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<br /> 4
<br /> r"q tzHVIT7'; ti`s
<br /> S`,f,,,A.,r' ,i.q, x,,,7-�.'1 z t,,V, - +��s
<br /> x 'YZ.. .�
<br /> 2 Required • Non—Bearing.Wail
<br /> t 4-r h fv ® ® eeqq Q
<br /> i ' m • Mchoii — 4 Required O Bearing Wall
<br /> #8 x 1/2' TEK Serowe • Top"' 1 and Bottom Each Side
<br /> �� �� Expander 0 Floor 1 1/ Ofe
<br /> Staggered• Intermediate 0.C. me
<br /> "• � � �eM B © Min #8 x gl/2 TEK Screws O and 1 Up k Dawn From Handle
<br /> ' View A rizr TE49 Both Sides
<br /> , ' Ali
<br /> Typical _ I41 --;1;__ OP-PA-
<br /> Alb Expander • Floor
<br /> Varie: 1I•�.� Expander Si Floor
<br /> I
<br /> 5� x 1/r TE3C Serowe • eat • 1 1 Y mi.. -141-1)-2" Min.
<br /> j j
<br /> Ridge Beam r `' I/ ,I AV ¢e x 1/2' TEK Screws a Tape -O- l "61-
<br /> ak 11F _ Comer Po IIIIIIIIb
<br /> lir #8 X 1/2' TEK Screws O Top, (2) Anchors (Typical) •nging Between Units
<br /> 1/3 Up do 1/3 Down Bottom; Both Sides #8 x 1' TIX Screws 0 Top,
<br /> ' 1/3Up & 1/3Dawn, andBottom
<br /> Concrete or Wood Floor Concrete or Wood Floor Detail C1 Detail 2
<br /> 7- 7—
<br /> Footing Per Local Code Footing Per Local Code Anchors • Ganging:
<br /> U . 1/4' 0 x 3' Lg. Log Screws w/ Washers into Wood
<br /> Use 1/4' 0 x 1 1/4 Lg. Drive—Pin Anchors
<br /> Into Concrete
<br /> Anchors At Ganging
<br /> Section a Section Use 1/4 x T Lag Screws Into Wood
<br /> �i Into
<br /> • Inter nediete
<br /> Uro,#10 x 3/4" Hex Head into Wood Use 1/4 0 x 1 1/4" Lg. Drive—Pin Anchors Into Concrete
<br /> Use 1/4' 0 x 1 1/4 Lg. Drive—Pin Anchors
<br /> Into Concrete
<br /> ( ) # 1/2ws.
<br /> 2 Required O Non—Bearing Wail Post — 4x4, 4x6. 6x6, or (2) 2x4', (Wood) (4) #8 x 1/Y TEK Screws, 1x3 Tuba 4 8 x ' TEIC Scre
<br /> (2) Each Side
<br /> Anchors — 4 Required O Boating Wall Notched A. Required To Fit In Expander 3x3 Extruded Aluminum Post (2) Each Side 2) #8 x 1" TEX Strew,,
<br /> 1x3 Tube (4) #a x r TEK Screws. 2) #8 x r TEK Screws. Expander 0 Floor T. AI, & B Each Side
<br /> Expander 0 Floor (2) Each Side Expander O Floor T, M, do B Each Side (2)— 1' x 4' x 1/8" x I 3/4 Lg.
<br /> #8 x 1/2" TEK Screws O (2)— 1" x 4 x 1/5 x 1 3/4' Lg. (2)— 1" x 4 x 1/6' x 1 3/4 Lg. (1) Each Side `Anchors, 4 Required Total.
<br /> Top ,lc Bottom Each Side (1) Each Side Anchors, 4 Required Total, (1) Each Side Anchors, 4 Required Total. 1 (2) Each Side
<br /> Expander O Floor (2) Each Side (2) Each Side
<br /> rpt :
<br /> al".
<br /> 4.1.1111111111 ==-=Ms ill 113 !
<br />-, Mill 1r min.Ail- .i
<br /> Notch Ganging As Required
<br /> imped 11=11 Lill um L;3101L.
