|
<br />/.
<br />
<br />
<br />POL YS7YRENE
<br />
<br />
<br />" ., I,,'
<br />
<br />. \ ~ ,
<br />.:.;....: '"
<br />
<br />. ','>
<br />,
<br />
<br />I
<br />4 1/2"
<br />OR
<br />6 1/2"
<br />~
<br />
<br />\
<br />
<br />\
<br />
<br />O.S.8. DECKING
<br />
<br />DOUBLE
<br />2 x 6 LUMBER
<br />
<br />FIGURE A - SlOE VIEW
<br />
<br />Lu
<br />~
<br />2
<br />t)
<br />::::J
<br />g:
<br />!.I)
<br />()
<br />~
<br />~
<br />!.I)
<br />><
<br />l.;j
<br />
<br />
<br />'"
<br />DOUBLE
<br />2 x 6
<br />
<br />
<br />
<br />
<br />FIGURE C - SIDE VIEW GROUND LEVEL
<br />
<br />EXISTING
<br />ROOF
<br />
<br />
<br />EXISTING
<br />HOUSE
<br />
<br />4" CONC.
<br />SLAB.
<br />
<br />
<br />L
<br />
<br />12" ;"J ,,'
<br />
<br />,"
<br />
<br />II
<br />II
<br />II
<br />II
<br />C~
<br />
<br />II
<br />II
<br />II
<br />CHECK WITH SPECIFIC 1 I
<br />BUILDING DEPARTMENT~. ~
<br />FOR FOOTER REQUIREMENT --C ~
<br />MIN. = 2.4 K
<br />
<br />
<br />2"x4 "x{J" tG. .
<br />NAIL CLEA TS.
<br />
<br />II
<br />II
<br />II
<br />II
<br />C~
<br />
<br />SIDE ELEVA TION
<br />
<br />BEAM EXTENSION
<br />FACE w/ALUM.
<br />TO MA TCH
<br />
<br />FLASHING
<br />
<br />DOOR
<br />
<br />
<br />~
<br />
<br />
<br />I
<br />II
<br />II
<br />II
<br />II
<br />c:~
<br />
<br />EXISTING STRUCTURE
<br />
<br />Il~
<br />3/4' J l---
<br />
<br />-'--
<br />
<br />/./ / I \
<br />I r - - - .:..../- -
<br />(- /- ,.-',
<br />\ I \ I ...... ,,' \......
<br />/1" / / ./
<br />\ I / ,,/ ....... /
<br />I
<br />
<br />FIGURE B
<br />
<br />- '-- ===----------
<br />---;;. '-.......
<br />LUMBER
<br />
<br />~
<br />
<br />
<br />
<br />SECTION 01001 STANDARDS
<br />
<br />ALL WORK SHALL BE DONE AND CARRIED ON IN ACCORDANCE WITH ALL
<br />GOVERNING (FEDERAL, COUN7Y, TOWNSHIP, C17Y, ETC.) AND ACCREDITED
<br />AUTHORITATIVE AGENCIES AS LISTED IN THE APPENDICES OF BUILDING
<br />OFFICIALS AND CODE ADMINISTRA TORS INTERNA TlONAL, INC. (BOCA)
<br />CODE, LA TEST EDITION.
<br />
<br />SECTION 01002 - REQUIREMENTS
<br />
<br />A. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL
<br />EXISTING CONDITIONS A T THE SITE OF THE WORK, PRIOR TO
<br />BEGINNING WORK AND SHALL BE RESPONSIBLE FOR THE SAME.
<br />
<br />B. THE GENERAL CONTRACTOR IS TO NOTIFY ARCHITECT/ENGINEER
<br />IMMEDIA TEL Y IN WRITING IF EXISTING CONDITIONS INVALlDA TE THE
<br />DRAWINGS OR WHEN QUESTIONS ARISE REGARDING THE INTENT
<br />OF THE DRAWINGS.
<br />
<br />C. THE GENERAL CONTRACTOR IS TO SECURE ALL NECESSARY
<br />PERMITS AND CERTIFICATES OF INSPECTION IN CONNECTION WITH
<br />THE WORK.
