PAGES DRAWING SECTION DESCRIPTION 2 PAGES …

1 Amerimax Exterior Home Products AlumawoodTM Patio Cover, Carport and Commercial Structure Engineering 2015 IBCPAGESDRAWINGSECTION DESCRIPTION2 PAGESGN01-2015 GENERAL NOTESGN02-20151 PAGEPROFESSIONAL ENGINEERING STAMPS PAGE2 PAGESSC01-2015 SOLID PANEL STRUCTURAL CONFIGURATIONSSC02-2015 ALUMAWOOD STRUCTURAL CONFIGURATIONS3 PAGESSECTION RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES22 PAGESSECTION POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVERS4 PAGESLT01-2015 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURESLT02-2015LT03-2015LT04-20154 PAGESSECTION SOLID COVER PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES23 PAGESSECTION POST SPACING, POST TYPE AND FOOTING SIZE FOR SOLID COVERS4 PAGESNP01-2015 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTSNP02-2015NP03-2015NP04-20159 PAGESCD01-2015 COMPONENT PARTS AND CONNECTION DETAILSCD02-2015CD03-2015CD04-2015CD05-2 015CD06-2015CD07-2015CD08-2015CD09-20151 0 PAGES Misc1a-2015 MISCELLANEOUS DETAILSMisc1b-2015 MISCELLANEOUS DETAILSMisc2-2015 FAN BEAM POST AND FASTENER REQUIREMENTS FOR ALL FOOTING AND SLAB ATTACHMENT REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FORCES ON EXISTING STRUCTURESMisc7-2015 STRUCTURAL PROPERTIES OF BEAMS, FASCIA.

2 PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALSJ anuary 12, 2017 Misc8-2015 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGSJUN 20 2017 ICC ESR 1398 (2015 IBC) 1/12/2017 Page 1 of 84 JUN 20 2017 ICC ESR 1398 (2015 IBC) 1/12/2017 Page 2 of 84 JUN 20 2017 ICC ESR 1398 (2015 IBC) 1/12/2017 Page 3 of 84 ICC ESR 1398 (2015 IBC) 1/12/2017 Page 4 of 84 JUN 20 2017 ICC ESR 1398 (2015 IBC) 1/12/2017 Page 5 of 84 JUN 20 2017 SECTION LATTICE COVER INSTRUCTIONS AND POST TABLEST able DESCRIPTION Max POSTGENERAL INSTRUCTIONS FOR THESE TABLESHgt Type Detail FREESTANDING OR ATTACHED STRUCTURETwin " " " Scroll 10' PROJECTION, WIDTH AND OVERHANG OF "x3"x8" Aluminum Post12' WIND AND LIVE OR SNOW LOAD OF STRUCTURE "x3"x3"Post with Sideplates 10' BL24(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN)

3 Clover "x3"x3" Alum 11' A RAFTER FROM SECTION THAT HASC lover "x3"x3" Alum 11' DL11 ADEQUATE CLEARSPAN FOR YOUR " Extruded 11' TRIBUTARY WIDTH FROM TABLE OR "x3"x3" Steel Clover11' F1L11 FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF "x3"x3" Steel Clover10' HEADER TABLE IN SECTION W/ CORRECT "x3"x3" Steel Clover 9' F3L11a. GROUND SNOW LOAD, SEE GEN NOTE #3 TABLE TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED "x3"x3" Steel Clover 8' F4L11b. LIVE LOAD, SEE #3 ABOVEOVER PROJECTION OF SINGLE SPAN STRUCTURES (FT) "x3"x3" Steel Clover7' F5L11c. WIND SPEED, SEE GEN NOTE #3 HANG6'7'8'9'10'11'12'13'14'15'16'17'18'1 9'20'21'22'1/8"x3"x3" Steel Square 12' G1L21d. EXPOSURE, SEE GEN NOTE #30'3' '4' '5' '6' '7' '8' '9' '10' '11'1/8"x3"x3" Steel Square 10' G2L21e.

4 SEISMIC, SEE GEN NOTE #31' '4' '5' '6' '7' '8' '9' '10' '11' '3/16"x3"x3" Steel Square 12' H1L21f. ATTACHED OR FREESTANDING2'n/an/ '6' '7' '8' '9' '10' '11' '12'3/16"x3"x3" Steel Square 10' H2L21g. a e ARE SET BY YOUR LOCAL BUILDING AUTHORITY3'n/an/an/an/an/an/an/a8' '9' '10' '11' '12' '3/16"x4"x4" Steel Square 15' A HEADER FROM TABLES IN SECTION THAT HAS ADEQUATE POST SPACING4'n/an/an/an/an/an/an/an/an/an/ '11' '12' '13'3/16"x4"x4" Steel Square 12' FOOTING SIZE5'n/an/an/an/an/an/an/an/an/an/an/an /an/an/an/a13' '3/16"x5"x5" Steel Square 15' J1L21 USE THE UPLIFT FOOTING IF BOTH OF THESE CONDITIONS ARE MET3/16"x6"x6" Steel Square 15' K1L21a. STRUCTURE IS ATTACHED TO AN EXISTING STRUCTURET able TABLES L1 AND L2 ARE SATISFIEDU plift Constrained d (in)c.

5 GO TO #9ad (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 4914 F1 F1 F1 F1 F1 F1 F1 F1 G1 G1 G1 G1 G1 G1 G1 G1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1IF EITHER a OR b ARE NOT TRUE THEN:15 F1 F1 F1 F1 F1 F1 F1 F1 G1 G1 G1 G1 G1 G1 G1 G1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1a. CHOOSE CONSTRAINED FOOTING SIZE BASED ON THE 3 CHOICES OF POST HEIGHT16 F1 F1 F1F1F1 F1 F1 F1 G1 G1 G1 G1 G1 G1 G1 G1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1b.

