACING IS RESTRICTED TO THE 'ON SLAB' SPACING SHOWN IN TABLES 5.1, 5.5, 5.6, 5.7, 5.8, 6,1, 6.5, 6.6, 6.7 OR 6.8. POST •A• DETAIL AD " SOLID COVERS MUST USE THESE DOUGLAS FIR UTILITY RESTRICTIONS EIGHT #14 SMS GRADE OR BTR FOR 10 PSF SNOW/LIVE LOAD - MAXIMUM WINDSPEED IS O TWO %'X5' LAG SCREW W/ 1' WASHER, 150 MPH EXP B ONE ON EACH SIDE OF POST. O O 120 MPH EXP C ' � 20 PSF OR GREATER SNOW/LIVE LOAD MAXIMUM DCPEED IS DOUGLAS FIR 5�P`)50 MPH EXP LUMBER FLOOR E� JOIST OR HEADER f b� _ G� AL ATTACHED STRUCTURE POST ��OVN���Q��P QM\ �v �i STEEL POST SEE SHEET M8 FOR CONCRETE SLAB REQUIREMENTS FOR TO FLOOR JOIST �Q CONSTRAINED FOOTINGS 3/8' x 9' STEEL B I REBAR EMBEDDED AT 3'x3' ALUMINUM OR STEEL p 0. p . °B° DEPTH TWO 3/8" BOLT POST (DETAIL AE OR AH) d. d d< 33' B= 9' 0.091" TyP— d < 38' B = 12' d < 46' B = 18' .750" 3" d < 51° B = 24' 2.25" 1.0" d 097" CONCRETE FOOTING d 4" MIN AQ FREESTANDING OR ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL 1.575" 5.5" ko GALVANIZ D STEEL HILTI KWIK BOLT TZ (ICC SS�ONALF N ESR 1917) W/ 2' EMBED WITH 1°0 STEEL WASHERS o``�`�� PU F MAX F❑❑TING SIZE IS� d= 31° QQ' oP 1 9 POST TO F❑❑TING ATTACHMENT DETAIL AP SINGLE SPAN ATTACHED UNITS ONLY P 6/3 2`mer�max„ 28921 US Hwy 74 CIV EXTERIOR HOME P R O D U C T S Romoland, CA 92585 t OF C DRAWN er: HYPE: BEJ/CP SME: NMF - May 31 2017 NTS Component Parts & Connection Details Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 70 of 831. nLE : Engineer's Stamp CD06-2015 Engineer's SHEEP: 6 of 9 i 3/8' BOLTS W/ 1.0' DIA. x 3/32' THK. STL. WASHER OR #14 SDS. SEE NOTE FOR QTY (4 FASTENERS MAX). �E 2.25' ALL 'I' BEAMS & 'C' BEAMS USE TABLE 7.3 COLUMN H FOR NUMBER OF HORIZONTAL BOLTS 0.091 USE TABLE 7.4 COLUMN N 3' x 3' POST - FOR VERTICAL BOLTS USE 7.3 COLUMN I FOR HORZ❑NTAL #14 SDS USE TABLE 7.4 COLUMN L FOR VERTICAL #14 SDS 4= A 1.01 Ix 7�L 3/8' BOLTS OR .#14 SDS (SDS= SELF DRILLING AR ALTERNATE 3" SQ. POST. CONNECTOR BRACKET SCREW) (6063-T6 ALUM. ALLOY) 4 FASTENERS MAX '. B❑1 SEE TABLE COLUMN FOR QUANT 41 FASTENI 2' x 4' DOUG FIR WOOD STUD ' -- --"M OR STEEL 'CBEAM AT 3" STEEL POST TO HEADER CONN. BRACKET (6063-T6 ALUM.) �— 2.5' --� 0.075' AW 3x 8'x 12 (t=0.105') 3"X 8" BOX 7'75 OR 16 go, (t=0.059') BEAM WRAP STEEL C. BEAM 3'x8' STEEL C BEAM W/ 0.042'X3'X8' ALUM WRAP Amerimax Standard Plan (2016 CBC) 1/31/2017 7' x 4' use 4 - 3/8' bolts 4' x 3' use 4 - 3/8' bolts 0.188'X3'X3' STEEL POST OR LARGER 1s• ur BOLTS 1' MIN OALTERNATE — I BEAM TO POST CONECTION BOLTS W/ 1'0 x I:Req'd; _ ; •;':�.o f;� 3.5' MIN 2' THK STEEL .AP".0 Beairis_"On Slab'' _ e 4 .4 . Single; Steel. Inserts ,3X8dC�__ WASHER.. SEE TABLE DOut le'16G_Steel'C`,(6i(tdpt'•,60 04L T4 ' ' Doubled ��6 G'Steel (6q pst) ►'_ 5.` 7.4 COLUMN 'N' FOR QUANTITY. TWO MINIMUM, FOUR MAXIMUM 5" STEEL POST t" =' 0.041 2.5• MIN PENETRATION - INTO WOOD FRAMING 3"- x 3' _ DETAI 8-#14 [i FOUR #14 SMS EACH SI 3" I + 3, FOUR #14 SMS EACH SIDE Seal with permanently flexible & 'waterproof sealant CONTINUOUS 2'x DF LEDGER ' BOARD OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 1.00'min. 2105) AT SPLICE LOCATION COVER W/ 0.019' ALUMINUM 1/4' Lag Screw ATTACH PATI❑ COVER AS PER AZ, BD OR BG Completely Seal with permanently flexible & waterproof sealant FOR ATTACHMENT TO NON -STUCCO WALLS SEE TABLE 7.5 1ANC4' FOR ATTACHMENT THRU STUCCO SEE 1,00 min. ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN' TABLE 7.7 Synthetic Stucco or other non-structural covering (1' rax. thick) Sheathing LEDGER BOARD r Av ATTACHMENT DETAIL O POST TO HEADER CONNECTION FOR 3" X 3" STEEL HEADER "W" Page 71 of 83 May 31 2017 Engineer's Stamp • PMENT SERNIGES vEV-O a�� t3��cREv�Ew�p4 AGE GONE COM ec� ALUMINUM W. BRACKET FOR CONNECTING COLUMN TO HEADER (6063—T5 ALUM. ALLOY) 1/4' BOLTS ASTM A307 SEE BELOW FOR QTY —i I' MIN 0 O O 6' wan 0 0 - VW \-3X8 ALUM WRAP AY ' STEEL P❑S.T DOUBLE OR • SINGLE 3'X8' STEEL C BEAM, BOLT LAYOUT FOR SPLICED AND N❑N—SPLICE ATTACHMENT 'Beam I:Req'd; _ ; •;':�.o f;� Typp bo_I .AP".0 Beairis_"On Slab'' _ e 4 .4 . Single; Steel. Inserts ,3X8dC�__ - .;L 4: r -� DOut le'16G_Steel'C`,(6i(tdpt'•,60 04L T4 ' ' Doubled ��6 G'Steel (6q pst) ►'_ 5.` 'merimax, 28921 US Hwy 74' E'X T E 1 0 R H'0 M E OR O D U C T S Romoland, CA 92585 wN BY: TYPE BEJ/CP ALE E NTS Component Parts & Connection Details Fl CD07-2015 a 7 of 9 I STRUCTURAL PANEL 1.750 .750 ADET IL SEE J' 0.040" SEE TABLE 7.5 .750" ~ SEE TABLE 7.510 SMS 2.50"DO N ���� �� y N o FOLLO ING SPACING: OR 3.50" y0�,��`P` 0 0.062" 6' O.C. FOR 6" PANELS G ��0� TYP. to/ I 12' O.C. FOR 12' PANELS J�� ! �/ co 1.00 M V � 1.50' 1.325" ®ROLLFORMED HANGER 1.790" (3004-H34 ALUM. ALLOY) 66 3 1/2" "J" HANGER #10 SCREW ® 6" 0/C (6063=T6 ALUM. ALLOY) ti #14 x 2" SMS SEE TABLE 7.5 #10 SMS ®FOLLOW- „ FOR SPACING ING SPACING: 0.5 MIN i 6', O.C. FOR 6- PANELS 6.5" 12 O.C. FOR 12' PANELS 1.50" 1 -I MAX LOADS 1.686" —71 10 PSF 140 MPH EXP C 2.25" 30 PSF 140 MPH EXP B' A -RAIL t=.062" OR 20 PSF 135 MPH EXP C TYP. 2.50" 25 PSF 130 MPH EXP C DETAIL J 30 PSF 120 MPH EXP C 1.500", 43" ® ROLLFORMED HEADER 'E' CONN. 0.30"-] DETAILS TO STRUCTURAL PANELS 1.50" ' BD EXTRUDED HANGER TYP. 1.562" --� (6063-T6 ALUM. ALLOY) #10 SMS ® 6" 0/C BH EXTRUDED CHANNEL' CONNECTOR (6063-T6 ALUM. ALLOY) 2x wood studs DOUG FIR or BTR ®16» o/c _ 050" ATTACH PANELS PER DETAILS #14 x 2' SCREW SEE TABLEIF a AZ, BD OR BG 7.5 FOR SPACING r` ri 1/4" LAG SCREW 1.00 SgiONA PER TABLE 7.5 F� MIN SCREW SPACING IS 1 " <• _ 6 1 9 CONTINUOUS 2"x DOUGLAS FIR LEDGER OR BG 3 1/2" "G" RAIL 1.325 019 2.25" MIN PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR (6063-T6 ALUM. ALLOY) 1 797" * Amerimax¢ 28921 US Hwy 74 2105) AT SPLICE LOCATION �' COVER W/ 0.019" ALUMINUM `r�qT 10 ��P E X T E R 10 R NO M E PRODUCTS' Romoland, CA 92585 DRAWN BY.' ov rrrcLEDGER B❑ARD ATTACHMENT ' BEJ/CP, KM May 31 2017 s NTS EComponent Parts & Connection Details Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 72 of 83 DATA: SHEM Engineer's Stamp CD08-2015 8 of 9 f0.21' STEEL (Fy - 33 KSI) MMOMT 1x lnxv WIDE r a' -A 2X8 LEDGER BOARD (Doug. Fir) SEE GENERAL NOTE #23 ALUM #141.5" screws PANEL HAND #143.5" scree+ TDP MOUNT L 2 x *000 SEE TABLE 7.5 1" MGAP FOR FASTENER BETWEEN SCHEDULE AND ROOF AND GENERAL NOTE #23 LEDGER FOR I TOP MOUNT BRACKET EAVE OVERHANG AND 'L' MUST COMPLY WITH DETAIL BN ALSO 0.125' 1.5*j U Oly EXISTING EAVE WOOD FRAMING / 1/8" STEEL BRACKET (Fy= 33 KSI) 1" SPACING BETWEEN SCREWS SEE CROSS SECTION LEDGER BOARD #14X1.5" SCREWS 6 PLACES SIDE MOUNT BRACKET BI ALTERNATE EAVE ATTACHMENTS Live -a- MAX "L" FOR TOP Load OR SIDE MOUNT Wind Speed 16" o/c 24"o/c (psfl and Exposure 10 110 mph Exp B 19'-4" 12'-10" 115 mph Exp B 17'-10" 11'-10" 130 mph Exp B 14'-2" 9'-6" 1T6' 140 mph Exp B 12'4" 8'-2' s0.