<br />
<br />D. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT THE
<br />ARCHITECT/ENGINEER'S WRITTEN PERMISSION SHALL BE THE
<br />RESPONSIBILl7Y OF THE GENERAL CONTRACTOR AND/OR THOSE
<br />SO DIRECTING HIM.
<br />
<br />E. GENERAL CONTRACTOR IS TO NOTIFY ARCHITECT/ENGINEER
<br />IMMEDIA TEL Y, IN WRITING, WHEN REQUESTED, AND PRIOR TO
<br />PERFORMING THE WORK OF ANY ERRORS OR OMISSIONS
<br />FOUND IN THE ARCHITECT'S/ENGINEER'S DOCUMENTS.
<br />
<br />F. PROVIDE ARCHITECT/ENGINEER WITH FIVE SETS OF SHOP
<br />DRAWINGS OF ALL WORK FOR HIS CHECKING AND APPROVAL.
<br />
<br />G. ALL SUBCONTRACTORS SHALL GIVE A ONE (1) YEAR WRITTEN
<br />GUARANTEE OF MATERIALS AND WORKMANSHIP FROM DATE OF
<br />SUBSTANTIAL COMPLETION.
<br />
<br />H. DELIVERY, HANDLING AND STORAGE OF MA TERIALS SHALL BE PER
<br />MANUFACTURER'S RECOMMENDATIONS.
<br />
<br />J. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S
<br />RECOMMENDA TlONS BY WORKMEN WITH ADEQUA TE TRAINING AND
<br />EXPERIENCE WITH RESPECTIVE MATERIALS,
<br />
<br />- .......
<br />, I '/
<br />"-
<br />THERMADECK PANEL
<br />
<br />TOP VIEW
<br />
<br />-
<br />
<br />::=::::::---.. '-- '-
<br />
<br />
<br />2 x 6
<br />WOOD JOINER
<br />
<br />LUMBER
<br />LOCATION OF FIRST L
<br />THERMADECK PANEL ) _________ ___
<br />\ / ~ '-.J -------> _____
<br />//
<br />/ / / FOUNDA TlON
<br />/ RUNNERS
<br />/ /
<br />/ /
<br />/ ------~
<br />/
<br />/ /
<br />/ /
<br />,; /
<br />/
<br />
<br />
<br />
<br />LUMBER
<br />
<br />~1/2'
<br />t
<br />
<br />DOUBLE 2x6
<br />BOL TED TO
<br />HOUSE.
<br />
<br />.-r-
<br />
<br /><.S".
<br />
<br />12' I
<br />i-------------it---- ---,
<br />
<br />------- ---~ --- --~
<br />
<br />
<br />~ ~'\
<br />2x 10 "'I'
<br />FOUNDATION I'
<br />RUNNERS \ \.
<br />THIS SUPPORT )
<br />MAY NOT BE \1
<br />NECESSARY CHECK
<br />LOAD CHART. II
<br />
<br />
<br />---FROST L1NE-- ~-----
<br />~ I
<br />
<br />FOUNDA TlON
<br />RUNNERS
<br />
<br />1 x 6
<br />FASCIA BOARD
<br />
<br />4 1/2 OR 6 1/2
<br />THERMADECK PANEL
<br />
<br />POST
<br />
<br />NOTE:
<br />FOUNDATION RUNNERS
<br />MUST BE 1/2" BELOW
<br />THE LUMBER ON THE
<br />EXISTING STRUCTURE.
<br />
<br />1 x 6
<br />FASCIA BOARD
<br />
<br />2 x 10
<br />FOUNDA nON
<br />RUNNER
<br />
<br />FIGURE 0 - FRONT VIEW
<br />
<br />EXISTING
<br />OVERHANG
<br />
<br />
<br />REFERENCE SPAN CHARTS ON
<br />VT-1692-1 FOR PROPER
<br />THICKNESS, DENSI7Y AND ALUM.
<br />SKIN THICKNESS.
