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HomeMy WebLinkAboutAAF GUIDEAAF GUIDE TO ALUMINUM CONSTRUCTION /N HIGH WIND AREAS Chapter 2/Screen Room AAF Guide as Refereced by: F.B.C. 200Z.4.1 & I� F.R.C. R301.2.1.1.1 Homeowner:�u� v� Sin4 esigner. Site Address: 8 S A?2-44es `1�t u cj Builder:3/�,a_ 0S-rzYcesco Date: (o-lfl-1 Overall Dimensions: Length:10 X a2-y {ft) Width (ft) Structure is attaching to: Host Wall 0 Eave Ff- Height @ Attachment: 1 (ft) Projection of Eave: (ft) Wall Height: 12 (ft) Overall Height 1 S (ft) Room Shape: Type 1 �ype 2 (per p. 2-1) Wind Zone: I(DO Mph Exposure: ElB ['0C SCANNF� By St• LUCIi3 C®Un4v A) [Clear] Span of Roof Panels: �t ` (i x (ft) Florida Product Approval # Per Table 201 L page 2-_ 3 Using. _3" Riser Panel Roof X 12" Wide by (in) Thickness Jb _" (Depth) Composite Panel X :�(in) Skin Thickness & 0,3Z# Density Core -LDS B) Using Intermediate Roof Support Beam: Select from Table 202, or, Table 208 Load Width (Spacing) on Beam: 1 1 i S r (ft) Span: b i i (ft) Selection: Q Edge Beam: Load width (1/2 Span + Overhang):sP. (ft) (Table 202, or, 208) Allowable Span (Tabular Value):�(LL(ft) Selection: 'i r r D) Posts/Primary Screen Wall Members: Post Spacing: �r�l 4-Z ft) (Table 203) Post Span/Wall Height: I $ I (ft) Selection: Non -Bearing Wall 1: Spacing --1' a x i (ft) Span i i (ft) Selection Non -Bearing Wall 2: Spacing _a!_(ft) Span ) ;4, i (ft) Selection E) Foundation & Post Connections: (Tables 205 & 206 p. 2-55) Load Width Per Item "C' Foundation Type/Detail Reference Page & Footing Dimensions : X Allowable Post Spacing for Column Connection C1 Per (Table 207-I and 207-II): Load Condition 2 0 Detail C2 Required when Table 207 Tabular Values are Exceeded Miscellaneous Details Used (stemwall, block kneewall etc.) From page F) Wall Bracing (Resisting Lateral Wind Pressures) USING: Cables0 if required Side (Return) wall effective area : sgft ; Cable Pairs: (Per Table 211 p. 2-54) C.UG[B CtlUNT'' UILDAIGD •T. ` N gg���°(owid �6Wc�� d NCI , , •� dJYl 1 ___ �• io•o3•i2 f AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS Jobsite Information Worksheet: Site Address: C' a�- RAu d Existing Host Structure is Constructed Using: _Lame _CMU _Brick _Other (Provide Description) New Structure is Attaching to: —wave Perimeter Wall Other (Provide Description) Eave Projection (if applicable) and Height of Attachment: Eave Projection ) (in) Height of Attachment •t5� (ft) Foundati Type: " nominal Slab Monolithic Footing 8" CMU Wall Raised Slab Ribbon Footing _Engineered Lumber Deck Other (Provide Description) N w ROOF PANEL SPAN (FOR FASCIA ATTACHMENT) HOUSE ROOF IOVERHANGI REFER TO BOTH ROOF PANEL ROOF PANELS PER FASTENING AND EDGE BEAM TABLE 201 CONNECTION DETAILS SLOPE EDGE BEAM I I ROOF PANEL 1 (REFER TO TAOLE 202) 11 =__ = CONNECTION (SEE OVERHANG I 2X2 HOLLOW (WPICAL 11 DETAILS)ROOF 1 / OVERHANG 1 SIDE WALL F� PDER) i i 3 MAX.) 1 ROOF PANEL CL R SPAN (WALL AWACHMENT) 1 °� ub �2 1 REFER TO TABLE 203 11 II u� 14' m va I FOR POST DESIGN CHAIR RAIL OR KICKPLATE RAID I 1 1 O 36"DOO I 1 = 1 FOUNDATION (LOCATION - I