<br /> 4— 8 x 1 Z• TEK Serowe,
<br /> (2)—#8 x i/Z• TEK Screws Ganging Between Unit: (2)— #8 x 1' TEK Screws O Hatch Ganging As Required To Install j8 TEK Screws And Clip ( ) /
<br /> 0 Top. Middle. & Bottom Each Side T. U. & B Each Side (4)— #8 x 1' TEK Screws, To Install #8 TEX Screws And Clip (4)- #8 x 1/2' TEK Screws, (2) Each Side
<br /> (2) Each Side (2) Each Side Corner Post, Notched To Fit Expander
<br /> Detail et Detail lip Detail fit Detail
<br /> 7—
<br /> Anchors At Ganging Anchors At Ganging Anchors At Ganging Anchors At Ganging
<br /> Use 1/4 0 x 3' Lag Screws into Wood Use 1/4 3' 1/4" 0 0 x Lag Screws Into Wood Use x 3' Lg. Lag Screws Into Wood Use 1/4 0 x 3' Lag Screws Into Wood
<br /> Use 1/4 0 x 1 1/4 Lg. Drive-Pin Anchors Into Concrete Use 1/4 0 x 1 1 4 Lg. Drive-Pin Anchors Into Concrete Use 1/4 U
<br /> 0 x 1 1/4' Lg. Drive-Pin Anchors into Concrete ,e 1/4 0 x 1 1/4 Lg. Drive—Pin Anchors Into Concrete
<br /> -- GENERAL STRUCTURAL DETAILS FOR PE! "ALL—VIEW' THREE SEASON ROOMS
<br /> Flashing
<br /> Structural Silicone Sealant NOTE: Detail: on this sheet are also in section 500 of the 'All—View Rooms Engineering Manuar
<br /> Anchors • 16' O.
<br /> Tab/Hanger Assembly 720 EAST HIGHLAND ROAD
<br /> #8 x 1/2' TEK Screws, `\ EHCLOSURES1NC, P.O. BOX 136 • MACEDONIA. OHIO 44056
<br /> (5) Per Co
<br /> L \,
<br /> Length; (3 into Panel.\
<br /> ® (216)468-0700 FAX (116)467-4297
<br /> 2 Into I—Beam Connecting Panels)
<br /> Sbvcturnl Silicone Sealant `� o. NOTE: hg -3b .' :,esti*y t at this iSRdISIP sp b�fE DRAWN: MAD DATE: 11/12/93
<br /> .�, ` ,(• ;:�. EXi,tir,g Stnrab,ne i c,3 t i o'1, or r e a c r t x a 3 P-a O a r e a ��
<br /> -: .• The plans, elevations, sections and details contained herein are 1
<br /> '}=: r, �;;;: � \ in accordance with information contained in "Product Engineering or sr ��' c.tea; s"Per°`' - R akii that
<br /> ..-'• `':'., =. Manual on 'All—View' Three Season Rooms" as published by Patio _ 2.1::.-1. ;u1�7 Rs;istered P:cge�agO ftDa9 -
<br /> ,.. .•— " Enclosures, Inc., Macedonia, Ohio. Limitations for product usage 3' under the lavers o C o at�
<br /> "Product „r.gin� �r
<br /> Roof Panel are contained in said Engineering Manual". See individual �� // O/
<br /> job submittal for specific projections, unit widths and wall heights. °f �'- neso�s. ` O Jr/ E. REj7 2 9�- 1
<br /> emay. Siding / SIGNATURE P.E. REG. NO. DATE
<br /> Detaii e If Necessary . ` / 1
<br /> 7.i;2 � ,,, ALL—VIEW ROOMS
<br /> Anchoru Use 1/4' 0 x 3' Lg. Lag Screws Into Studs l .TT i S 010
<br /> Us. 1/4 % Lags w/ Lag Shields Into Concrete Block or Bride Si,Y2.-'l - " '" PEl' ENGINEERING — SECTION 17 , SHEET: 2
<br />
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