<br />
<br />LIVE LOAD
<br />(SNOW)
<br />
<br />CARPENTRY
<br />
<br />A. BCI-VERSA-LAM SHALL BE MULT-LAYERED LAMINATED WOOD-
<br />SOUTHERN PINE VENEERS WITH Fb=2800 psi AND E=2,000,000
<br />psi.
<br />
<br />
<br />~b
<br />
<br />reC~
<br />
<br />Manufactures of Ouolity Vin~ Enclosures
<br />
<br />B. SIZE AND LOADING ARE SHOWN ON PLANS.
<br />C. DIMENSIONAL LUMBER SHOWN ON PLANS SHALL BE AS FOLLOWS:
<br />STUDS: SPF #2 OR BETTER
<br />JOISTS AND RAFTERS: SYP #2 OR BETTER
<br />BEARING DOUBLE TOP PLA TES: SYP #2 OR BETTER
<br />OTHER: HEM-FIR #2 OR BETTER
<br />D. ALL JOISTS SHALL BE SIZED AND STAMPED GRADED AS SHOWN
<br />ON PLANS.
<br />
<br />
<br />BEARING HT.
<br />
<br />SUN ROOM LIVE LOAD DIAGRAM
<br />ALLOWABLE SOIL
<br />BEARING PRESSURE
<br />ALLOWABLE STRESSES
<br />CONCRETE
<br />WIND 80 mph EXP 8 BOCA
<br />GROUND LIVE LOAD
<br />FLOOR LIVE LOAD
<br />ROOF LIVE LOAD
<br />
<br />/
<br />ALUM. POSTS
<br />& SCREENS
<br />\
<br />
<br />THERMAOECK FLOOR SYSTEM
<br />48" x J 5/8" E.P.S, & 6 5/8" E.P.S. WITH (2) 15/J2 0.S.8. LAMINATES
<br />
<br />=-:
<br />
<br />4"x6" - I
<br />WOLM -:---.... I
<br />POST
<br />
<br />2"xl0" S.P.
<br />HEADER
<br />
<br />48'
<br />MAX. 8.C.
<br />
<br />I
<br />II
<br />II
<br />II
<br />II
<br />c:~
<br />
<br /><~,,<<<~yj
<br />,s:./~/
<br />
<br />I 1 I 'ALUM. POSTS I
<br />I ~ & SCREENS I
<br />
<br />CHECK LOCAL 1 I I WOLM, POST BEYOND. -3
<br />
<br />
<br />Cors L - - - ~ ___POLE-BUILDING - - - - - ~NEW ~ONCRETE- - - -
<br />
<br />L T FOOTINGS 12" TRENCH FTG.
<br />ROUND BY 4"
<br />DEEP.
<br />
<br />SIDE ELEVA TION
<br />
<br />FINISH
<br />FLOOR
<br />
<br />3000 psf
<br />
<br />7'-0'
<br />
<br />3000 psf
<br />20 psf
<br />50 psf
<br />60 psf
<br />SEE DIA.
<br />
<br />
<br />48" x J 5/8" E.P.S. WITH (2) 15/32 O.S.B. LAMINATES CLEAR SPAN LENGTH
<br />6 - L/240 10 IS 20 2S JO JS ~o ~S so SS 60 65 70 75 80 8S 90 ~S 700
<br />- P,S.F'. p,s.r. P,S,F'. P,S.F'. p,s.r, p.s,F'. p,s.r, p,s.r, p,s.r, p,S.r, p.s,r. p,s,r, p,s.r. p,s.r, p,s.r. p,S.r, p,s.r, I'$,r, p,s,r,
<br />3.625" '1 FOAM 2'-6 2'-0 1'-6 1'-0 0'-6 0'-0 9'-6 9'-0 8'-6 8'-0
<br />2~. '5 32 OS8
<br />
<br />E. GRADING-
<br />LUMBER: WESTERN WOOD PRODUCTS ASSOCIA nON
<br />PL YWOOD/WOOD PANELS: AMERICAN PLYWOOD ASSOC/ATlON
<br />
<br />F. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, AND
<br />MORTAR SHALL BE PRESERVATIVE TREATED LUMBER
<br />(WOLMANIZED.)