INCIDENTAL 1 "F" DETAILS II ---------------II' ?0 DESIGNrJI L--�------------------------------------i TYPICAL (SHED TYPE) SCREEN ROOM SECTION / SIDE VIEW NOTES: FOR ALLOWABLE SPANS, REFER TO: 1) ROOF MAY BE CONNECTED TO WALL OR FASICA PER DETAILS TABLE 201 FOR ROOF PANEL SPANS 2) MINIMUM ROOF SLOPE (FALL) 1/2" IN 12" FOR INDUSTRY STANDARD TABLE 202 FOR EDGE BEAMS 3" RISER PANELS AND 1/4" IN 12" FOR COMPOSITE PANELS TABLE 203 FOR POST SPANS 3) ALLOWABLE AVERAGE HEIGHT OF ROOM 7- 0" (MIN.) TABLE 204 FOR GIRT SPANS Chapter 2 - Screen Rooms 1" X 2" OB @ PERIMETER NOTE #1 :-USE Ala ,O X 3=CONG:DU-SCREWS-IIdTO::3 &OAyHOST ANQ �L[:9J X-2%a'$ LONGNCRETECREllItS INTO-CONCRETE.0R`MASONRY_CONSTRUATION (V EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER 1" X 1" X 1/16" ANGLES 2" LONG WITH 248 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) pos"F STRUCTURE ELEMENTS 7QQNNECTIOW-;\%r kE)(POSED-EA_ STEM 1" X 2" OB @ PERIMETER REFER TO NOTE #1 - THIS SHEET 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 OB (1" EMBEDMENT MINIMUM.) REFER TO NOTE #1 - THIS SHEET HOST -STRUCTURE ELEMENTS CONNECTION WITH CONCEALED FASTENERS Page 2 -13 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 2" X 2" HOLLOW HORIZONTAL (GIRT) 1' X=1-=rX17WANGLES (LENGTH=OF_GIRT_DEPTH� 1rF5S3/2�=W1TH�. 2= #8=X4/2"LONGS..M.S.. ATtEAC-H•L EG� (TYPICAL lmw-BOTTOM}:� CONNECTION W/ EXPOSED FASTENERS 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 GIRT (DETERMINED SY TABLE) 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 1" X 2-1/4" X 1/8" RECEMNG CHANNEL / COLUMN NOTE #1 : USE 1/4"0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 1/470 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER fOI` HOLEOVGIRT2(4-'•'=EMBEDMEM"-s� CONNECTION W/CONCEALED FASTENERS AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 j Page 2 - 14 Chapter 2 - Screen Rooms z a x 3 z 1" X 1" X 1/8" ANGLES 2" LONG WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG (TYPICAL EACH SIDE, TOP & BOTT CHANNELAL CONNECTION X 2-1/4" X 1/8" CEPANG CHANNEL / COLUMN EXPOSED FASTENERS ,�C NECTIONtW/_CONCEALED=EASTENERS-3 Page 2 -15 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms ROOF PANELS (SELECT PER TABLE 201) :�7 77777777777777 /// SMS If Gl REW-BQS,SEB�� HOLLOW POST kIOLLQW POSTS W/ 2=?'�2 HEP;DER ROOF PANELS (SELECT r PER TABLE 201) 2" X 2" SELF -MATING POST SELF -MATING POSTS W/ 2X2 HEADER 0 d AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 2 - 16 ROOF PANELS (SELECT PER TABLE 201) 9CSTfaPm(2AWIDE-BU/B�:a € THICK -OR THICK),EA ENED'W/' EACH)/2' '130&S AT]D € 2 EACIi S:M3 ;r,t 0 0 0 2 n 0 §I 5j U3 m N SECTION ROOF PANELS (SELECT - PER TABLE 201) Psi _ `97 = 7 t 2 EACH 1/2" 0 BOLTS THRU I STRAP, BEAM AND POST WALL HEADER EDGE BEAM 3" X 2" X 0.045" STRAP (2" WIDE BY 9 1/8" THICK OR 1-1/4" BY 3/16" THICK) 2" X 3" OR 2" X 4" HOLLOW POST (POST FASTENED W/ 2 EACH NOTCHED TO ACCOMODATE BEAM) I J 1/2"0 BOLTS AND 2 EACH X #14 S.M.S. (SCREEN FACE)ELEVATION (3" X 2" Chapter 2 - Screen Rooms 4 EACH #12 SMS WITH 5/8" 0 20 GAUGE STEEL WASHER (GALVANIZED OR 304 — STAINLESS) W/ BONDED