• 110 mph Exp C 16'-2" 10'-9" 110MPHhA'tl 115 mph Exp C 14'-10" 9'-10" 20 130 mph Exp C 11'-4" 7'-6" 12•- 8• 140 mph Exp C 10'4" 6'-10" ALL HOUSE PENETRATIONS MUST BE COMPLETELY AND PERMANENTLY SEALED NOT ALLOWED IN SNOW LOAD AREAS SEE GENERAL NOTE #9 FOR C❑RROSI❑N PROTECTION 2. 2' FOR BOLT 2_I SIZE SEE -I 50" DEraL Al' 0.024• 0.024' 0.624' .80" 2.75' 1 8 5/8' 3' 8 5/8' 078 I�2•25� 1.0 1- #14 x 3/4' SMS SEE DETAIL N22 NOTE: + + 3- SEE DETAIL 'BJ' FOR INSTALLATION AND + + • PROPER CONNECTIONS. 3' SQUARE •COLUMN (3004-H34 ALUM. ALLOY) BK 6063T6 ALUMINUM 2' X G5' SIDEPLATES BRACKET (3004-H34 ALUM. ALLOY) DETAIL "Al" KA'N GA ASTM A653 GRADE 33 STEEL BRACKET DETAIL "A2" #8X1.5 WOOD SCREWS INTO RAFTER 2X FASCIA 2.5' BRACKET PER RAFTER ROOF COVERING IS MAX 3 PSF. HEAVIER ROOF SEE TABLE COVERING SHALL REQUIRE ADDITIONAL ENGINEERING 1 MIN FOR NUMBER ANALYSIS OF SCREWS .RAFTER 7 NO - 2"x WOOD FRAMING RAFTER - 2X DF WOOD %� DOUGLAS FIR -LARCH (NORTH) 1• MI FASCIA SEE DETAIL / #2 OR BTR A1' OR 'A2' r� h HANDL \ 1% / 2X DF WOOD FASCIA PANEL---kSUC RAL I 2x4 wood rafters requlring 4 or 4 1/2' BN ALTERNATE EAVE more screws MUSTuse Detail Al L FASCIA ATTACHMENT SEE TABLE 7.5 FOR MAXIMUM FOR FASTENER OVERHANG SEE SCHEDULE AND SCHEDULE 0 RIGHT GENERAL NOTE #23 Amerimax Standard Plan (2016 CBC) 1/31/2017 Linol3mow Load -a- MAX DISTANCE TO FIRST ROW OF POSTS -L- a of #14 saloColerw+m elm sem" GAV60VrRHANG N66 U- OICIir 1r 24• 30- 10 2x4 1T6' 154• V-10- s0.• 79- 110MPHhA'tl 2X6 1r6' Ir -r 1r6• 1 r6' 12•- 8• 3 3x6 IT4' 1rJr 1T4' 17-4• 1741 10 '2x4 176' 156- r4r 4'-r 76• 110 MPH tA• C 2X6 1r6• 1'r -W IT4• 15.4i• 11'1• 3 2x6Ir-W +r6' 1r6• +r4r 1^6* 10 2x4 1r -r 14'6' 6.4' 4'-11• 7-r 115 MPH EA' 6 2.6 1r6• 1r6• 176• leer 11'411 3 he 1 r6• 1-r6' 1'/'-0' 1'r6- 1 r6• 10 2.4 1rr 176• T4• 4'4' 2'T 115 MPH Elm C 2x6 1T-0' 1T-0' 1761 ",r 10.6' J 2.8 1r-0• 1r6• 17'6• 1r6• 1T-0• 10 - 2x4 1T10' 10•.7 s..1• 1'-7 1'..16 130 MPII 0F 2.0 1T8• ITS ITS, 172' 6'6 4 N8 IT4r 1T-0' 1r61 IT -T 1r-21 10 2x4 1r -r 014• W-3• S-0• I'-0' 140 MPI I FXP C 2xe +r.0• 1T-4 ITA' 10.-0• TAI 4 2.0 1761 IT 6• ITS' tre- 15.1• 20 2X4 16W 1941 VAV3.4i 1'-14 110 MPH F.XP C 2x6 IW -W - IV -W 16'4• 1+'-10• 61-01 4 298 1514• 1514' 15'4• 1514' 15'4' 20 2.4 1616• V-0• S -T 3'-T 1'-T 11b MPH tAP C 2X: 16'6- 1VAr 194' 11-7 647 4 . 2x 16'4• 16'-0- IV4. 1O.T 16'-0' 20 2.4 156• 641 4'6' -r6' 11•11 130 MPH EAr C 2x6 166• 16'6' 15-10' V6' 6•T 4 2X6 16'6' 16'b 161,1 IU.V 13'b' 25 2x4 1516- 66• S-61 3'-11 1'6- 113 MPH EI(P C 2.8 1516' 1516' 1S(P 19.11' T-9• 4 2X6 15.6- 1YG 15.6• 151$ 156- 36 2X4 15.6• 62' 4'6• 76 110' ISO MPH EXP c 2.6 151-0' 1516' 15-r 90.• fl••s• 4 2.8 15-6• 15.6- 16-W fs•6• 13'-1- 25 2X4 1514' TI• 4.4• 7.1' 94• 140 MPH CXPC 2.6 15'6' Isle, 173- 69' ST 4 2.8 1s Ir 1516• 15'6- 15.6• 11'6- 30 2x4 141.4 V.8- 4•.10• 70 11,1 115 MPI I GIS C 20 14'.9• 14•-4 141. 6-10' 6-11' 4 2.0 WIT 14.16- 14.6- 14�IT 14.0' so 2x4 19.8' r61 4'-1• 2•-1' 94r 130 MPH F)D' C 2X6 14'4' 14'4• 12'4• V6- 61-T 4 2xe 1414• 1C IT 14'-4 14•..4 11'-11• 30 2.4 N-4 616•3'•r 1'4r 9.5• 140 MPH tA' C 2X6 1447 19'-9' 1141 r6• V-1- 4 2116 141-0' te'-p 14'.0' 14'6' 17-T J6.7 2.4 N' -J• T-0- 4'd• 7.3- 9-10- 110 MPH EA' C 2.6 14'-3' 14•-3- 17.10• &4r 9-11• 4 2118 14•-3' 141-3• 14':1' 14'-3• 12'4' 36.1 2.4 14'•1' 6'-01 5-0- 1581 9-3- 140 MPH EA• C 2.6 14.4- 14.0.• 10••5• 8'-10' 4.6• 9 2.6 14'0.• 14'0.• 14'0.• 13.6• 910' 42 2X4 13.6 8.2' 3' 3' 1' 6 0' T 130 MPH CXP C 2.0 01-V 13'.6 10`4' 6.10' 4.6• S 2.8 13.6• 151-0• 13.6- 1 13'S 447 42n 1114r 5'4' 7.11' 1'. .Y 94• 140 MPII GXPC 2x6 13'8' 15'4 4B• 67 4.0• 8 2.8 13'6' 156- 1916• 17»4' 6.111 s0 2x412'47 5•-2' r -r 1'-0' 94- 13OMPIIFXPC axe 17.6• 12'1.4 64 5'T Tfr 2.0 178' 176 176 11.4• 6.1• s0 2X4 V-11• 4'-T 1'-11• 947 94 140 MPH FXP C 2x6 114• 1IAT r-0" V-0 2•C 6 2x6 P 867 011`43 1118' 6••1' 6'.4' POST EIGHT #14 SMS THICKNESS J' OR J'O GALVAMZED OR STAINLESS STEEL HILTI ANCHOR (ICC ESR 1917) l W/ 2' EMBED AND 1'0 WASHER OR EQUIVALENT 2 „ -u BM POST TO 4" SLAB/ o F❑❑TING ATTACHMENT 0 4" ALUMINUM BRACKET 6063T6 t = 0.090' >> SLAB ATTACH FOR 140 EXP C t = 0.090' >> F❑❑TING d = 31" MAX t = 0.160' >> F❑❑TING d = 37' MAX WITH DETAIL AH STEEL POST 139 3/8' B130%A / 3/32' ®� WASHER AS PER TABLE 7.4 USE COLUMN M 2 BOLTS MAXIMUM" 3/8' BOL T,A�II�PER TABLE 7.3 3.00" -60 POST C USE)) COLUMN H POST D&E USE COLUMN J TWO BOLTS MAXIMUM 1.0 FOR #14 SMS POST C USE COLUMN G 2.30- POST D&E USE COLUMN I OR 2.90• SIX SCREWS MAXIMUM ALTERNATE POST CONN. BRACKET . I 3' SO. POST (DETAIL 'AH') BJ 3" POST CONNECTIONS FOR FASCIA HEADERS Amerimax - 28921 US Hwy 74 EXTERIOR -HOME PRODUCTS Romoland,CA 92585 BEJ/CP NAME: May 31 2017 NTS Component Parts & Connection Details 0.4 FILEJ: SHEET, Engineer's Stamp CD09-2015 I 9 of 9 , 0.040'X2°X6.625' ALUM HEADERS ❑R ALUMINUM RAFTERS OR SOLID PANELS NOTES: 0.042'X3'X8' ALUM HEADERS 1, FIBERGLASS POSTS ARE 2'X6.25' ALUMINUM DOUBLE HEADERS NON—LOAD BEARING, 3'X8' ALUMINUM DOUBLE HEADER 2, ATTACHMENT TO HOLD COVERING PLASTIC HOLE PLUGS—:,,EIGHT #14 SMS AGAINST MINOR LATERAL FORCES. 3, USE MULTIPLE BRACKETS AS NEEDED. 1" MIN 4, FIBERGLASS POSTS MAY BE #14X3/4' USED FOR ANY STRUCTURE. TEK SCREW STEEL ORI I ' 3/8'X 3/4° BOLT I ALUMINUM POST I I I FIBERGLASS I I 1.5'X1.5' STEEL L I POST COLLAR I I ANGLE BRACKET (TYP) I I I I FIBERGLASS I I STEEL OR ALUMINUM DECORATIVE M2 I I LOAD BEARING POST POST COVER ,{ / I I FIBERGLASS I I I I — NON LOAD < I I I BEARING POST<S EXISTING ROOF STRUCTURES COMPLYING WITH A 1N oovN � a �/ ROOF -SNOW LOAD �THIS DETAIL D❑ NOT REQUIRE M� v�� FZE" Gp� / ADDITI❑NAL DRIFTING SNOW QTR e CONSIDERATIONS LOAD BEARING POST h GROUND -SNOW MAXIMUM SEE DETAILS L25, L29, N8, P� LOAD (PSF) "h" (IN) N29, AD,AP OR AQ FOR �i FIBERGLASS DECORATIVE D 9 P❑ST/CONCRETE ATTACHMENT�I POST COVER 15 14 '20 17 FIBERGLASSPOST COLLAR j PATI❑ COVER30 20 M4 25 18 t 1.5'X1.5' STEEL L- 40 25 ANGLE BRACKET (TYP) 4. 50 30 . SLAB OR 3/8'X3/4' BOLT 60 33 FOOTING CONCRETE ANCHOR A. 6 139 jAmerimax" a a 0/2019 a o. o R mol US Hwy 74 nd, CA 92585 n S ?C Il EXTERIOR HOME PRODUCTS CA01 DRAWN m: TYPE., V CP SCALE:NAME ` May 31 2017, NTS Miscellaneous Details Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 74 of 83 DAA: RLE #: s"EER' Engineer's Stamp Miscla-2015 i TWO 3/8" — STEEL BOLTS I: ASTM 4500 GRADE B CONTINUOUS' WELD r x„ ASTM A36 STEEL PLATE 6. 