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s `-� -It,•--
<br /> iRidge Beam Location. Wood.(Not Shown) Ridge Beam Location, Extruded Aluminum (Nat Shown)
<br /> • a r Extruded Ridge Beam Assembly
<br />.-....% Hanger Assembly
<br /> (Typ. Both Siders) Structural Silicone Sealant 111.11111111111
<br /> Extruded Aluminum Ridge Beam
<br /> ,•-
<br /> Hangar Assembly Silicone� iii, � L ..4.11.....:**-,
<br /> , .
<br /> (TYe. Both Skiers) Structural Silicone Sealant
<br /> remove Portion temaveg Portion
<br /> Stuvctural r Iof Ridge Beam Iof Ridge Boom
<br /> =con* Seal• 1, - • I if Nece.sa 1 d N•�O�
<br /> IIIIIIIIIIIZI
<br /> oaf Panel
<br /> #a z 1/Y TEK Screws, (4) - # x 1' TEK Screws. O O (a) - #a x 1' TEK screws.
<br /> (� Ery 3� (2) Each Side (4) Each Side
<br /> IliI (3 Into Renal. (2) Into 1-Beam pan
<br /> 2x3 Exder, or Corner Column,
<br /> Corner Post-711 i 1 Connecting Panels). T&B, Tr. "H",
<br /> 1/2 Lg. Removed Intl Rom �e
<br /> Roof Pan. #a x 1/2' TEK Screws.
<br /> (5) Every 36' L -I
<br /> (3 Into Panel(2) Into I-Beam _ Past: 4x4, 4x6, 6x6, IIII (4) - #10 x 2" Wood Screws Post 3x3 x 1/6' Extruded Aluminum,
<br /> Connecting Panels). Tae. Typ. or (2) 2x4's or Corner Post w/ 1x3 Tube
<br /> Detail e, Detail . Detail 4,2, Detail )2
<br /> .View A View A7-
<br /> Ridge Beam. Extruded Aluminum or 'dge Beam Location, Extruded Aluminum
<br /> RBeam Location.
<br /> ed Aluminum or Wood
<br /> Wood (Not Shown) or Wood (Nat Shown)
<br /> Extru
<br /> Ridge idge Nobe Cut Away Rill of ExlslSng Furors Ridge Seam Location, Extruded
<br /> (Not Shown) Joist Hanger Wood Screws. As Required and ReplaceAfter
<br /> - / Aluminum or Wood (Not Shown)
<br /> (6)- 1/4' x 1 1/Y Lg. Lags Completion Of Connection !/
<br /> 2x3 Expander. or (4) #a x 1" TEK 5
<br /> O Corner Column, 3 1/Z' Lg. (2) Each S3 7x3 Expander, or
<br /> (4)-fa x 1' TEK Screws 4x4 Wood Post, Connect yy Corner Column, 3' Lg.
<br /> Underside of Roof 2) Each Side _ Securely To Bandboard (4) - #10 x Y wood Scre /(2)- 2x4's, Length as Required
<br /> (Haight Voriec) — — /
<br /> (8)- #a x 1/2-
<br /> TEK
<br /> /Y ' yy nnect Securely To Collar Ti.
<br /> TEK Straws Panel Cap O O (4)- #10 x Y Wood Screws 1/ O°Each Stilt.Chin 3nSt da d Collar lex (2) 2x6 Wood,
<br /> 4} Each Side
<br /> 5-P-r Constr. Grade 1
<br /> ( osk 2x4, Between Exist { I.1 I e 1 i
<br /> 1) Wood p Stud # Post (Typ) 1 I I I 11
<br /> 4x4, 4x6, 6x6, or (2)- 2x4's 4)-#a x 1' TEK Screws. Exist Wood;2x Bandboard I•I I•I I•I
<br /> 2) 3x3 Extruded Aluminum O1 0 (2) Each Side •( I`•I JI•I
<br /> (2)-
<br /> 2TEK Sacre.r: '4 iii (for Extruded Alum. Ridge Beam) \ / i I I Stud. 0 Existing House 1 1
<br /> i
<br /> Mil
<br /> T, M, lc B Each Side 3) Corner Post w/ 1x3 Tuba /Existing 1b• f I
<br /> (for Extruded Mum. Ridge Beam) Wood 2x Bandboard O Existing Structure Attach (1) 2x6 To House r/ Loge At Shown
<br /> And Nail 2nd,2x6 To 1st
<br /> Detail Detail Detail41, Detail e
<br /> View B
<br /> -- , GENERAL STRUCTURAL DETAILS FOR PEI "ALL—VIEW" THREE SEASON ROOMS
<br /> Ridge Beam Location, Extruded Aluminum
<br /> or Wood (Not Shown) NOTE: Details on this sheet are also In section 500 of the •A11-View Rooms Engineering Manual
<br /> 2x3 Expander, or
<br /> Comer Column, 3 1/2' Lg.
<br /> x4 Wood Post 720 EAST HIGHLAND ROAD
<br /> (4)— #b x 1" TEK Screws. Connect to Exacting Structure �``L05'u�s',INC. P.O. BOX 18b • MACEDONIA. OHIO 44056
<br /> (2) Each Side w/ Mahon O 11!• 0.C. ® (211)468-0700 FAX (216)4b7-4297
<br /> (4)- #10 x Y Wood Straws 1/4' x3' Lg Log screws Into Wood
<br /> ii
<br /> t/4' 0 x T Lg. Lag Screws w/ log SCALE: NONE DRAWN: MAD DATE: 11/12/93
<br /> Shield. Into Concrete Block or Brick NOTE:
<br /> 1 t' )',^04:': ; 11.1 a �,'••_\t_ 1.i::.1 plan, i'p iCi-
<br /> Noteh Post To Fit Inside Expander The plans, elevations, sections and details contained herein are , `` rel.�3� j TM:.'.-.6 p:ep.lr�d hT
<br /> s tREVISIONS
<br /> in accordance with information contained in "Product EnginerYg�'' '
<br /> `
<br /> (4)- #a x Y TEx Screws. 2x3 ExPe�t1dor, or " A'`�
<br /> (2) Each Side
<br /> comer Column, 3 t/Y Lg. Manual on 'All—View' Three Season Rooms as published Doti <",> 1'j st, ?ry i s t on and ' OVED BY:
<br /> Enclosures, Inc., Macedonia, Ohio. Limitations for product ustiage, &ui AL 1 a.�t'4^d Profess i ora .
<br /> - of; are contained in said "Product Engineering Manual". See indivuducL �3er he laws oP the Stayer • . = / //J�/ d /q0/13 2-
<br /> (4) - 1/4' 0 x 1 1/4' t,; Drive-Pin job submittal for specific projections, unit widths and wall ghfs. � SIGNATURE P.E. REG. NO.
<br /> Anchors Into Concrete y-i t't-t'i''-� ?t 4, _
<br /> (4) - 1/4' 0x3' Lg. Lag Screws •
<br /> Into Wood i
<br /> e
<br /> Detail _ : _- �'� ..
<br /> 9/`J ,- s>r ,I aoPE,A ENGINEERING — SECTION 17
<br /> 'Mt e".• ' K o.1 b L 3 d L Ter .
<br /> •
<br /> ri 1 J •• .,
<br /> 7
<br />
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