SELF-SEALIN MATERIAL (OR APPROVED EQUIVALENT) PER PANEL _ 3" RISER ROOF PANEL (SELECT FROM TABLE 201) SECTION ROOF PANEL FASTENING DETAIL #1 bC2(3" RISER PANELS) Ell 0010 CONTINUOUS ANGLE 2" X 2" X 1/8" FOR EDGE BEAMS FOR INTERMEDIATE BEAMS 2" X 2" X 3/16" THICK W/ #14 SMS @ 6" O.C. (TYPICAL) 1/4" 0 THRU BOLT W/ 1-1/4" 0 WASHER @ 10" O.C. (TYPICAL) - 3/8" 0 BOLTS REQ'D FOR 6" THICK ROOF PANELS O 0 0 n C COMPOSITE ROOF PANEL (SELECT FROM TABLE 201) �fVOTE-TH&7-- 'IY8 ;COONTINUOUS`A�IGt,E BEAM SELECTED FROM TABLE ETELaMINAtED!BYIBOLTINGTJEL OAMPDS I I E� 202 (MAY BE HOLLOW OR PANELS THRU THE SUPPQRTINGBE9-4;o SELF-MATING/LAP EXTRUSION SECTION -TROOP PANEL %sTEIr A:g" t- PfLF#-2 ' - ;CQ " EOSITEffPANEES)- ) AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 2 - 32 Chapter 2 - Screen Rooms 0 GABLE RIDGE BEAM 00 2X2 WALL HEADER / - 00 00 1X2 08 @ POST / (OPTIONAL) / GABLE RIDGE BEAM 1/8" THICK PLATES EACH SIDE OF RIDGE BEAM AND SUPPORT POST - FASTEN PER TABLE ROOM EXTERIOR ' (SCREEN FACE) /" COLUMN SELECTED i PER TABLE 203 GABLE END WALL / RIDGE BEAM SUPPORT POST (SECTION THRU GABLE END WALL) REFER TO ROOF FASTENING DETAILS FOR ROOF TO HEADER FASTENING \ ' (R TABCE 291' \ \ � J r, HEADER 1X2 OB @ POST (OPTIONAL) COLUMN SELECTED PER TABLE 203 BOLT EXTRUDED ROOF HEADERS TO RIDGE BEAM W/ 1/4" 0 BOLTS @ 12" O.C. RIDGE CAP (OPTIONAL) Rp06PMjE / (PER TABLE,2p ) Iz:-GABLE:END_WALL-/--RIDGE,BEAMrSUPP-ORT POST i- (PARTjALELEY _ '@'SCREEN FACE),,z Cam- �" TT_ F r_ AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 I Page 2 - 38 Chapter 2 - Screen Rooms - Exposure C Allowable Roof Panel Spare for Screen Rooms (Type 1) Table 201 Table 201d 140 MPH Wind Zone Exposure C Industry Standard Products Design Load (psf) Panel Skin Thickness 0.024 0.032 3" Standing Seam (Riser) by 5 Rib 43.2 5'-1" TA"- 3" Composite (1 kb EPS Core X Skin Thickness) 41.9 8'-9" 10'-3" 4" Composite (1 Ib EPS Core X Skin Thickness) 41.9 9'-7" 11'-4" 5" Composite (1 lb EPS Core X Skin Thickness) 41.9 10'-6" 11'-10" 6" Composite (1 lb EPS Core X Skin Thickness) 41.9 11'-5" 12'-5" 3" Composite (2 lb EPS Core X Skin Thickness) 41.9 10'-3" III -in ,V Composite (2 lb EPS Core X Skin Thickness) 41.9 11'-4" 12'-2" 5" Composite (2 lb EPS Core X Skin Thickness) 41.9 11'-10" 13'-1" 6" Composite (2 kb EPS Core X Skin Thickness) 41.9 12'-5" 13'-11" Table 201e 150 MPH Wind Zone Exposure C Industry Standard Products Design Load s Panel Skin Thickness 0.024 0.032 3" Standing Seam (Riser) by 5 Rib 49.6 4'-9" 6'-10" 3" Composite (1 kb EPS Core X Skin Thickness) 48.1 8'-4" 9'4" 4" Composite (1 lb EPS Core X Skin Thickness) 48.1 9'-2" 10'-10" 5" Composite (1 Ib EPS Core X Skin Thickness) 48.1 10'-1" 11'-4" 6" Composite (1 lb EPS Core X Skin Thickness) 48.1 10'-11" 11'-10" 3" Composite (2 lb EPS Core X Skin Thickness) 48.1 9'-9" 10'-7' 4" Composite (2 lb EPS Core X Skin Thickness) 48.1 10'-10" 11'-8" 5" Composite (2 lb EPS Core X Skin Thickness) 48.1 11'-4" 12'-6" 6" Composite (2 lb EPS Core X Skin Thickness) 48.1 11'-113" 13'-4" Table 203e 160 MPH Wind Zone Exposure C Industry Standard Products Design