8 •1200„ SEE TABLE FOR SIZE Fxx= 60 • ksi ti • '1 k 1. _ - ... . .. _ t' . Base Plate and Stub Post Specifications - MANN w\G es 112`0 GALVANIZED HILTI KWIKO ChM„ Uo �E�R� \tiv���,,���,N M 5 e ooh Sq� BOLT TZ W/ 2 ❑F EMBEDMENT WELDED MOMENT RESISTING STEEL BASE. PLATE . ' • , . oP�� ' ALTERNATIVE TO POST EMBEDMENT IN CONCRETE F❑❑TING THE WELDED r P❑ST BRACKET MUST BE ' VERIFIED TO -- A COMPLY WITH THE REQUIREMENTS. IN DETAIL M5.❑F..THESE PUTq��� 'PLANS' AND FABRICATED IN' `ACCORDANCE W/ 2015 IBC . 'SECTI❑N; 1704;2,5,1 BY AN `APPROVED FABRICAT❑R TO THE 0'2019 _ �1rleillYlaxM 28921 US Hwy 74 SATISFACTI❑N OF THE CODE. OFFICIAL s rFoF�AL�P EXTE.RIoR HOME PROt)UCTS Rorrioland,CA 92585 • - ! - PAWN BY. 7YPE: , CID SCALE: NAME May 31 2017 ” NTS Miscellaneous Details' Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 75 of 83 , DATE: FILE #: sHEEr: Engineers Stamp Misclb-2015 " ". Allowed on Moment Max Constrained Plate Plate Stub Stub Minimum' Capacity Footing Size Size Thickness Post Size, Post Size Weld Size (Ibf*ft) d (in) . A (in) ti (in) B (in) t2 (in) (in) 624s 21 8.. 0.375 2'.5 0.188 0.125 1065 24 12 0.375 • • 2.5 .' 0.188 0.125 1706 27 1.1 0.5 2.51. . 0.188. 0.125 26.00 30 17 0.5 2.5 0.25 0.188 3365 32'. 14 0.625 2.5 0.315 0.25 • '1 k 1. _ - ... . .. _ t' . Base Plate and Stub Post Specifications - MANN w\G es 112`0 GALVANIZED HILTI KWIKO ChM„ Uo �E�R� \tiv���,,���,N M 5 e ooh Sq� BOLT TZ W/ 2 ❑F EMBEDMENT WELDED MOMENT RESISTING STEEL BASE. PLATE . ' • , . oP�� ' ALTERNATIVE TO POST EMBEDMENT IN CONCRETE F❑❑TING THE WELDED r P❑ST BRACKET MUST BE ' VERIFIED TO -- A COMPLY WITH THE REQUIREMENTS. IN DETAIL M5.❑F..THESE PUTq��� 'PLANS' AND FABRICATED IN' `ACCORDANCE W/ 2015 IBC . 'SECTI❑N; 1704;2,5,1 BY AN `APPROVED FABRICAT❑R TO THE 0'2019 _ �1rleillYlaxM 28921 US Hwy 74 SATISFACTI❑N OF THE CODE. OFFICIAL s rFoF�AL�P EXTE.RIoR HOME PROt)UCTS Rorrioland,CA 92585 • - ! - PAWN BY. 7YPE: , CID SCALE: NAME May 31 2017 ” NTS Miscellaneous Details' Amerimax Standard Plan (2016 CBC) 1/31/2017 Page 75 of 83 , DATE: FILE #: sHEEr: Engineers Stamp Misclb-2015 " ". 1® WALL HANGER 0.120'x2'x2'X2' LONG 'L' ANGLE 6063T5 ALUM __3 ONE #14X2' SCREW WALL HANGER ONE #10 SMS SCREW FAN BEAM /-FASTEN TO HANGER R STRUCTURA PANEL ep " CONFORMANCE TO THE APPLICABLE ELECTRICAL -FAN BEAM , ' CODE IS OUTSIDE THE L 0.042 HEADER HEADER -CEILING FAN OR LIGHT FIXTURE ~POST �A SCOPE OF THIS DETAIL AND MUST. BE APPROVED SEPERATELY, 1 Page 76 of 83 2.000 0.045 —T 2"X2" FAN BEAM 2.000 1.430 6063T5 ALUM R0.170 N❑ ❑RIENTATI❑N 0.060 SPECIFIED 5'x2.5' 6005T5 3.00 4N BEAM 0.72-1,56{ 0.72 - -I 0.93 ' K8' 0.72 _T 3.00 0.93 1.56 0.28 0.37 0.72 -0.17 t = 0.041 " 3" X 3" CLOVERLEAF HEADER (A-653 Fy=40 KSI STEEL) 'Wei.ght of Allowable Fan Beam Spans fan/lkghts . 0.048 x.1.5- x1,5 2'7x-21' Fan. Beam 3x 3 Ste e`I ' Be a m 30 lbs 15'-10" `23" May 31 201 Engineer's Stomp 7.010OST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURES Trib Width (ft) Allowable Width for Attached Two Post Structures on Slab Live or Ground Snow Load Al 10 psf 20 psf 3 45'-5" 23'-9" 3.5 38,-11" 20,-4„ 4 34'-1" 17'-10" 4.5 30'4" 15'-10" 5 27'-3" 14'-3" 5.5 24,-9" 12'-11" 6 22,4„ 11'-10" 6.5 20,-11" 10'-11" h 19,-5" 10'-2" 7.5 18'-2" n/a 8 17"-011 n/a 8.5 16'4" n/a 9 15'-1" n/a Table 7.1 20 psf Slab 1 10 10 POST POST DESCRIPTIONS TYPE DETAIL MAX POST HGHT Al Twin 0.060"x1.5"x1.5" Scroll AC 11' A2 0.042"0'0' Aluminum Post N30 or Ll 12' B 0.024"x3"x3"Post with Side fates N16, BK or L24 10' C lClover 0.030"x3"x3" Alum Nil, AH or Lll 1 11' D Clover 0.040"x3"x3" Alum Nil, AH or Lll ill E Colonial 0.062" Extruded AE 11' Fl 0.041"x3"x3" Steel Clover Nll, AH or Lll 11' F2 0.041"x3"x3" Steel Clover Nil, AH or Lll 10' F3 0.041"x3"x3" Steel Clover Nll, AH or Lll 9' F4 0.041"x3"x3" Steel Clover Nil, AH or Lll 8- F5 0.041"x3"x3" Steel Clover Nil, AH or Lll 7' Gl 1/8"x3"x3" Steel Square N37, AG or L21 12' G2 1 8"x3"x3"Steel Square N17, AG or L21 10' Hl 3 16"x3"x3' Steel Square N17, AG or L21 12' H2 3 16"x3"x3" Steel Square.. ' N17, AG or L21 10' 11 3 16"x4"x4" Steel Square N17, AG or L21 15' 12 3 16"x,l'W" Steel Square N17 AG or L21 12' 11 3 16"x5"x5" Steel Square N17 AG or L21 1S' 12 3 16"x5"x5" Steel Square N17, AG or 1-21 12' Ki 3 16"x6"x6" Steel Square N37 AG or L21 15' Table 7.2 #14 SMS = #14 sheet metal or SDS screw, 1/2' minimum length 3/8" B = 3/8" Diameter Bolt See General Notes for specifics on fasteners LIV 1 Clearspan on this chart is the distance from the wall to the first row of columns. 2 Hilti Kwik Bolt TZ 3/8' diameter and 2" embed and 1' dia steel washer: ICC ESR 1917 or other anchor w/ 320# allowable shear and 200# allowable tensile vs live, snow, wind and seismic loads. 3 Masonry anchors must have an allowable shear value of 320# and 200# tensile for live, snow, wind or seismic loads or be specified by a design professional. 4 #14 screws must have 1.5" of penetration into solid wood. 5 1/4" Lag screws must have 2 1/4" of penetration into studs and 0.5" washers These lag screws must be installed as per AFPBA NDS Section 11.1.3. See General Note #11 for washer specifications. 6 10 and 20 psf are live or snow loads, 25- 60 psf are snow loads. 7 For ANC3 and ANC4 wood framing imust be SG=0.5 or denser (Douglas Fir- Larch) 8 "n/a" indicates maximum panel span in this report or ICC ESR 2488 was reached by a lesser amount of Amerimax Standard Plan (2016 CBC) 1/31/2017 ALLOWABLE PANEL SPAN FOR GIVEN FASTENER AND NUMBER WIND SPEE CONCRETE (2) OR MASONRY (3) I#14 SCREW (4) PER 16' (MPH) AND ANCHOR O/C SPACING 1/4" LAG SCREW (5) PER 16- 2i 20 6" B20 B 17 C 1 25 1 130 C 1 14' 1 n/a 1 9.5' 14' n/a n/a 1 1 Spacing between bolts and screws shall be 2.5 times the shank diamter. 2 The edge distance of bolts and screws shall be 3 times the shank diameter 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant line of action of the load. ABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS ALLOWABLE DISTANCE TO FIRST ROW OF POSTS Table7.3: Required Number of Fasteners for Shearing Loads Wind Speed and Ex osure # of Screws' per Rafter Table 7.4: Required Number of Fasteners for Tension Loads 32" 36" Aluminum Material Gage (in) 170 EXP B 140 EXP C 2 3 Steel Gage (in) 26' 20' 26' 20' Aluminum Gage (in) 18' 19' 16' 17" 20 LIVE 180 EXP B 180 EXP C 2 3 19' 19' 18' 14' 19' 14' 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.041 0.041 25 0.036 0.06 0.060 0.090 0.100 9' 8- A #14 B C 3/8" B 3/8' B D #14 E #14 F 3/8' B G #14 H 3/8" B I #14 J 3/8" B K 3/8" B L #14 M 3/8" B N 3/8" B O #14 7' 6' 42 Footer Design Design Foote Size Uplift SMS BOLT BOLT SMS SMS, BOLT SMS BOLT SMS BOLT 4' BOLT SMS BOLT BOLT SMS Uplift Size d (in) (Ibs) 128 580 788 192 210 984 310 1470 507 1522 4'•10" 885 •128 865 1038 234 (Ibs) d (in) 12 90 1 1 1 1 1 1 1 1 1 1 140 1 1 1 1 1 90 12 13 114 1 1 1 1 1 1 1 1 1 1 3'-7" 1 1 1 1 1 114 13 14 143 2 1 1 1 1 1 1 1 1 1 140 1 2 1 1 1 143 14 15 176 2 1 1 1 1 1 1 1 1 1 2'-10" 1 2 1 1 1 176 15 16 213 2 1 1 2 2 1 1 1 1 1 1 2 1 1 1 213 16 17 256 2 1 1 2 2 1 1 1 1 1 1 2 1 1 2 256 17 18 304 3 1 1 2 2 1 1 1 1 1 1 3 1 1 2 304 18 19 357 3 1 1 2 2 1 2 1 1 1 1 1 3 1 1 2 357 19 20 417 4 1 1 3 2 1 2 1 1 1 1 4 1 1 2 417 20 21 482 4 1 1 3 3, 1 2 1 1 11 4 1 1 3 482 21 22 555. 