<br />
<br />G. ALL LUMBER AND PLYWOOD SHALL BE GRADE STAMPED.
<br />FRAMING LUMBER: S4S CONSTRUCTION GRADE
<br />PL YWOOD: CD EXTERIOR GRADE DOUGLAS FIR, PL YSCORE
<br />
<br />H. POSTS: SOUTHERN PINE, DOUGLAS FIR, WOLMANIZED TREA TED,
<br />SMOOTH ON ALL FOUR SlOES, Fb= 1200 psi MINIMUM. ALL
<br />POSTS SHALL HAVE TWO WOLMAN/ZED, 2x6x10 CLEATS FASTENED
<br />AT THE BOTTOM IN A MANNER AS TO PREVENT FROST HEAVING
<br />OR SETTING. PLACE 90# GRAVEL MIX UNDER POST.
<br />
<br />J. POST HOLES: POST HOLES SHALL BE EXCAVATED TO SIZES AND
<br />DEPTHS AS SHOWN ON THE PLANS.
<br />
<br />K. HANGERS AND CONNECTORS SHALL BE SIMPSON STRONG TILE
<br />OR EQUAL AS FOLLOWS UNLESS OTHERWISE NOTED.:
<br />
<br />COLUMN BASE - "CB" SERIES
<br />POST CAP - "PC" SERIES
<br />HANGERS FOR
<br />VERSA LAM. BEAM. - "HHU"SERIES
<br />
<br />L. RAFTER SUPPORT BEAMS: ARE DOUBLE, ONE ON EACH SIDE OF
<br />POST WITH STUD BRACKETS. LUMBER GRADE TO BE #2 So.
<br />YELLOW PINE UNLESS SPECIFIED OTHERWISE ON PLANS.
<br />FASTENER NAILS SHALL BE MINIMUM 30d x 0, 177 HARDENED
<br />DEFORMED-SHANK SPIKES.
<br />
<br />FINISH FLOOR
<br />
<br />I '2"X4"X6"
<br />NAIL CLEAT w/
<br />I 6-JOd NAILS
<br />ON BOTH SIDES.
<br />
<br />ALLOWABLE SOIL
<br />BEARING PRESSURE: 3000 psf.
<br />
<br />ALLOWABLE STRESSES
<br />CONCRETE: 3000 psi.
<br />
<br />WIND 80MPH
<br />EXC BOCA:
<br />
<br />5'-6"
<br />
<br />48" x J 5/8" E.P.S. WITH (2) 15/J2 0.5.8. LAMINATES CLEAR SPAN LENGTH
<br />6. - L/J60 10 15 20 25 J5 40 45 50 55 60 65 70 75 80 85 90 95 100
<br />- p,s,r. p,s.r. p,S.r. p,s.r. p,s.r. p.s,r. p,s.r, p.s.r. p.s,r, p,s.r, p,S.r, p,S.r. p,s.r. p,s.r, p,S.r. p,s.r. p,S.r, P,S.F'. p,s,r,
<br />3.625" 2/ FOAM J'-6 2'-6 2'-0
<br />2 ~. '5 32 OS8
<br />
<br />
<br />GRADE
<br />
<br />I I ,Y~>"'>>"
<br />/I I~~~
<br />II r@<~~'
<br />I /> ,~/' 3'-6'
<br />II II l
<br />II II
<br />c:~ c:~
<br />
<br />J5 psf.
<br />
<br />FLOOR LOAD:
<br />
<br />60 psf.
<br />
<br />48" x 6 5 8" E.P.S. WITH 2 15 J2 O.S.B. LAMINATES CLEAR SPAN LENGTH
<br />6. - L/J60 10 IS 20 25 JO JS ~o ~5 50 60 65 70 75 80 85 90 95 100
<br />- p,s.r. p,s.r. p,s.r. p,s.r. P,S.F'. p,s.r. p,s,r. p,s.r. p,s.r. p,s.r. p,s.r. p,s,r. p,S.r. P,S,F. p,s.r, p,s,r, P,S,F. P,S,F.