Load Panel/Skin Thickness 0.024 0.032 3" Standing Seam (Riser) by 5 Rib 56.4 4'-6" 6-5" �i��Com os lei (itlb Ei?S?CAre CSlan Thickness) 54.8 T-11" 4" Composite (1 lb EPS Core X Skin Thickness) 54.8 8'-10" 10'-5" 5" Composite (1 lb EPS Core X Skin Thickness) 54.8 9'-T' 10'-10" 6" Composite (1 lb EPS Core X Skin Thickness) 54.8 10'-5" 11'-4" 3" Composite (2 lb EPS Core X Skin Thickness) 54.8 9'-4" 10'-2" 4" Composite (2 kb EPS Core X Skin Thickness) 54.8 10'-5" 11'-2" 5" Composite (2 lb EPS Core X Skin Thickness) 54.8 10'-10" 11'-il" 6" Composite (2 lb EPS Core X Skin Thickness 54.8 11'-4" 12'-9" Page 2C - 3 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Chapter 2 - Screen Rooms - Exposure C ALLOWABLE SPANS for BEAMS SIPPORTRGSOLID ROOFS In Screen Rooms TYPE I Table 202d ASD Applied Unit Load = 43.3 (PS Ward Zone= 140 MPH Exposure Category: C Alloy = 600M/606176 SlUgle 6&rsion Profiles Contributin Load Width SDadna S-0" 16'-0° 7-0" 8'-0" 9'-0" 19-0" 11'-0" IT-0" 2 X 2 X 0.046" Fallow Y4° 1 X-1" X-10" Z-8" Z-6" 2'4° T-34 2'-2" 3 X 2 X 0.050° Fallow 4'-6' 4'-l" 3'-10" 3'-7" Y-4" T-2" 3'-0" 2'-11" 3 X 2 X 0.072" Fallow 5-7' S-1" 4'-9" 4'-5" 4'-2" Y-I3" Y-9" 3'-7"--- 2 X 4 X 0.050" Hollow 51-9° 5'-3" 4'-11° 4'-7" 4'-4" 4'-1" T-11" T-9" 2X4 SMB 5*-2" 4'-9" 4'-5° 4'-1" Y-10" Y-W T-6" 3'.4" 2X5 SM8 6'-7" 5'-11" 5-7" 5'-2" 4'-11" 4'-8" 4'-5° 4'.3" 2X6 SMB T4" 6'-8" 6'-2" 5-10" 5-6" S-2" 4'-11" 4'-9" 2X7 SMB T-6" 8'-8" 8'-0" T-6" T-1" 6'-9" 6'-5" 6'-2" Z%B SMB 14'-5" 13'-2" 12'-2° 11'-3' 10'-9" 10'-2" Combinatlon Sections 5'-0" 6'-0. T-0" 8'-a, 9'-0. 10'-a" Il'-0" 12'-0" 2X3 Hr+1X2 OB 54" 4'-10" 4'-6° 4'-3" 3'-11" 3'•9" 3'-7" 3'-5" 2X4 Hr+1X2 OB 6'-6" 5'-11" S-6" 5'-2" 4'-10" 4'-T' 4'-5" 4.-15 2X4 SMB+1X20B Y-11° S4" 4'-11" 4'-8" 4'-5" 4'-2" Y-11" 3'-10" Note: For Combination Sections, the 1X2 Open Bads must be fastened to the accompanying edge beam per special fastening elevation on Page 29. ALLOWABLE SPANS for BEAMS SUPPORTING SOM ROOFS In Screen Room TYPE I Table 20E ASO) Applied Unit Load = 49.7 (PSF) Wind lone= 150 MPH ure Category: C Alley = 600STS/606176 Single 15drsion Profiles Contributl Load Width S c S-0" a-0" T-0" 6-0" 9'-0" 19-a" IV -0" lY-0" 2 X 2 X 0.046° Hollow Y-2" T-10" T-8" 2'-6" Y4° Z-3" 2'-1° 2'-0" 3 X 2 X 0.050" Hollow 4'-2" T-10" 31-7' T4" Y-2" Y-11" 2'-10" 2'-9" 3 X 2 X 0.072" Fallow S-2" 4'-9" 4'-S" 4'4" Y-11" Y-8" T-6" 3'4" 2 X 4 X 0.050" Follow S-S' 4'-11" 4'-7" 4'-3" 4'-0° Y-10" 3'4r Y-6" 2X4 SMB 4'-10' 4'-S' 4'-1" 3'-10" Y-7' 3'-S' T-3" 3'-2" 2X5 SMB 6.4. S-T' S-Z" 4'-10" 4' 7' 4'4" 4'-2" 3'-11" 2X6 SMB 6'-10" 6'-3" 5-30" 51-5" 9-1" 4'-10" 4'-7' 4'-5" 2X7 SMB 8'-10" 8'-1. 7-6" T-0" 6'-7' 6'-3" 5-11" 51-9" 2X8 SMB 13'-6" IZ-4" 11'-5" 1 301-8" 10'-0. 