5 1 1 3 3 1 2 1 2 1 1 5 1 1 3 555 22 23 634 5 2 1 4 4 1 3 1 2 1 1 5 1 1 3 634 23 24 720 6 2 1 4 4 1 3 1 2 1 2 6 1 1 4 720 24 Slab 115B 722 6 2 1 4 4 1 3 1 2 1 2 6 1 1 4 722 Slab 25 814 7 2 2 5 4 1 3 1 2 1 2 7 1 1 4 814 25 Slab 115C 886 7 2 2 5 5 1 3 1 2 1 2 7 2 1 4 886 Slab 26 915 8 2 2 5 5 1 3 1 2 1 2 8 2 1 4 915 26 27 1025 9 2 2 6 5 2 4 1 3 1 2 9 2 1 5 1025 27 28 1143 9 2 2 6 6 2 4 1 3 1 2 9 2 2 5 1143 28 29 1270 n/a 3 2 7 7 2 5 1 3 1 2 n/a 2 2 6 1270 29 30 1406 n/a 3 2 8 7 2 5 1 3 1 3 n/a 2 2 7 1406 30 31 1552 n/a 3 2 9 8 2 6 2 4 2 3 n/a 2 2 7 1552 31 32 1707 n/a 3 3 9 9 2 6 2 4 2 3 n/a 2 2 8 1707 32 33 1872 n/a 4 3 n/a 9 2 7 2 4 2 3 n/a 3 2 8 1872 33 34 2047 n/a 4 3 n/a n/a 3 7 2 5 2 4 n/a 3 2 9 2047 34 35 2233 n/a 4 3 n/a n/a 3 8 2 5 2 4 n/a 3 3 n/a 2233 35 36 2430 n/a 5 4 n/a n/a 3 8 2 5 2 4 n/a 3 3 n/a 2430 36 37 2638 n/a 5 4 n/a n/a 3 9 2 6 2 4 n/a 4 3 n/a 2638 37 38 2858 n/a 5 4 n/a n/a 3 n/a 2 6 2 5 n/a 4 3 n/a 2858 38 39 3090 n/a 6 4 n/a n/a 4 n/a 3 7 3 5 n/a 4 3 n/a 3090 39 40 3333 n/a '6 5 n/a n/a 4 n/a 3 7 3 6 n/a 4 4 n/a 3333 40 41 3590 n/a 7 5 n/a n/a 4 n/a 3 8 3 6 n/a 5 4 n/a 3590 41 42 3859 n/a 7 5 n/a n/a 4 n/a 3 8 3. 6 n/a 5 4 n/a 3859 42 43 4141 n/a 8 6 n/a n/a 5 n/a 3 9 3 7 n/a 5 4 n/a 4141 43 44 4437 n/a 8 6 n/a n/a 5 n/a 4 9. 3 7 n/a 6 5 n/a 4437 44 45 4746 We 9 7 n/a • n/a 5 n/a 4 n/a 4 8 n/a 6 5 n/a 4746 45 46 5070 n/a 9 7 n/a n/a 6 n/a 4 n/a 4 8 n/a 6 5 n/a 5070 46 47 5407 n/a n/a 7 n/a n/a 6 n/a 4 n/a 4 9 n/a 7 6 n/a 5407 47 48 5760 n/a n/a 8 n/a n/a 6 n/a 4 n/a 4 9 n/a 7 6 n/a 5760 48 49 6128 n/a n/a 8 - n/a n/a 7 n/a 5 n/a 5 We n/a 8 6 n/a 6128 49 6510 n/a n/a 9 n/a n/a 7 n/a 5 1 n/a 5 n/a n/a 8 7 n/a 6510 50 ^^ ^50 T^� - #14 SMS = #14 sheet metal or SDS screw, 1/2' minimum length 3/8" B = 3/8" Diameter Bolt See General Notes for specifics on fasteners LIV 1 Clearspan on this chart is the distance from the wall to the first row of columns. 2 Hilti Kwik Bolt TZ 3/8' diameter and 2" embed and 1' dia steel washer: ICC ESR 1917 or other anchor w/ 320# allowable shear and 200# allowable tensile vs live, snow, wind and seismic loads. 3 Masonry anchors must have an allowable shear value of 320# and 200# tensile for live, snow, wind or seismic loads or be specified by a design professional. 4 #14 screws must have 1.5" of penetration into solid wood. 5 1/4" Lag screws must have 2 1/4" of penetration into studs and 0.5" washers These lag screws must be installed as per AFPBA NDS Section 11.1.3. See General Note #11 for washer specifications. 6 10 and 20 psf are live or snow loads, 25- 60 psf are snow loads. 7 For ANC3 and ANC4 wood framing imust be SG=0.5 or denser (Douglas Fir- Larch) 8 "n/a" indicates maximum panel span in this report or ICC ESR 2488 was reached by a lesser amount of Amerimax Standard Plan (2016 CBC) 1/31/2017 ALLOWABLE PANEL SPAN FOR GIVEN FASTENER AND NUMBER WIND SPEE CONCRETE (2) OR MASONRY (3) I#14 SCREW (4) PER 16' (MPH) AND ANCHOR O/C SPACING 1/4" LAG SCREW (5) PER 16- 2i 20 6" B20 B 17 C 1 25 1 130 C 1 14' 1 n/a 1 9.5' 14' n/a n/a 1 1 Spacing between bolts and screws shall be 2.5 times the shank diamter. 2 The edge distance of bolts and screws shall be 3 times the shank diameter 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant line of action of the load. ABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS ALLOWABLE DISTANCE TO FIRST ROW OF POSTS GRND NO LOAD PSF Wind Speed and Ex osure # of Screws' per Rafter 12" ALUMINUM RAFTER SPACING 16" 20" 24" MAXIMUM ALUMINUM RAFTER SPAN 32" 36" 10 LIVE 170 EXP B 140 EXP C 2 3 26' 26' 26' 20' 26' 20' 22' 22' 18' 19' 16' 17" 20 LIVE 180 EXP B 180 EXP C 2 3 19' 19' 18' 14' 19' 14' 12' 13' 9' 10' 8' 9' 25 180 EXP C 2 18' 18' 13' 12' 9' 8- 30 180 EXP C 2 17' 15' 11' 10' 8' 7- 36 180 EXP C 2 16' 13' 10' 9' 7' 6' 42 180 EXP C 2 13' 11' 8' 8' 6' 5' 50 180 EXP C 2 11' 9' T ' 6' 5' 4' 60 180 EXP C 2 3 10' 10' 8' 6' 8' 6' 5' 5' 4' 4' 3'• 4' -Jcrews are 1114 screws W/ l.b- embeament Into ti=u.D soiia woos (uouglas mr) TABLE 7.7 STUCCO ATTACHMENT TO WALL ALLOWABLE DISTANCE TO FIRST ROW OF POSTS Ground Snow 1/4" Lag Screws 16" o/c Wind Load s 1 2 3 1 4 Speed (mph) Ex Live 10 T-6" 15'-0" 22'-7" 30'•1" 110 B Live 10 7'-1" 14'-3" 21'1" 28'-6" 115 B Live 10 6'-7" 13'-3" 19'•11" 26'-7" 110 C Live 10 6'-3" 12'-6" 18'•10" 25'•1" 115 C Live 10 5'-3" 10'-7" 15'•10" 21'•2" 130 C Live 10 4'-8" 9'-5" 14'-2" 18'-11" 140 C Live 20 5'-2" 101d" 15'-6" 20'-8" 110 C Live 20 4'-11" 9'-10:' 14'-10" 19'-9" 115 C Live 20 4'-3" 8'-7" 12'41" 17'-3" 130 C 25 4'•10" 9'-8" 14'•6" 19'-4" 115 C 25 4'-2" 8'-5" 12'•8" 16'-11" 130 C 25 T-10" T-9" 11'•7" 15'•6" 140 C 30 4'-5" 8'-10" 13'4" 17'-9" 115 C 30 T-11" T-10" 11'-9" 15'-8" 130 C 30 3'-7" 7'-2" 10'•10" 14'•5" 140 C 35.7 4'-0" 8'4" 12'•1" 16'•1" 115 C 35.7 3'4" 1 6'4" 101•1" 13'•5" 140 C 42 3'-4" 6'-8" 10'-1" 13'-5" - 130 C 42 3'-1" 6'-3" 9'4" 12'-6" 140 C • 50 2'-10" 5'4" 8'-8" 11'-7" 130 C 60 2'-5" 1 4'-10" 7'-3" 9'-8" 140 C Lag = 1/4" Lag Screw with 2.5" penetration into G=0.5 wood (Douglas Fir) Lattice Structures always use 115 mph Exposure B for the wind condition Amerimax Exterior Home Productse 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434)384-2514 c a r l o u t n a nl tOi C o m ca st. n el Misc3-2015 May 31 2017 7.0 CONCRETE FOOTING OPTIONS EQUIVALENT FOOTINGS FOR FREESTAND AND ATTACHED 20" 21" DIAMETER OF 16" 15" c 23" 20" 18" 16" w Z W Z z ^, CIRCULAR 19" Z = Z FOOTINGS (IN) 23" (7 Z 18" 12" 18" 24" 36" ~Z t% Z P 29" 26" 23" 21" O 0 27" 24" `26" 22" 27" Z o O LL DEPTH OF 28" V o CIRCULAR 25" 29" Z FOOTINGS (IN) 29" 14" 17" 24" 14" 14" 14" 15" 18" 30" 15" 15" 15" 16" 19" 36" 16" 16" 16" 17" 21 " 43" 19" 17" 17" 18" 22" 52" 23" 18" 18" 19" 23" 61" 27" 19" 19" 20" 24" n/a 31" 20" 20" 21" 26" n/a 36" 21" 21" 22" 27" n/a 42" 24" 22" 23" 28" n/a 48" 27" 23" 24" 30" n/a 54" 31" 24" 25" 31" n/a 61" 35" 25" 26" 32" n/a 69" 39" 26" 27" 34" n/a 77" 44" 27" 28" 35" n/a 86" 49" 28" 29" 36" n/a n/a 54" 29" 30" 38" n/a n/a 60" 30" 31 " 39" n/a n/a 66" 31 " 32" 40" n/a n/a 72" 32" 33" 42" n/a n/a 79" 35" 34" 43" n/a n/a 87" 39" 