<br />
<br />6.625" 21 FOAM 2'-8 "-8 1'-6 1'-220'-0 19'-9 19'-0 78'-217'-2 16'-6 16'-215"-6 15'-1 1~'-8 1~'-2 J'-IQ 12'-0 10'-6
<br />2 ~. 15 32 OS
<br />
<br />
<br />FRONT ELEVA TION
<br />
<br />I A
<br />~---------~---------------------
<br />NEW CONCRETE
<br />TRENCH FTG.
<br />
<br />
<br />7'.-6'
<br />
<br />7'-0'
<br />
<br />FINISH
<br />FLOOR
<br />
<br />CHECK LOCAL
<br />COtES
<br />
<br />CHECK LOCAL
<br />CODES
<br />j
<br />
<br />A
<br />
<br />REFERENCE SPAN CHARTS ON
<br />VT-1692-1 FOR PROPER
<br />THICKNESS, DENSI7Y AND ALUM.
<br />SKIN THICKNESS.
<br />
<br />
<br />
<br />____ EXISTING
<br />HOUSE '"
<br />
<br />
<br />
<br />
<br />REFERENCE MANUFACTURER
<br />VERSA LAM. BEAM FOR
<br />SPECIFIC LOAD REQUIREMENT
<br />AND SPAN AND ATTACH TO
<br />PRINT.
<br />
<br />ALUM. POST
<br />
<br />
<br />ALUM.
<br />POSTS &
<br />SCREENS
<br />\
<br />
<br />7'-6"
<br />WALL HT.
<br />
<br />
<br />NEW REINF. CONC. SLA8
<br />ON COMPACTED FILL MATCH
<br />EXIST'G. FLOOR HEV.
<br />
<br />LIVE LOAD
<br />
<br />WIND:
<br />GROUND SNOW
<br />AS PER BOCA.:
<br />FLOORS:
<br />ALLOWABLE SOIL
<br />BEARING PRESS.: JOOOpsf.
<br />
<br />
<br />20psf.
<br />
<br />
<br />40psf.
<br />60psf.
<br />
<br />#5 x 18" DOWEL
<br />@ 24" o/e
<br />
<br />CONCRETE SLAB
<br />
<br />4x6 WOLM. POST ____ !',
<br />BEYOND 7YP. (2) ~
<br />II CHECK LOCAL
<br />I I CODES
<br />
<br />POLE BUILDING ~II J
<br />FOOTINGS 12" I
<br />ROUND BY 4" ~
<br />DEEP.
<br />
<br />~ ~/prOgreSsiver:LASStechnOIOgy
<br />
<br />iIaloiloo:l.... " INdlfl \tJ1 fJrdosno iIaloiloo:rw. " Sla>dIrl . Cldl"" Qaoo ilI>do'IO
<br />
<br />CODES
<br />CHECK ~
<br />-~6"~
<br />
<br />
<br />8"x CONC.
<br />TRENCH FTG.
<br />
<br />Revisions:
<br />
<br />FRONT ELEVA TION
<br />
<br />SECTION A-A
<br />
<br />Sheet:
<br />
<br />THE INFORMATION, DESIGN OR DATA CONTAiNED HEREIN IS
<br />THE EXCLUSM PROPERTY or VINYL TECH" INC. AND IS
<br />CONSIDERED CONFIDENTIAL AND PROPRIETARY NO PORTION
<br />or THIS DOCUMENT MAY BE USED OR REPRODUCED IN
<br />ANY FORM WITHOUT THE EXPRESSED WRITTEN PERMISSION
<br />or VINYL TECH., INC.
<br />
<br />
<br />escription:
<br />
<br />
<br />2 OF' 2
<br />
<br />Material:
<br />
<br />{ossification:
<br />ALUM.
<br />
<br />Item:
<br />
<br />SCREEN ROOM FOR MICH. STO'S
<br />
<br />
<br />Vendor No,: rowing 0,: Rev,:
<br />
<br />N.T.S. YT1692-20
<br />
|