91-T 9-1" 1 8'-8" Combination Sections 5'4'-11-0" 6-0. T-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" 2X3 Hr+IX2 08 " 4'-S' 1 4'-2" T-11" 3'-8° 3'-6" 3'4" Y.3" 2X4 Hf+1X20B 6'-1" S-7" S-2" 4'-10" 4'-6' 4'4" 4'-1' 3'-11" 2X4 SM8+IX2 OB 1 Sfi" 1 S-0" 4'-8"1 4'4" 1 4'-1" I 3'-11" 1 T-8' 1 T-7" Note: For Combination Sections, the 1X2 Open Bads must be fastened to the accompanying edge beam per special fastening elevation on Page 29. ALLOWABLE SPANS for BEAMS SUPPORTING SOLID ROOFS In Screen Rooms TYPE I Table 202d (ASO) Applied Unit load ! !Mffd ZDne=— 160-HP—H= 5 posure Category: C Alloy = 6005T5/6061TS Single bbrslon Profiles Contributl Load Width I Seacino S - 0° K6M- M T - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" u' - 0" 2 X 2 X 0.046' Hollow Z-11" Z-8" 2'-6" 2'4" 2'-2" 2'-1' 1'-11" 1'-11" .-..- iR-� Y-11" F' f Y4" 3'-1" 2'-11" 2'-9" 2'-8" 2'-7" ` 3 X 2 X 0-.072° HoOaw 4'-I1" 4'-5" 4'-1" 3'-10" T-8" Y-5" T-3" 3'-2" 2 X 4 X 0.050" Follow S-11 4'-7' 4'-3" 4'-0" Y-9" 3'-T' Y-S' T-3" 2X4 SMB 4W" 4'-2" 3'-30" Y-7" 3'-5' 3'-3" 3'-1° 21-11" 2XS SMB S-9" S-3" 4'-10" V-6" 4'-3" 4•-1" 3,-10" Y-8" 2X6 SMB 6-5" Y-10" S-51 51-1" 4'-9" 4'-7" 4'4° 4'-2" _ 2X75MB 8'4" -�T-A. T-0" 6'-7° 6'-2" 5'-Il" S-T 5'-4" 1i2X8'SMB% 12'-7' OIVW.Z'e 10'-8" 1 T-11" 9'-i 8'-11" Combination Sections 1 S-0" 6'-0. T-0" 8'-0" 9'-0" 10,-0" IV-0" 12'-0' 2X3 HT+1X2 OB 4'-8" 4'-3" 1 3'-11• 1 Y-8" 1 Y-6• 1 Y-4" 1 T-2" 1 Y-0" 2X4 Hr+IX2 OB 1 51-8" S-3" 4'-10" 4'-6" 1 4'-3° 1 4'-0" 1 3'-10" 1 3'-8' 2X4 SMB+1X2 08 1 5-2" 4'-8" 1 4'-V 1 4'-1' 1 Y-30" 1 T-8" 1 T-6° 1 X4" Note: For Combination Sections, the 1X2 Open Back must be fastened to the accompanying edge beam per special fastening elevation on Page 29. Page 2C - 7 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Chapter 2 - Screen Rooms - Exposure C ALLOWABLE SPATS for Primary Members In Screen Walt (Posts/Culumms) Table 203e Wind Zone = 150 MPH Design Pressure: 19.6 PSF Exposure C FOR Screen Mesh: 18 14 Mean Roof Wi ht Less Than or Equal to 15ft Alloy. 600STS/6061T6 Post/Column Load Widrhs or Spadng 4'0 V-6- S-0- S-6" 6-0" 1 6-6" 7-0" T-6" B'-0" 2" X 2" X 0.046' X 0.046" Hollow S-1'(1) 4'-10'(1) 4'-7-(1) 4'-4'(I) 4'•2°(1) 3'-11"(1) T-30"(1) 3'-9"(1) 3'-7-(1) 2" X 3" X 0.05" X 0.05 Hollow T-S"(1) T-0'(1) 6'-B"(I) 6'-4"(i) 6'-1"(1) 5'-10°(1) S-r(1) S-5"(1) S-3"(1) 2" X 3" X O.OS' X 0.05" Snap T-11"(1) 7'-6'(1) T-2"(1) 6-10°(1) 6'-6'(1) 6'-3"(1) 6'-0'(1) 5-10"(1) 5'-8-(1) Z" X 4" X 0.050' X 0.13%' Hollow 8'-7-(1) B'-1'(1) 7-8'(1) 7'-4'(1) 7'-0'(1) 6'-9"(1) 6'-6"(1) 6-3"(1) 6'-1"(1) 2" X 4" X 0.05' X 0.05" Snap 9-6"(1) 8'-11°(1) 9-6'(1) 8'-2'(1) 7-9'(1) T-6"(1) 7-3'(1) 6-11-(1) 6-9"(1) 2" X S' X 0.050" X 0.050" Hollow 8'-11"(1) 8'-S"(1) T-11"(1) 7-7"(1) 7'-3"(1) 6'-11"(1) 6'-9"(1) 6'-6"(1) 6'-4"(1) 2"X4"X0.046"X0.10" SMB 6'-9"(1) 6'-4'(1) 6'-1°(1) 1 5'-9"(1) Y-6"(1) Si°(1) S-1"(1) 4'-11°(1) 4%9"(1) 2"X5"XO.05"XO.IIW SMB 8'-11"(1) 8'-5"(1) 7'-11"(1) 1 T-7'(1) 7-3'(1) 6'-11'(1) 6'-9'(1) 6'-6"(1) 64"(1) 2"X6'XO.05"XO.12°SMB 10'-1"(1) 9'-6'(1) 9'-0"(I) 8'-7"(1) 8'-3'(1) T-11'(1) 7'-8'(1) T4°(i) T-2°(1) 2"X7'X0.055"XO.1r SMB IV-6-(1) 10'40"(1) 30'411) 9-30°(1) 9'-5'(1) 9'-0%1) 8'-8"(1) 8'-5'(2) 8'-2"(2) 2"X8X.072"XO.224" SMB 21'-10"(2) 20'-7"(2) 19'-7"(2) 18'-8"(2) 1T-30"(2) 17'-2"(2) 16-6"(2) 15-11'(2) I5'-6"(2) 2"X9"X.0S2"X.306" SMB 28'-0'(2) 26-5'(2) 25-1'(2) 23'-11"(2) 22'-10"(2) 21'-11'(2) 21'-2'(2) 20'-5"(2) 19'-IW(2) 2"XIO"X.092"X.389" SMB 33'-10"(2) 31'-11'(2) 31-3"(2) 28'-10"(2) 2T-8'(2) 26'-7"(2) 25-7°(2) 24'-g°(2) 23'-11"(2) 3"X3"X 0.090' Fiollow 9'-7'(1) 9'-0"(1) 8'-7'(1) 8'-2"(1) 7'-10%1) 7-6-(1) T-3°(1) 6'-11'(1) 6-9"(1) 3" X 3" X 0.125" Fbllow 12'-10"(1) 12'-1'(1) 11'-6'(1) 10'-11'(1) 10'-6'(2) 10'-1'(2) 9'-9"(2) 9'-S'(2) 9'-1'(2) ALLOWABLE SPAS for Primary Members rn Screen Wars (Posts/Columts) Table t---.Wir�Zone.