35" 44" n/a n/a 95" 42" 36" 46" n/a n/a 103" 46" 37" 47" n/a n/a 112" 50" 38" 48" n/a n/a n/a 54" 39" 50" n/a n/a n/a 58" 40" 51" n/a n/a n/a 63" 41 " 53" n/a n/a n/a 68" 42" 54" n/a n/a n/a 73" 43" 55" n/a n/a n/a 78" 44" 1 57" n/a n/a n/a 84" d (in) CONVERSION TO SQUARE TOP FO For Single Span Attachec Footings Only Footing Depth 18" 24" 30" 36" Required Side of Square Footing 20" 21" 18" 16" 15" 21" 23" 20" 18" 16" 22" 24" 21 " 19" 17" 23" 26" 23" 20" 18" 24" 28" 24" 21" 20" 25" 29" 26" 23" 21" 26" 31" 27" 24" `26" 22" 27" 33" 29" 160 MPH 23" 28" 35" 30" 27" 25" 29" 37" 32" 29" 26" 30" 39" 34" 30" 27" 31" 41" 35" 32" 29" 32" 43" 37" 33" 30" 33" 45" 39" 35" 32" 34" 47" 40" 36" 33" 35" 49" 42" 38" 35" 36" 51" 44" 39" 36" 37" 53" 46" 41" 38" 38" 55" 48" 43" 39" 39" 57" 50" 44" 41" 40" 60" 52" 46" 42" 41" N/A 54" 48" 44" 42" N/A 56" 50" 45" 43" N/A 58" 51" 47" 44" N/A 60" 53" 49" 45" N/A N/A 55" 50" 46" N/A N/A ' 57" 52" 47" N/A N/A 59" 54" 48" N/A N/A N/A 55" 49" N/A N/A N/A 57" 50" N/A N/A N/A 59" TABLE 7.8 Amerimax Standard Plan (2016 CBC) 1/31/2017 TABLE 7.9 DTING SITE SPECIFIC FOOTING TABLE for SINGLE SPAN Attached Structure! po � o�N� pb- , pPos TABLE 7.10 Page 78 of 83 dooOF. !W, 1,10—joe Existing Residence OF 1/2 PANEL SPAN -------- -----------I Corner Trib Area I Trib Area for 1/2 PANEL SPAN Middle Post l'7 1 I Post Spacing I Figure 1 Determine Trib Area from Figure 1 INSTRUCTIONS TO USE TABLE 7.10 1. TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONL) 2. DETERMINE ACTUAL TRIBUTARY ARE; FOR MIDDLE POSTS THIS IS: TRIB WIDTH x POST SPACING FOR END POSTS THIS IS: (OVERHANG+ HALF OF POST SPACING) x TRIB WIDTI- 3. DETERMINE FOOTING SIZE FOR WIND CONDITION 4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 2450: Panel pan May 31 2017 Misc4-2015 Wind Condition 110 MPH 110 MPH 115 MPH 115 MPH 130 MPH 140 MPH 150 MPH 160 MPH Exp B Exp C Exp B Exp C Exp C Exp C Exp C Exp C or or or or or Lattice Trib 130 MPH 150 MPH 160 MPH 170 MPH180 MPH Trib Area Exp B ExpB, ExpB, Exp B ExpB1 Area (sq ft) Required "d" of Footing (in; (sq ft) 15 15" 16" 15" 17" 18" 19" 20" 21" 25 20 16" 18" 17" 19" 20" 21" 22" 23" 33 25 17" 19" 18" 20" 22" 23" 24" 25" 42 30 18" 21" 19" 21" 23" 24" 26" 27" 50 35 19" 22" 20" 22" 24" 26" 27" 28" 58 40 20" 23" 21" 23" 25" 27" 28" 29" 67 45 21" 24" 22" 24" 26" 28" 29" 31" 75 50 22" 24" 22" 25" 27" 29" 30" 32" 83 55 22" 25" 23" 26" 28" 30" 31" 33" 92 60 23" 26" 24" 27" 29" 31" 32" 34" 100 65 24" 27" 24" 28" 30" 31" 33" 34" 108 70 24" 27" 25" 28" 31" 32" 34" 35" 117 80 25" 29" 26" 29" 32" 34" 35" 37" 133 90 26" 30" 27" 31" 33" 35" 37" 38" 150 100 27" 31" 28" 32" 35" 36" 38" 40" 167 110 28" 32" 29" 33" 36" 38" 39" 41" 183 120 29" 33" 30" 34" 37" 39" 40" 42" 200 130 30" 34" 31" 35" 38" 40" 42" 43" 217 140 31" 34" 32" 36" 39" 41" 43" 45" 233 150 31" 35" 32" 36" 40" 42" 44" 46" 250 160 32" 36" 33" 37" 40" 43" 45" 47" 267 170 33" 37" 34" 38" 41" 43" 45" 48" 283 180 33" 37" 34" 39" 42" 44" 46" 48" 300 190 34" 38" 35" 39" 43" 45" 47" 49" 317 200 35" 39" 36" 40" 44" 46" 48" 50" 333 210. 35" 39" 36" 41" 44" 47" 49" 51" 350 220 36" 40" 37" 41" 45" 47" 50" 52" 367 230 36" 41" 37" 42" 46" 48" 50" 53" 383 240 37" 41" 1 38" 43" 46" 49" 51" 1 53" 400 po � o�N� pb- , pPos TABLE 7.10 Page 78 of 83 dooOF. !W, 1,10—joe Existing Residence OF 1/2 PANEL SPAN -------- -----------I Corner Trib Area I Trib Area for 1/2 PANEL SPAN Middle Post l'7 1 I Post Spacing I Figure 1 Determine Trib Area from Figure 1 INSTRUCTIONS TO USE TABLE 7.10 1. TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONL) 2. DETERMINE ACTUAL TRIBUTARY ARE; FOR MIDDLE POSTS THIS IS: TRIB WIDTH x POST SPACING FOR END POSTS THIS IS: (OVERHANG+ HALF OF POST SPACING) x TRIB WIDTI- 3. DETERMINE FOOTING SIZE FOR WIND CONDITION 4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 2450: Panel pan May 31 2017 Misc4-2015 7.0 Requirements for Surface Mounted Posts on Concrete Slabs or Footings for Sigle Span Attached Lattice Structun Moment Frame A: Detail L26, 4 screws, A=5", B= 7", sideplates = 0.024" Moment Frame A: Detail L12, 4 screws, A=2", B= 5", DBL HEADER Moment Frame B: Detail L26, 4 screws, A=5", B= 7", sideplates =0.032" Moment Frame B: Detail L26, 6 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L26, 8 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L12, 4 screws, A=2", B= 7", DBL HEADER Moment Frame C: Detail L12, 6 screws, A=2", B= 5", DBL HEADER Moment Frame C: Detail L8, 4 BOLTS, A=2", B= 7", SINGLE STEEL C Moment Frame D: Detail L8, 4 BOLTS, A=2", B= 5", DBL STEEL C Amerimax Standard Plan (2016 CBC) 1/31/2017 Tables L1 and L2 need to be checked for surface mount concrete attachment Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24502 Page 79 of 83 able L2a oment Frame A Ss Allowed (cubic fee Table L2b Moment Frame B Ss Allowed) ' 30% 1050 *** REQUIRED NUMBER OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 40% 788 Table L1 a: Use this table for the following headers 50% 720 ** 50% 960 *** Table L1 b: Use this table for the following headers 60% 800 70% 514 Moment Frame A = 367 Ibf*ft 70% 685 80% 525 80% 700 ** 90% 467 Moment Frame B = 489 Ibf*ft 100% 420 100% 560 110% 417 110% 555 120% 382 120% . 509 130% 388 Post Height (ft) 130% 517 140% 360 140% 480 150% 336 150% 448 Post Height (ft) Required 8' 9' 10' 11' 12' 8' 9' 10' 11' 12' Required 8' 9' 10' 11' 12' 8' 9' 10' 11' 12' Wind Number Wind Exposure B Wind Exposure C Wind Number Wind Exposure B Wind Exposure C Speed of Posts I MAXIMUM TRIBUTARY WIDTH ALLOWED Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED 110 mph 2 or 3 7' 5.5' 4'' 3' 2' 4' 2.5' 1.5' 1' 0' 110 mph 2 or 3 10' 8.5' 7' 5.5' 4' 6' 4.5' � 3.5' 2.5' 1.5' 4 12' 10' 8' 6.5' 5.5' 7' 5.5' 4.5' 3' 2' 4 15' 14' 12' 10' 8.5' 10.5' 8.5' 7' 5.5' 4.5' 5 15' 14' 12' 10' .8.5' 10.5' 8.5' 7' 5.5' 4.5' 5 15' 15' 15' 14.5' 12.5' 14.5' 12' 10' 8.5' 7' 6 15' 15' 15' 13.5' 11.5' 13.5' 11.5' 9.5' 8', 6.5' 6 15' 15' 15' 15' 15' 15' 15' 13.5' 11.5' 10' 7 15' 15' 15' 15' 15' 15' 14' 12' 10' 8.5' 7 'l 5' 15' 15' 15' 15' 15' 15' 15' 14.5' 13' 115 mph 2 or,3 6' 5' 3.5' 2.5' 1.5' 3.5' 2' 1.5' 0.5' 0' 1.15 mph 2 or, 3 9' 7.5' 6' 4.5' 3.5' 5.5' 4' 3' 2' 1' 4 10.5' 8.5' 7' 5.5' 4.5' 6.5' 5' 3.5' 2.5' 1.5' 4 15' 12.5' 10.5" 9' 7.5' 9' 7.5' 6' 4.5' 3.5' 5 15' 12.5', 10.5' 9' 7.5' 9' 7:5' 6' 4.5' 3.5' 5 15' 15' 15' 13' • 11' 13' 11' 9' 7.5' 6' 6 15' 15' ' 14' 12' 10.5' 12' 10' 8.5' 7' 5.5' 6 15' 15' 15' 15' 15' 15' 14.5' 12' 10.5' . 