6 USE THE LARGER OF THE UPLIFT OR CONSTRAINED FOOTING SIZE17 F1 F1 F1 F1 F1 F1 F1 F1 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1c. CONSTRAINED FOOTINGS MUST USE DETAIL L29 OR M518 F1 F1 F1 F1 F1 F1 F1 F1 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1d. GO TO 9b19 F1 F1 F1 F1 F1 F1 F1 F1 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 K19. DETERMINE POST TYPE20 F1 F1 F1 F1 F1 F1 F1 F1 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 BOTH 8a AND 8b ARE TRUE THEN USE POST SHOWN IN TABLE UNDER "MIN POST TYPE"21F1 F1 F1 F1F1F1 F1 F1 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1 CROSS REFERENCE LETTER CODE W/ TABLE F1 F1 F1 F1 F1 F1 F1 F2 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1IF THIS POST'S MAX HEIGHT IS TOO SHORT, UPGRADE THE POST.

7 23 F1 F1 F1 F1 F1 F1 F1 F2 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 K124 F1 F1 F1 F1 F1 F1 F1 F3 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 EITHER 8a OR 8b ARE NOT TRUE THEN:25 F1 F1 F1 F1 F1 F1 F1 F4 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1 DETERMINE POST TYPE FROM CROSS REFERENCING THE UPLIFT FOOTING AND 26 F1 F1 F1 F1 F1 F1 F1 F5 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1 CONSTRAINED FOOTING ON TABLE F1 F1 F1 F1 F1 F1 F1 F5 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 0example.

8 A 40" UPLIFT FOOTING AND A 20" CONSTRAINED FOOTING28 F1 F1 F1F1F1 F1 F1 G1 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 0 ARE REQUIRED. POST TYPE "F1" IS REQUIRED. TABLE SHOWS POST TYPE29 F1 F1 F1 F1 F1 F1 F2 G1 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 0"F1" TO BE A "X3"X3" STEEL CLOVER POST WITH A MAX HEIGHT OF 11'.30 F1 F1 F1 F1 F1 F1 F3 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 K1 K1 K1 K1 STRUCTURE IS ATTACHED FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO 31 F1 F1 F1 F1 F1 F1 F3 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 I1 I2 I2 I2 I2 I2 K1 K1 K1 K1 0 WALL FROM TABLE OR TABLE F1 F1 F1F1F1 F2 F4 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H2 H2 H2 H2 H2 H2 I1 I2 I2 I2 I2 I2 K1 K1 K1 K1 THE APPROPRIATE DETAILS (L1 L34)

9 33 F1 F1 F1 F1 F1 F2 F4 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H2 H2 H2 H2 H2 H2 I1 I2 I2 I2 I2 I2 K1 K1 K1 K1 034 F1 F1 F1 F1 F1 F3 F5 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 I1 I2 I2 I2 I2 I2 K1 K1 K1 K1 0 FOR PATIO SLABS FOLLOW 1-7 FROM ABOVE THEN35 F1 F1 F1 F1 F2 F3 G1 G1 G1 G1 G1 G1 G1 G1 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 I2 K1 K1 K1 K1 0 SLAB THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING36 F1 F1 F1 F1 F2 F4 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 I2 K1 K1 K1 K1 0 SLAB 8a AND 8b MUST BE TRUE37 F1 F1 F1 F2 F3 F4 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 J1 K1 K1 K1 K1 0 SLAB 9a FROM ABOVE38 F1 F1 F1 F2 F3 F5 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 J1 K1 K1 K1 K1 0 SLAB 10 AND 11 FROM ABOVE39 F1 F1 F2 F3 F4 F5 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H2 H2 H2 H2 H2 H2 H2 I2 I2 I2 I2 I2 J1 K1 K1 K1 K1 0 SLAB TWO POST STRUCTURES USE TABLE ON SHEET Misc3 FOR SLAB REQUIREMENTS40 F1 F2 F2 F3 F4 G1 G1 G1

10 G1 G1 G1 G1 G2 G2 H1 H1 H2 H2 H2 H2 H2 H2 I1 I2 I2 I2 I2 I2 J1 K1 K1 K1 K1 0 INSTEAD OF SECTION F2 F2 F3 F3 F4 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 I1 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1 042 F2 F3 F3 F4 F5 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 I1 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1 043 F3 F3 F3 F4 F5 G1 G1 G1 G1 G1 G1 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 I1 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1 044 F3 F3 F4 F5 G1 G1 G1 G1 G1 G1 G1 G2 G2 H1 H1 H2 H2 H2 H2 H2 H2 H2 I1 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1 045 F3 F4 F4 F5 G1 G1 G1 G1 G1 G1 G1 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 H2 I1 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1 046 F4 F4 F5 G1 G1 G1 G1 G1 G1 G1 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 H2 I1 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1 047 F4 F5 F5 G1 G1 G1 G1 G1 G1 G1 G2 G2 H1 H1 H1 H2 H2 H2 H2 H2 H2 I1 I2 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1 048 F5 F5 G1 G1 G1 G1 G1 G1 G1 G2 G2 G2 H1 H1 H2 H2 H2 H2 H2 H2 H2 I1 I2 I2 I2 I2 I2 I2 K1 K1 K1 K1 K1 0