=^..-MQ0 L'IWjj Design Pressure: 22.3 PSF Exposure C FOR screen Mesh: 38 14 Mean Roof Flel ht Less Than or Equal to 15ft Alloy: 600STS16061T6 Post/Column Load WldOms or Spacing 4'-0" 4'{i" 51-0" S!" 6'-W T-0" 7-6" 8'-0" 2" X 2" X 0.046" X 0.046" Hollow 4'-9'(1) 4'-6'(I) 4'-3"(1) 4'-1'(1) 3'-11"(I) T-9"(1) 3'-7'(1) 3'-6"(1) 3'-4'(1) 2" X 3" X 0.05" X 0.05° Snap T-6"(1) 7'-1'(1) 6'-8"(1) 6'-5°(1) 6'-1"(1) 5-10-(1) S-8-(1) S-6-(1) S-3"(1) 2" X 4" X 0.050" X 0.050" Hollow 8'-1"(1) 7-7-(1) T-3"(1) 6'-11"(1) 6'-7'(1) 64"(1) 6'-1"(1) 5-11"(1) S-9"(1) 2" X 4" X 0.05' X 0.05" Snap r-11"(1) 8'-5'(I) T-11'(1) T-8°(1) T-4"(1) 7-0"(1) 6'-9"(1) 6'-W(1) 6'4"(1) 2" X S' X 0.050" X 0.050" Hollow 8'4"(1) T-10"(1) T-6"(1) 7-1"(1) 6'-10"(1) 6'-7"(I) 6'4"(1) 6'-r(1) 5-11°(1) 2"X4"X0.046"X0.10" SMB 6'-1"(1) 5'-9'(1) S-6°(1) 5'-2"(I) 4'-11'(1) 4'-9"(1) 4'-7'(1) 4'-S(1) 4'4"(1) 2"XS'X0.0S'X0.116"SMB 9-r(1) 7'-W(1) T-3°(1) 6'-11"(1) 6'-8'(1) 6'-S-(1) 6'-2"(1) 5-11'(1) 51-9"(1) 2"X6°X0.05"XO.IP SMB 9-2"(1) 8'-8'(1) 8'-2'(1) T-10"(1) T-6"(1) T-2"(1) 6'-11"(1) 6'-B"(1) 6'-6"(1) 2'X7"XO.055"XO.12" SMB 10'-6"(1) 9'-11-(1) 9'-5"(1) B'-11"(1) 8'-7-(1) 8'-3"(1) 7'-11"(2) 7'-S"(2) 7'-S"(2) 2"XSX.072"X0.224" SMB 20'-3'(2) 19'-1°(2) 18'-2"(2) 17'-3'(2) 16-7"(2) 15-11°(2) 15-4'(2) 14'-10"(2) 14'4"(2) 2"X97.082"X.306' SMB 26'-r(2) 24'-7"(2) 23'-4"(2) 22'-2"(2) 21'-3"(2) 20'-S'(2) 19'-B"(2) 19--0'(2) 18'-5"(2) 2"X10"X.092"X.389' SMB 31'-6"(2) 29'-9"(2) 29-3"(2) 26'-11"(2) 25'-9"(2) 24'-9"(2) 23'-10"(2) 23'-0"(2) 22'-4"(2) 43"X-3aXA.09'"Holloy+ r-11"(1) 8'-5"(1) 8-"(1) T-8°(1) . y T-0"(1) 6'-9'(1) 6'-7"(1) 6'4"(1) 3" X 3" X 0.125" Hallow V-1"(1) 11'4"(1) 1 10'-9"(2) 1 30'-3"(2) 9'-10"(2) 1 9'-5'(2) 9'-1"(2) 0-30"(2) 8'-6"(2) AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 1 Page 2C - 12 Chapter 2 - Screen Rooms - Exposure C ALLOWABLESPAF6 for SECONDARY SCREENWALL M999M (GILDS OR CHAIR RAILS) FOR 1101ryh Wild Tones Exp C 18/ 14 Screen Unit Load= 10.7 psf i cud wiA / cr.°rim Table 204 Table 204a Etusion 4'-0" V-6" 5-0" S-6" 6'-0" 6-6" T-0" 2X2X.046 Hollow 7-1" 6-8" 64" 6-1" 5'-10" 5-T' 5-4" 2X3X.050-Hollow T-10" T-30" T-10° 7'-10" - T-10" T-10" - 7-8" 2XV.050 Hollow T-10" T-10" T-10" 7-10" 1 T-10" 1 T-10" T-10" 2X3X.072 Holow T-10" 7'-10° 1 7'-10" 1 7-10" 1 T-10° I 7'-10" T-10' Maximum Spacing (Vertical) 7 R o.c.; maximum allowable span 7' 10") FOR 120 nigh Wind Zot Exp C Table 204b IS/ 14 Screen Unit Load= 12.6 psf i —A Wl M / Ce."Arv. E)Msion V-W I 4'-6" I S-0" 5'-6" 6-0" 6'-6" 1 T-0" ZCM.046 Follow 6-5" 6-1" 5-9" S-6" S-3" S-0" V-10" 2X3X.050 Follow 7-10" T-30° T-10" T-10" T-7"I T-3" 7-0" 2X4X.050 Hollow 7-10" 7'-10" 1 T-10" 1 T-10" 1 T-10" 1 T-10" T-10" 2X3X.072 Holow 7-10" T-10" 1 7'-10" 1 T-10" 1 7-10" 1 7-10" 7-10" Mandmum spacing (vemcai) 7 it o.c.; maximum allowable span r 1u-) FOR 130 mph Wind Zones Exp C Table 204c 18/14Screen Unit Load = 14.5 psf 1 ruff Wirth / Sfurlm Lhusion 4'-0" 1 4'-6" S-0" S-6" V-0" 6'-6" T-0" 2X7J(.046 Hollow 5-10" S-6" S-3" 4'-11" 4'-9" 4'-7" 4'-5" 2X3X.050 Hollow T-10" T-10" T-8" T4" 7L 6-9" 6'-6" 2XV.050 Hollow T-10" 7-10" T-10" 7-10" 7'-10" T-30" T-10" 2X3X.072 Holow 7'-10" T-10" I T-30" I T-10" I T-10" 1 T-10" 1 T-30" Mindmum Spacing (Vertical) 7 it 0.0; ma dmurn allowable span 7' 1U") FOR 140 nph Wind Zones Exp C Table 204d 18/ 14 Screen Unit Load = 17.1 psf i r.ad wish / cr."Am @Musson 4'-0" I 4'-6" T-0" S-6" 6-0" 6'-6" 7-0" 2=.046 Hollow S-3" 4'-11° 4'-9" 4'fi" 4'4" 4'-2° Y-11" 2X3X.OS0 Hollow T-10" T-5' T-0° 6-8" 6'-S" 6'-2" 5-11" 2X4X.050 Hollow T-10" T-10° 7"-10" 7-10" 1 T-30" T-8" 7-5" 2X3X.072 Holow T-10° T-10° T-10" T-10" T-10"1 7'-7" 7-3" Maximum Spacing (Vertical) 7 ft o.c.; maximum allowable span T 10") FOR 150 nph Wind Zbtles Exp C Table 204e 18114 Screen Unit Load = 19.6 psf i naA wiAeh / c.."fam Eidrsion 4'-0" 1 4'-6" 1 5'-0" 1 S-6" I 6-0" 6'-6° 1 7-0" 2X2X.046 Follow T-11" 4' 11" 4'-S' 4'-2" 4'-0" 3'-10" 3'-T 2X3X.050 Follow T4" 6'-11" 6'-7" 6'-3" S-Il° S-9" S-7" 2X4X.0S0 Hollow T-10° T-SO" 1 7-10" 1 T-10" I T-6° I T-2" V-11" 2X3X.072 Holm T-10" I 7-10" 1 7-10" 1 7-8" 1 74" 1 7'-1" 6-10" mminum spacing (vertical) 7 rt o.c.; maximum auowame span r 1u-) (_A100'Iryit'Wle9`Ioite`,,,S—� Table 204f 18/14Screen Unit LOW = 22.3 psf i —A wifaf. f c..° — L3drusion 4'-0" I 4'-6" S-0" 5'-6" ,&-M I V-1T T-0" 2X2X.046 Follow 4'-7" 4'-4" 4'-1 3'-11" 3'-9" T-7" T-6" ,ZX3Xi050 Hollow 6'-11" 6'-6" 6'-2" 5-10" S-5" S-2" ` 2X4X.050 Hollow T-10" T-10° 1 7-8" 1 T-4" 7'-0" 1 6'-9" 6-6" 2X3X.072 Holow T-SO" T-10" I i-7° I T-2" V-11" 1 6'-7" 6'-5" Maximum Spacing (Vertical) 7 it o.c.; maximum allowable span T iu-) NOTE (Table 104): maximum span of T 10" governed by maximum post spacing of B' 0" AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 1 Page 2C -16 Chapter 2 - Screen Rooms - Exposure C ALLOWABLE SPANS for Carrier Beams or Lmtemediate Roof Beams In Screen Roams Table 208d FOR Wind Zane = 140 MPH Exposure Category C FOR a TYPE I Room Beam Bdrnalon (Profile) of Alloy; 6005f5 6061T6 Beam Spadn 3 / Tributary load Width 6-a" 8'-0" I 10'-0" 12'-U" 1 14'-0' 1 16'-0" I8'-0" 20'-0° I 22'-0" 2 X 4 X 0.045 X 0.100 SMB 4'-9'a R-1"a 3'-8"a T-4"a 3'-I"a T-11"a 2'-9"b 2'-7"b X-6b 2 X 5 X 0.050 X 0.116 SMB 5'-11"a S-2"a 4'-B"a 4'-3b Y-11"b 3'-8b 3'-5'b 3'-3"b 3'-Ib 2 X 6 X 0.050 X 0.120 SMB 6-8°a S-9"a 5-2'b 4'-9b 4'-5"b 4'-l"b Y-10"b Y-8"b 3'-6"b 2 X 7 X 0.055 X 0.120 SMB 7' 7 a U-7"b T-10"b S-4b 4'-lib 4'-n V-4b 4'-2b Y-11"b 2 X 8 X 0.072 X 0.224 SMB 13'-1°b 31'-4b 10'-rb 91-3b 8'-7'c 8'-Vc T-7"c T-rc 6'-lOt 2 X 9 X 0.082 X 0.306 SMB 16'-7b 14'-4"C 12'-10'c 11'-9"c 10'-10'c 10'-rd 9'-7'd 9'-1`d 8'-8°d 2 X 30 X 0.092 X 0.389 SMB 19'-6'c 16'-10"c 14-1"c IY-9"d 12'-9"d IV-11'd 11'-3°d 10'-Wd 10'-2'd Double 2X9X.082X306 SMB 23'-5"c 20'-4"d 16-2"d 16'-7"d 15'-4'd IW-4*e IN-6"e IX-10"e 12!