8.5- 7 15' 15' 15' 15' 13' 15' 12.5' 10.5' 9' 7.5' 7 15' 15' 15' 15' 15' 15' 15' 15' 13' 11.5' 130 mph 2 or 3 4.5' 3' 2' 1' 0.5' 2' 1' 0.5' 0' 0' 130 mph 2 or 3 "6.5' 5' 4' 3' .2' 3.5' 2.5' 1.5' 0.5' 0' 4 7.5' 6' 5' 3.5' 2.5' 4.5' 3' - 2' 1' 0.5' 4 11' 9' 7.5' 6' 5' 6.5' 5' 4' 3' 2' 5 11' - 9' 7.5' 6' 5' 6.5' 5' 4' 3' 2' 5 15' 13' 11' 9.5' 8' 9.5' 8' 6.5' 5' 4' 6 14.5' 12' 10.5' 8.5' 7' 9' 7' 6' 4.5' 3.5' 6 15' 15' 15' 12.5' 11' 13' 10.5' 9' 7.5' 6' 7 15' 15' 13' 11' 9.5' 11.5' 9.5' 7.5' 6' 5' 7 15' 15' 15' 15' 14' 15' 13.5' 11.5' 9.5' 8' 140 mph 2 or 3 3.5' 2.5' 1.5' 0.5' 0' 1.5' 0.5' 0' 0' 0' 140 mph 2 or 3 5.5' 4' 3' 2' 1' 2.5' 1.5' 1' 0' 0' 4 6.5' 5' 3.5' 2.5' 1.5' 3.5' 2.5' 1.5' - 0.5' 0' 4 9.5' 7.5' 6' 4.5' 3.5' 5.5' 4' 3' 2' 1' 5 9.5' 7.5' 6' 4.5' 3.5' 5:5' 4', 3' 2' 1' 5 13' 11' 9' 7.5' 6' 8' 6.5' 5' 4' 3' 6 12.5' 10'. 8.5' 7' 5.5' 7.5' 6' 4.5' 3.5' 2.5' 6 .15' 14.5' 12.5' 10.5' 9' 10.5' 8.5' 7' 5.5' 4.5' 7 15' 13' 10.5' 9' 7.5' 9.5' 7.5' 6' 5' 3.5' 7 15' 15' 15' 13.5' 11.5' 13.5' 11' 9' 7.5' 6.5' 150 mph 2 or 3 2.5' 1.5' 0.5' 0' 0' .1: 0' 0' 0' 0' 150 mph 2 or 3 4.5' 3' 2' 1 0.5' 2' 1' 0.5' 0', 0' 4 5' 4' 3' 2' 1' 2.5' 1.5' 0.5' 0' 0' 4 7.5' 6' 5' 3.5' 2.5' 4.5' 3' 2' 1' 0.5' 5 8' 6' 5' 3.5' 2.5' 4.5' 3' 2' 1' 0.5' 5 11' 9' 7.5' 6' 5' 6.5' 5' 4' 3' 2' 6 10.5' 8.5' 7' 5.5' 4.5' 6' • 4.5' 3.5' 2.5' 1.5' 6 14.5' 12.5' 10.5' 8.5' 7' 9' 7' 6' 4.5' 3.5' 7 13' 10.5' 9' 7.5' 6' 8' 6' 5' 3.5' 2.5' 7 15' 15' 13' 11' 9.5' 11.5' 9.5' 7.5' 6' 5- 170 mph 2 or 3 1.5' 0.5' 0' 0' 0' 0' 0' 0' 0' 0' 170 mph 2 or 3 3' 2' 1' 0' 0' 1' ' - 0' 0' 0' 0' 4 3.5' 2.5' 1.5' 0.5' 0' 1.5' 0.5' 0' 0' 0' 4 5.5' 4' 3' 2' 1' 3' 2' 1' 0' 0' 5 5.5' 4' 3' 2' 1' 3' 2' 1' 0' 0' 5 8' 6.5' 5' 4' 3' 4.5' 3.5' 2.5' 1.5' 0.5' 6 7.5' 6' 4.5' 3.5' 2.5' 4' .; 3' 2' 1' 0' 6 . 1 1' 9' 7.5' 6' 4.5' 6.5' 5' 3.5' 2.5' 1.5' 7 9.5' 7.5' 6' 5' 4' 5.5' 4' 3' 2' 1' 7 13.5' 1'1.5' 9.5' 8' 6.5' 8' 6.5' 5' 4' 3' Moment Frame A: Detail L26, 4 screws, A=5", B= 7", sideplates = 0.024" Moment Frame A: Detail L12, 4 screws, A=2", B= 5", DBL HEADER Moment Frame B: Detail L26, 4 screws, A=5", B= 7", sideplates =0.032" Moment Frame B: Detail L26, 6 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L26, 8 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L12, 4 screws, A=2", B= 7", DBL HEADER Moment Frame C: Detail L12, 6 screws, A=2", B= 5", DBL HEADER Moment Frame C: Detail L8, 4 BOLTS, A=2", B= 7", SINGLE STEEL C Moment Frame D: Detail L8, 4 BOLTS, A=2", B= 5", DBL STEEL C Amerimax Standard Plan (2016 CBC) 1/31/2017 Tables L1 and L2 need to be checked for surface mount concrete attachment Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24502 Page 79 of 83 able L2a oment Frame A Ss Allowed (cubic fee Table L2b Moment Frame B Ss Allowed) ' 30% 1050 *** 30% 1399 40% 788 40% 1050 50% 720 ** 50% 960 *** 60% 600 60% 800 70% 514 70% 685 80% 525 80% 700 ** 90% 467 90% 622 100% 420 100% 560 110% 417 110% 555 120% 382 120% . 509 130% 388 130% 517 140% 360 140% 480 150% 336 150% 448 Directions for using Seismic Table 1-2a, 1-2b, 1-2c or L2d*****' 1. Determine Tributary width 2. Determine width of structure S 3. Determine height of structure EPv\G� 4. Determine number of posts structure has MENS S 5. Determine Ss for your area (contac PF01 / your local building department)**** OVNC'l N � 6. Choose Table L2a-d based on the header ��� 7. Determine the maximum size allowed on the Hart $ 8. Multiply #1, #2 and #3 and divide by #4***** 1.0- 9. If #8 is lower than #7 the structure is OK for seismic 10. If your Ss is over 150% use 150% pP-�E *no check needed for Patio Covers'attached to slab under these conditions **no check needed for Patio Covers that are 10' tall attached to slab under these condition: ***no check needed for Patio Covers that are 8' tall attached to slab under these conditions ****Ss is the Maximum Considered Earthquake Ground Motion (0.2 sec) mapped'on Figure 1613.3.1(1) in the 2012 IBC ***** Alternatively, divide by these numbers For 2 post Structures divide by 3 For 3 post Structures divide by 3 For 4 post Structures divide by 4.5 For 5 post Structures divide by 6 For all others add 1.5 to number of posts ., ****** Not for use in areas with flat roof snow to exc s 30 psf. Misc5a-2015 C 8 39 30/20 9 T IV11 � 'OFCAUFCi May 312017 7.0 Requirements for Surface Mounted Posts on Concrete Slabs or Footings for Sigle Span Attached Lattice Structure Moment Frame A: Detail L26, 4 screws, A=5", B= 7", sideplates = 0.024" Moment Frame A: Detail L12, 4 screws, A=2", B= 5", DBL HEADER Moment Frame B: Detail L26, 4 screws, A=5", B= 7", sideplates = 0.032" Moment Frame B: Detail L26, 6 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L26, 8 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L12, 4 screws, A=2", B= 7", DBL HEADER Moment Frame C: Detail L12,6 screws, A=2", B=.5", DBL HEADER Tables L1 and L2 need to be checked for surface mount concrete attachmen+ Moment Frame C: Detail L8,4 BOLTS, A=2", B= 7", SINGLE LC Moment Frame D: Detail L8, 4 BOLTS, A=2", B= 5", DBL STEL CSOO�G�S MSN G Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 2450: able L2c loment Frame C Size Ss Allowed (cubic fee able L2d Ioment Frame D Ss Allowed (cubic feet' 30% 1534 REQUIRED NUMBER OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS .30% 2269 Table L1c: Use this table for the following headers 40% 1150 40% Table Ltd: Use this table for the following headers 50% 1052 Moment Frame C = 536 Ibf*ft 60% 877 *** 60% I Moment Frame D = 793 Ibf*ft 70% 1112 80% 767 ** 80% 1135 90% Post Height (ft) 90% 1009 100% 614 Post Height (ft) 908 110% 608 Required 8' 9' 10' 11' 12' 8' 9' 10' 11' 12' Required 8' 9' 10' 11' 12' 8' 9' 10' 11' 12' Wind Number Wind Exposure B 491 Wind Exposure C 150% Wind Number Wind Exposure B Wind Exposure C Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED 110 mph 2 or 3 11.5' 9.5' 8' 6.5' 5' 7' 5.5' 4' 3' 2' 110 mph 2 or 3 15' 15' 13' 11' 9.5' 11.5' 9.5' 7.5' 6' 5' 4 15' 15' 13.5' 11.5' 9.5' 11.5' 9.5' 8' 6.5' 5' 4 15' 15' 15' 15' 15' 15' 15' 13' 11' 9.5' 5 15' 15' 15' 15' 14.5' 15' 13.5' 11.5' 10' 8' 5 15' 15' 15' 15' 15' 15' 15' 15' 15' 14' 6 15' 15' 15' 15' 15' 15' 15' 15' 13' 11.5' 6 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 14.5' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 115 mph 2 or 3 10.5' 8.5' 7' 5.5' 4.5' 6' 4.5' 3.5' 2.5' 1.5' 115 mph 2 or 3 15' 14' 11.5' 10' 8.5' 10' 8.5' 6.5' 5.5' 4' 4 15' 14' 12' 10' 8.5' 10.5' 8.5' 7' 5.5' 4.5' 4 15' 15' 15' 15' 14.5' 15' 14' 12' 10' 8.5' 5 15' 15' 15' 14.5' 12.5' 14.5' 12.5' 10.5' 8.5' 7' 5 15' 15' 15' 15' 15' 15' 15' 15' 14.5' 12.5' 6 15' 15' 15' 15' 15' 15' 15' 13.5' 11.5' 10' 6 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 13' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 