-3"e Double 2Xi0X.092X.389 SMB I 27-6"d 23'-10"d 21'-4"d 19'-6"e 18'-0"e 16-10°e 1Y-11"e IS-I"e 14'-4"e Note: letter following span corresponds In Table 212 for Support Post Fastening Requirements ALLOWABLE SPANS for Carrier Bearns or r nternnediate Roof Beam In Screen Rooms Table 2080 NOR Wind Zone = 150 MM Bzposure Category C FOR a TYPE I Room Beam Extrusion (Profile) of A11W.600ST56WIT6 Beam SDacir i I Tributary Load Width 6-0" 8'-(r I 10'-0' 12'-0° I 14'-0° I 16'-0" 18'-(r I 20'-(r 1 22'-0" 2 X 4 X 0.045 X 0.100 SMB 4'-Sa 3'-10"a 3'-5"a Y-ra 2'-11`a T-8"b 2'-7°b 2'-Sb 2'-4"b 2 X 5 X 0.050 X 0.116 SMB 5-7°a 4'-10"a V-4b Y-11"b 3'-8"b Y-5'b 3'-3b 3'-Ib 2'-11b 2 X 6 X 0.050 X 0.120 SMB 6-7a 6-S"b 4'-10"b 4'-5b 9'-1-b T-10"b 3'-7'b 3'-Sb Y-3b 2 X 7 X 0.055 X 0.120 SMB T-1"b 6'-lb 51-6b 4'-11"b 4'-7b 4'-4"b 4'-l"b 3'-I(b 3'-8'b 2 X 8 X 0.072 X 0.224 SMB I2!-3"b 10'-7'b 9'-6'b 8'-8% 7' l% 7'-6'c 7-1"c 6'-8`c 6'-Sd 2 X 9 X 0.082 X 0.306 SMB IS-6b 13'-Sc 11'-11"c 10'-11'c 10'-2"d 9'-6"d 8'-11`d 8'4i"d 8'-1'd 2 X l0 X 0.092 X 0.389 SMB 18'-2'c 15'-9"c 14'-1'd 12'-10"d 11' 11°d 11'-1"d 10'-6"d 9'-11'e 9'-6°e Double DL9X 082X306 SMB 21'-10% 18'-11"d I6'-11'd LY-6'd 14'-4°e 13'-Se 12'-Se ll'-11'e 11'-Se Double 2X10X.092X.389 SMB I 25-8'd 22'-3"d 19'-11'e IV -re 16'-10°e I5'-9"e 14'-10'e 14'-1'e IT-5'e Note: letter following span corresponds to Table 212 for Support Post Fastening Requimmems ALLOWABLE SPANS for Cartier Beams or Lltermed'ate Roof Beams In Screen Rooms Table 208f LFgt-WIW, _ 1160:1"j r8timuria Cateill } ROR a TYPE I Room Beam 5dr lion (Profile) ofAlloy: 600Sf56061T6 Beam S Tributary toad Width f-'e6r01i 1 8'-0° im-0" 12'-0° vv-o" I 16'-0" - 1B'-0" 20'-0° I 22,-0" 2 X 4 X 0.045 X 0.100 SMB T-ra 3'-7°a Y-3°a 2'-11"a 2'-9b Z-6"b 2'-5"b Z-3b Z-2b 2 X 5 X (1050 X 0.116 SMB S-3"a 4'-6b 4'-1"b T-8'b 3'-Sb T-27b Y-0"b 2'-fOb Z-9"b -rfWYi S-1"15 4'-6°b 4'-2% T-10b T-Tb 3'-5"b 3--Pb Y-1`b 2XYX0.055 X 0-A20 SMB -6c7b. S-9"b 5'-2"b 4'-eb 4'-4'b 4'-Ib 3'-10°b 3'-815 3'-6b %X.",0.072 X0i224-14481 f111'+.4b' 9'-11b 6-10% 8'-1"c T-6"c 7-Wc 6'-7°c 6'-rd 5'-1Pd 2 X 9 X 0X0306 SMB 14-6`c 12-7 c 113% 16-3"d Y-6"d 8-11"d 8'-4'd T-11`d T-7 d 2X10X .399 SMB IT-0°c I V-9% 13'-2"d 12'-0"d 11'-2"d 10' 5"d 9'-10'e 91-4°e 8'-11"e Double 2X9X.082X.306 SMB 20'-6"d IT-9"d IS-11"d 14'-6"e 13'-Se 12�7 a 11'40"e IM"e 10'-9"e Double 2X10X.092X.389 SMB 24'-1°d 20'-10"d 16-6°e IT-0'e 15-9°e 14'-9"e 13'-11'e 13'-2"e 12-7"e Note: letter following span corresponds to Table 212 for Support Post Fastening Requirements Page 2C -19 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Sheets # Douglas Sonneville 925 Nettles Blvd AAF GUIDE TO ALUMINUM CONSTRUCTION OF 2 1 Jensen Beach, FI 34941 1 IN HIGHWIND AREAS 2010 EDTION Drafted Bj Tri-County Alumi 119 Easy St Fort Pierce FI; 772-461-09 772-216-7; 3'S(48"xD.32 oomposlte panel roof gY rbli? we 12R Ope no ea n 3x3x0.90 post f 2x6 sma 2x3x0.45g1rt 2a3x0.45g1K Hardi siding Propose Deck 3R ion 12R 12ft Sheets # Douglas Sonnevllle AAF GUIDE TO ALUMINUM 1 925 Nettles Blvd CONSTRUCTION OF 3 I Jensen Beach,Fl. 34941 IN HIGH WIND AREAS 2010 EDITION 2x85m0 3"x48"x0.32 WrnPWl a panel mof siding no screen 22R