130 mph 2 or 3 7.5' 6' 4.5' 3.5' 2.5' 4' 3' 2' 1' 0' 130 mph 2 or 3 12.5' 10' 8.5' 7' 5.5' 7.5' 6' 4.5' 3.5' 2.5' 4 12.5' 10.5' 8.5' 7' 5.5' 7.5' 6' 4.5' 3.5' 2.5' 4 15' 15' 14.5' 12.5' 10.5' 12.5' 10.5' 8.5' 7' 5.5' 5 15' 15' 12.5' 10.5' 9' 11' 9' 7.5' 6' 4.5' 5 15' 15' 15' 15' 15' 15' 14.5' 12.5' 10.5' 9' 6 15' 15' 15' 14.5' 12.5' 14.5' 12' 10' 8.5' 7' 6 15' 15' 15' 15' 15' 15' 15' 15' 14' 12' 7 15' 15' 15' 15' 15' 15'- 15' 12.5' 11' 9' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 140 mph 2 or 3 6' 4.5' 3.5' 2.5' 1.5' 3' 2' 1' 0.5' 0' 140 mph 2 or 3 10' 8.5' 7' 5.5' 4' 6' 4.5' 3.5' 2.5' 1.5' 4 10.5' 8.5' 7' 5.5' 4.5' 6' 4.5' 3.5' 2.5' 1.5' 4 15' 14' 12' 10' 8.5' 10.5' 8.5' 7' 5.5' 4.5' 5 15' 12.5' 10.5' 8.5' 7' 9' 7.5' 6' 4.5' 3.5' 5 15' 15' 15' 14.5' 12.5' 14.5' 12' 10.5' 8.5' 7' 6 15' 15' 14' 12' 10' 12' 10' 8' 6.5' 5.5' 6 15' 15' 15' 15' 15' 15' 15' 13.5' 11.5' 10' 7 15' 15' 15' 15' 13' 15' 12.5' 10.5' 9' 7.5' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 13' 150 mph 2 or 3 5' 3.5' 2.5' 1.5' 1' 2.5' 1.5' 0.5' 0' 0' 150 mph 2 or 3 8.5' 7' 5.5' 4' 3' 5' 3.5' 2.5' 1.5' 0.5' 4 8.5' 7' 5.5' 4.5' 3.5' 5' 3.5' 2.5' 1.5' 1' 4 14' 12' 10' 8.5' 7' 8.5' 7' 5.5' 4.5' 3' 5 12.5' 10.5' 8.5' 7' 5.5' 7.5' 6' 4.5' 3.5' 2.5' 5 15' 15' 14.5' 12.5' 10.5' 12.5' 10.5' 8.5' 7' 5.5' 6 15' 13.5' 11.5' 10' 8' 10' 8' 6.5' 5.5' 4' 6 15' 15' 15' 15' 14' 15' 13.5' 11.5' 9.5' 8' . 7 15' 15' 14.5' 12.5' 10.5' 12.5' 10.5' 8.5' 7' 6' 7 15' 15' 15' 15' 15' 15' 15' 14.5' 12.5' 10.5' 170 mph 2 or 3 3.5' 2' 1.5' 0.5' 0' 1.5' 0.5' 0' 0' 0' 170 mph 2 or 3 6' 4.5' 3.5' 2.5' 1.5' 3' 2' 1' 0.5' 0' 4 6' 5' 3.5' 2.5' 1.5' 3.5' 2' 1.5' 0.5' 0' 4 10.5' 8.5' 7' 5.5' 4.5' 6' 5' 3.5' 2.5' 1.5' 5 9' 7.5' 6' 4.5' 3.5' 5.5' 4' 3' 2' 1' 5 15' 12.5' 10.5' 8.5' 7.5' 9' 7.5' 6' 4.5' 3.5' 6 12' 10' 8.5' 7' 5.5' 7.5' 5.5' 4.5' 3.5' 2.5' 6 15' 15' 14' 12' 10' 12' 10' 8' 6.5' 5.5' 7 15' 12.5- 10.5' 9' 7.5' 9' 7.5' 6' 4.5' 3.5' 7 15' 15' 15' 15' 13' 15' 12.5' 10.5' 9' 7.5' Moment Frame A: Detail L26, 4 screws, A=5", B= 7", sideplates = 0.024" Moment Frame A: Detail L12, 4 screws, A=2", B= 5", DBL HEADER Moment Frame B: Detail L26, 4 screws, A=5", B= 7", sideplates = 0.032" Moment Frame B: Detail L26, 6 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L26, 8 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L12, 4 screws, A=2", B= 7", DBL HEADER Moment Frame C: Detail L12,6 screws, A=2", B=.5", DBL HEADER Tables L1 and L2 need to be checked for surface mount concrete attachmen+ Moment Frame C: Detail L8,4 BOLTS, A=2", B= 7", SINGLE LC Moment Frame D: Detail L8, 4 BOLTS, A=2", B= 5", DBL STEL CSOO�G�S MSN G Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 2450: able L2c loment Frame C Size Ss Allowed (cubic fee able L2d Ioment Frame D Ss Allowed (cubic feet' 30% 1534 .30% 2269 40% 1150 40% 1702 50% 1052 50% 1556 60% 877 *** 60% 1297 70% 751 70% 1112 80% 767 ** 80% 1135 90% 682 90% 1009 100% 614 100% 908 110% 608 110% 900 120% 558 120% 825 130% 566 * - 130% 838 *** 140% 526 140% 778 150% 491 150% 726 ** Directions for using Seismic Table 1-2a, 1-2b, 1-2c or 1-2d*'' 1. Determine Tributary width 2. Determine width of structure 3. Determine height of structure 4. Determine number of posts structure has 5. Determine Ss for your area (contac your local building department)**** 6. Choose Table L2a-d based on the header 7. Determine the maximum size allowed on the chart 8. Multiply #1, #2 and #3 and divide by #4***** 9. If #8 is lower than #7 the structure is OK for seismic 10. If your Ss is over 150% use 150% *no check needed for Patio Covers attached to slab under these conditions **no check needed for Patio Covers that are 10' tall attached to slab under these condition: ***no check needed for Patio Covers that are 8' tall attached to slab under these conditions ****Ss is the Maximum Considered Earthquake Ground Motion (0.2 sec) mapped on Figure 1613.3.1(1) in the 2012 IBC ***** Alternatively, divide by these numbers For 2 post Structures divide by 3 For 3 post Structures divide by 3 For 4 post Structures divide by 4.5 For 5 post Structures divide by 6 For all others add 1.5 to number of posts ****** Not for use in areas with flat roo odG ds exceeds 30 psf. / Misc5b-2015 C W Amedmax Standard Plan (2016 CBC) 1/31/2017 / Page 80 of 83 OP V FCFCAL�FG� May 31 2017 Y X Z - Existing Residence P/2 Panel Span (P AL P/2'' E -----.-Header Kz 0.7 0.98 height factor, Exposure B and C Kzt 1 Topographic factor 50 130 Kd 0.85 Wind Directionality factor 23.1 - 21.5 1 1 Importance Factor 41.8 25.6. G 0.85 Gust Factor 150 C Cnet " 1.2 Net Pressure Coefficenl 28.8 47.3' Dead C 1 psf 33.4 34.4 32.8 ' 29.1 170 Design Design 37.7 38.7 Down Load Up Load 180 C C&C (psf (psf FSpe:ed(mp]h)Exposure h s ps W+ W- 110 B 18.4 11.3 12.3 10.7 115 B 20 1 12 3 13 3 11 7 rigure -i Patio Cover Length (Q - Determine Snow Loads on Existing Structure 1 Determine Roof Snow/Live Load, S. See General Note 3 2 Dead Load = 1 psf 3 Add Dead and Live/Snow Loads, mulitply by half of Panel Spa Wall Load = (D + S) P /2 4 Result is wall load in pounds per linear foot Determine Wind Loads on Existing Structuri 1 Determine Wind Load, W+ or W See Table 1 2 Dead Load included in Down and Up loads 3 Mulitply W+ or W- by half of Panel Spar Wall Load = W P /2 4 Result is wall load in pounds per linear foot. - 5 Maximum Shear Load in.X direction is 447 Ibf (180 mph Exposure C, 15'-3" Panel Spar Max load in Y direction (towards house) is 73 plf (110 mph Exp C, 10" 1 bearr Max load in Y direction due to force couple resisting lateral is 59 plf (180 mph Exp C, Projection = Width) 'Determine Seismic Loads on Existing Structure (Excludes Roof Snow Load over 30 ps. 1 Vertical Loads and Horizontal Loads =maximum of 1 ps Combination Loads based on Equation 16-1 • 1 Determine Combination Load, C. See Table 3 Mulitply C by half of Panel Spar Wall Load = C P /2 4 Result is wall load in pounds per linear foot Amerimax Standard Plan (2016 CBC) 1/31/2017 Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 carloutnamAcomcast.net 120 B 21.9 13.4 14.4 12.8 130 B 25.7 15.8 16.8 15.2 29.9 150 B 34.3 ' 28.0 22.0 20.4 �GOv v Q� 160 B 39.0 23.9 24.9 23.3 7rPN�� 000 �� 60w 170 B 44.0 26.9 27.9 26.3 GO 180 B 49.4 30.2 .31.2- 29.6 110 •B 18.4 11.3 12.3 10.7 115 C 28.2 17.3 18.3. 16.7 120 C 30.7 18.8 19.8 18.2 50 130 C 36.0 22.1 23.1 - 21.5 31.0 140 C 41.8 25.6. 26.6 25.0 17.0 150 C 48.0 29.4 30.4' 28.8 47.3' 160 C 54.6 33.4 34.4 32.8 ' 29.1 170 C 61.6 37.7 38.7 37.1 13.4 180 C 69.1 42.3 43.3 41.7--' 42.6 48.9 TABLE 1 B 15.8 20.3 27.8 28.6 31.7 35.3 39.3 Combination Loads: Snow + Wind +Dead Loads - Y May 31 2017 Wind Speed mph Exposure ° Wind Load s Live Loads (psfJ 10 20 - 25 Ground Snow Loads (psf, 30 35.7 42 50 60 Roof Live /Snow Loads + Dead 11 21 22 26.2 31.0 36.3 43 51.4 110 B 11.3 17.0 24.5 25.2 28.4 32.0 35.9 .41.0 47.3' 115 B 12.3 17.7 25.2' 26.0 29.1 32.7 36.7. 41.7 48.0 120 B 13.4 18.6 26.1 26.8 30.0 33.6 37.5 42.6 48.9 130 B 15.8 20.3 27.8 28.6 31.7 35.3 39.3 44.3 50.6 140 B 18.3 22.2 29.7 30.5 33.6 37.2 41.2 46.2 52.5 ' 1150 ' - B 21.0 24.2 - 31:7 32.5 35.6. 39.2 43.2 48.2 54.5 160 B 23.9 26.4 33.9 34.6 37.8 41.44 45.4 50.4 56.7 170 B 26.9 28.7 36.2 37.0 40.1 43.7 47.7 52.7 59.0 • . 180 B 30.2 31.2 38.7 39.4 42.6 46.1 50.1 55.2 61.5 110 B 11.3 17.0 24.5 25.2 28.4 32.0 35.9 " 41.0 47.3 115 C 17.3 21.41 28.9 29.7 32.8 36.4 40.4 45.4 51.7 120 C 18.8 22.6 30.1 30.8 34.0 37.6 41.6 46.6 52.9 , 130 C 22.1 25.0 32:5 33.3 36.4 40.0 44.0 49.0- 55.3 140 C 25.6 27.7 35.2 35.9 39.1 42.7 46.6 51.7 58.0 150 C 29.4 30.5 38.0 38.8 41.9 45.5 49.5 54.5 60.8 160 C 33.4 33.6 41.1 41.8 45.0 48.5. 52.5 57.6 63.9 170 C 37.7 36.8 44.3 45.0 48.2 51.8 55.7 60.8 67.1 180 C 42.3 40.2 47.7 48.5 51.6 55.2 59.2 64.2 , .70.5 I AMU: Z Page 81 of 83 Misch-2015 Amerimax Structural Properties of Beams, Fascia, Panels and Rafters fi same 138 I (in ^4) bottom Structural Element 3004H36 Allowable 35 I (in^4) top in in Fty or Fy compression compression Rafters E (ksi) (ksi) 0.024"x2"x6.625" Aluminum Rafter 2.283 same 0.032"x2"x6.625" Aluminum Rafter 3.072 same 0.040"x2"x6.625" Aluminum Rafter 3.873 same - 0.042"x3"x8" Aluminum. Rafter 7.907 same 0.024"x3"x3" Aluminum Rafter 0.445 same 0.040"x3"x3" Aluminum Rafter 0.754 same Solid Panels 0.018"x2.5"x6" Aluminum Panel 0.024"x2.5"x6" Aluminum Panel 0.032"x2.5"x6" Aluminum Panel 0.036"x2.5"x6" Aluminum Panel 0.018"x3.5"x12" Aluminum Panel 0.024"x3.5"x12" Aluminum Panel 0.032"x3.5"x12" Aluminum Panel 0.036"x3.5"x12" Aluminum Panel 0.018"x2.5"x12" Aluminum Panel 0.024"x2.5"x12" Aluminum Panel 0.032"x2.5"x12" Aluminum Panel 0.036"x2.5"x12" Aluminum Panel 0.018"x2"x6" Aluminum Panel 0.024"x2"x6" Aluminum Panel 0.032"x2"x6" Aluminum Panel 0.036"x2"x6" Aluminum Panel Aluminum Headers 0.042"x3"x8" Aluminum Header Double 0.042"x3"x8" Aluminum Header Double 0.040"x2"x6.625" Aluminum Header it use t)y uesign Nrotesslonals ASSUMES FULL LATERAL BRACING Max Allowable Max Allowable Moment (top in Moment (bottom compression in compression 298 563 866 1164 130 389 278 504 801 1038 124 343 Max same 138 109 779 3004H36 Allowable 35 28 Ftu or Fu Fty or Fy Fcy Shear (Ibf) Material E (ksi) (ksi) (ksi) (ksi) 166 30041-134 10100 32 25 22 398 30041-134 10100 32 25 22 784 3004H34 10100 32. 25 22 747 3004H34 10100 .32 25 22 380 3105H25 10100 23 19 17 1506 3105H25 10100 23 19 17 0.265 same 138 109 779 3004H36 10100 35 28 25 0.353 same 253 169 927 30041-134 10100 32 25 22 0.471 same 385 253 1236 30041-134 10100 32 25 22 0.53 same 439 301 1391 3004H34 10100 32 25 22 0.545 same 316 352 450 3004H36 10100 35 28 25 0.727 same 409 473 536 3004H34 10100 32 25 22 0.969 same 568 692 715 3004H34 10100 32 25- 22 1.09 same 652 808 804 3004H34 10100 32 25 22 0.25 same 184 141 246 3004H36 10100 35 28 25 0.334 same 315 241 584 30041-136 10100 35 28 25 0.445 same 484 371 1384 3004H36 10100 35 28 25 0.501 same 511 392 1970 3004H34 10100 32 25 22 0.154 same 133 150 528 3004H36 10100 35 28 25 0.205 �r�5 same 196 207 629 3004H34 10100 32 25 22 0.273 sar�r e��� 29� 318 838 3004H34 10100 32 25 22 0.307 ia' , x.83 382 943 3004H34 10100 32 25 22 7.907 J� 15.814 Aluminum Fascia 1038 _ California Extruded Fascia 3:09 - Classic Extruded Fascia 6.03011 5.5" Extruded Fascia 3.46 Alaskan Fascia 3.95 4" x3" Ibeam f 3.617 7'x4" Ibeam 13.857 Steel Headers 0.041"x3"x3" Steel Cloverleaf Double 0.041 "x3"x3"Steel Cloverleaf 12 Gauge Steel C Beam 14 Gauge Steel C Beam 16 Gauge Steel C Beam- t = Double 12 Gauge Steel C Beam Double 14 Gauge Steel C Beam Double 16 Gauge Steel C Beam Amerimax Standard Plan (2016 CBC) 1/31/2017 1164 1038 747 3004H34 10100 32 25 22 2328 2076 1494 3004H34 10100 32 25, 22 1732 1602 1568 3004H34 10100 32 25 22 25 25 35 35 35 35 35 - same 1160 1536 5478 6063T6 10100 30 same 3089 3842 13837 6061T6 10100 38 same 1564 1538 3414 6105T5 10100 38 same 2349 1905 4963 6105T5 10100 38 same 2445 2580 2106 6063T6 10100 30 same 6718 6718 4244 6105T5 10100 38 25 25 35 35 35 35 35 35 25 25 35 35 0.77 same 1028 1028 6694 ASTM A653 Grade 40 29000 55 40 1.54 same 2056 2056 13388 ASTM A653 Grade 40 29000 55 40 13.28 -same 8549 8549 11504 ASTM A653 Grade 50 29000 65 50 9.04 same 5821 5821 4029 ASTM A653 Grade 50 29000 65 50 7.46- same- 4805 4805 2394 ASTM A653 Grade 50 29000 65 50 26.56 same 17098 17098 23008 ASTM A653 Grade 50 29000 65 50 18.08 same 11642 11642 8058 ASTM A653 Grade 50 29000 65 50 14.92 same 9610 9610 4788 ASTM A653 Grade 50 29000 65 50 Page 82 of 83 Misc7-2015 May 31 2017 CONSTRAINED FOOTING SIZE I d (M)-' 3 CONCRETE SLAB THICKNESS (IN) 3.5" 5:5" 7.25" 9.25" . 20 26 17 ..13 10 21 x X 20 15 12 22 r36 • ; : 23 .17 14 23 41 26 20 16 24.. :47' 30 23' 18 25 :. CL 34. 26 20 a, 26 a, 39� .30 23 27 .70' .44"' 34 26 28 78 - 50 38 30 .29 -88 516,' 42 , 30 ' N 63 48 .33 37 _31' 0 70 53 ; ` .41. - 32 122 78 59 4.6- . ' . 33. 135 . 86 :65 -51- 51.34 34 ca 95 72" 56 35 164• 104. 79 '62 36 180 .1. 15 87 68 37 N .126 95 75' 38 O 137 104 82 39r J 150 .114 89 40 257'- 163 124 97 41 279 178 s: 106 42 ' • ,303 . 146 i 43. 328 '_ 208" 158 i 124 44 ',354 225' 171 134 45 : 382 243 185 145 .46- d 262- 199 156. 47. CD .. 282 214. 168 48 c 303.. 230 180 49 W 325 247 193 50 1 .*.547, 348 , .207 W . CONSTRAINED FOOTING SIZE I d (M)-' REQUIRED SLAB AREA PER POST (SQUARE FEET) CONCRETE SLAB THICKNESS (IN) 3.5" 5:5" 7.25" 9.25" . 20 26 17 ..13 10 21 ::31 . 20 15 12 22 r36 • ; : 23 .17 14 23 41 26 20 16 24.. :47' 30 23' 18 25 :. 54 34. 26 20 26 61 39� .30 23 27 .70' .44"' 34 26 28 78 - 50 38 30 .29 -88 516,' 42 , 30 ti -.'98" 63 48 .33 37 _31' 110 70 53 ; ` .41. - 32 122 78 59 4.6- . ' . 33. 135 . 86 :65 -51- 51.34 34 149 95 72" 56 35 164• 104. 79 '62 36 180 .1. 15 87 68 37 198 .126 95 75' 38 -.216 137 104 82 39r 236 150 .114 89 40 257'- 163 124 97 41 279 178 135 106 42 ' • ,303 193 146 114 43. 328 '_ 208" 158 i 124 44 ',354 225' 171 134 45 : 382 243 185 145 .46- '412 262- 199 156. 47. 443' .. 282 214. 168 48 476 303.. 230 180 49 511.E 5 325 247 193 50 1 .*.547, 348 264 .207 Amerimax Exterior Home Products 28921 US` Hwy 74 Romoland CA 92585 Carl Putnam, P. E. 3441 Ivylink PlaceLL o Lynchburg, VA 24503 �� ��� : Misc8-2015 ' 0�'°� y F -o W 9 d'N N 4