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<br />SECURE ALUM. PANS
<br />W/110 X 1 1/2" S.M.S.
<br />(I ," O.C. INTO 2 X 4 PLATE:
<br />Sl-OPE
<br />t,lIN,
<br />1/"" /ff.
<br />
<br />
<br />OPTIONAL SHEARWALLS FOR:
<br />UTILI TY ROO/v!
<br />
<br />
<br />SECURE ALUJ.//NUM PANS TO TOP PLA TE:
<br />OF END WALL W/ /TO X 1 1/2" SM,S, 2
<br />12" O.C. (AND SECURE END WALL VE"RT.
<br />STUD TO HOST STRUCTURE W/ #10 X J"
<br />(I 12" O.C.)
<br />
<br />NOTE:: ONL Y SHEAR WALLS ct LOAD BEJR1NG
<br />WALLS REOUIRE HURRICANE STRAPPINd'.ri
<br />HURRICANE CLIP T. ct 8. OF EA. WALL STUD
<br />(12"" O.C. (MAX.)
<br />USE SHEARWALL STORM 8RACE-X PATTFRN
<br />MTH M.H. STRAPPING W/ (1) Bd (I EA. STUD,
<br />(OR)
<br />USE STORM BRACE 1/8" THERMOPL Y ct NAILED
<br />PER MFC,$ SPEC's. W/ HURR. CLIPS PER ABOYr
<br />
<br />8'
<br />MAX.
<br />
<br />DBL. 2")(4" TOP PLATE
<br />(1) 2" X 4" (IF CONT.)
<br />2")(,r ItOOD STUD
<br />WALL 24" 0, C,
<br />
<br />5/8" TIll ~D SIDING OR
<br />VlN'Il. OR ALUM. SIDING OYrR 1/2" PLY. W/8d
<br />o 6"/12" O.C. EDeES /INTERM,
<br />ct (I J~ O,C. TctB ct ALONG ALL HEADERS ct PLATES
<br />(FOR SHEAR ct UPLIFT) REPLACES HURR. CLIPS
<br />,]/8" DIA. coNC. A,B. OR 1/4"_ TAPCONS
<br />" 24" a.c. (2" MIN. EM8ED.)
<br />
<br />SECURE' ALUM. PANS
<br />W/ (J) /10 S.M,S./PAN 0 5"
<br />O.C, (TYP, "EA. END)
<br />
<br />ROOF ATTACHMENT
<br />SEE NOTES 8ELOW)
<br />
<br />: ,~>' ~::;'.'"i~: ~'~ ; :. ~ ',:~. .
<br />
<br />.: '~". -; .
<br />
<br />
<br />NEW OR EXISTING
<br />,," 2500 PSI CONC. SLAB
<br />
<br />
<br />SECURE ALUMINUM PANS TO TOP PLA TE
<br />OF END WALL (AND END WALL VE:RTICAL
<br />TO HOST STRUCTURE) W/ /TO X 2" SIJ.S
<br />o 24" O.C. .
<br />
<br />.]" STRUCTURAL ALUM.
<br />ROOF SYSTCM (TYP,)
<br />
<br />"--- 8EAM
<br />
<br />ATTACHED II Tct8 W/ CAPRI CLIP
<br />OR CAS'nE CLIP (SEE NOTES BELOW)
<br />
<br />2")(2" POST (SEE CHART Pg. I-E)
<br />MAX. 6'-0" SPACING
<br />
<br />2",,4" P.T. KOOD PLATE:
<br />
<br />
<br />'RLlN (OPTIONAL - I" X 2" PURLIN)
<br />ALUMINUM OR
<br />VlN YL KICJ<PLA TE:
<br />
<br />HeADER DeSIGN: FOR OPENINGS (6' MAX. WIDTH)
<br />IN LOAD-BEARING WALLS. USe (2) 2 X 6 NO.2 S.P,
<br />HeADER W/ (3) STUDS 0 eACH eND
<br />( (1) UNDeR HeADeR) NAILeD W/ 1ed 0 3" O.C,
<br />
<br />
<br />I" X 2" OPENBACK W/
<br />1/"" 01,1" CONC. A.B. (I 2"" O,C. (MAX)
<br />(1) A.B. II EA. POST (2" MIN. EMBED. - TYP.)
<br />OR 1/""_ X 3 1/4" TAPCON
<br />
<br />'I . ,~.~ ':'~"'~" .~" 'r: :Y.,:.... 1/1 FOR WOOD DECK
<br />G:l .. :~.. '~.:,:.' . (SEE NOTE BELOW)
<br />.,'tI ,.' .f,
<br />I ~" I NEW OR EXISnNG
<br />4" 2500 PSI CONC. SLA8
<br />w/MONa FOOTER (TYP.)
<br />1-15 CONT (TYP.)
<br />
<br />SCREEN ROOM DETAIL *
<br />
<br />UTILITY ROOM DETAIL
<br />(NON-HABITABLE STRUCTURE)
<br />
<br />ROOF A TTACHMENT NOTES
<br />
<br />* FOR WOOD DeCK: USe #10 SCReW
<br />x J" LG, (THRU WOOD DeCK INTO
<br />BeAM OR HeADER) 024" O.C. MAX.)
<br />USe (2) #10 X 3" 0 EA. POST
<br />
<br />FASTeNeR TO Be DETeRMINED
<br />BASeD ON CONSTRUCTION OF
<br />HOST STRUCTURe
<br />#10 S.M,S, X 1 1/2" 0 8"
<br />O. C. IN TO WOqD
<br />.QB
<br />(2) #10 0 16" O,C. INTO WALL STUDS
<br />~
<br />(2) #10 X 2" 024" O,C, THRU
<br />3/4" (MIN,) FASCIA INTO TRUSS DR
<br />RAFTf:R TAILS
<br />!JB
<br />1/4"~ TAPCONS trP 8" D.C. STAGGeReD INTO CONe,
<br />W/ #10 S.M.S, THRU ReC. HEADeR INTO PAN BOTTOM
<br />~ 1 1/4" MIN. EMBmMENT INTO CONe.
<br />1 1/2" MIN, EMBEDMeNT INTO WOOO
<br />
<br />* RePLACe ALL DETeRIORA TING
<br />WOOD; W/ FASCIA SeCURED
<br />TO RAFTeR (TRUSS) TAILS
<br />
<br />CLIP A TTACHMENT NOTES
<br />
<br />CAPRI CLIP:
<br />USE (2) L 1" X 1" X .060" W/ (2)
<br />#10 X J/4" TEKS INTO eA. FACE
<br />~
<br />CASTLE CLIP:
<br />L 1 1/2" X 2 1/8" X .050" ReC. CHANNEL
<br />W/ (4) #10 X 3/4" TeKS INTO BEAM OR. OPEN BACK
<br />&- (2) #10 X 3/4" TE:KS INTO eA. S.M,B. OF COL.
<br />
<br />THIS STRUCTURE HAS BEEN DESIGNED IN
<br />ACCORDANCE 'MTH THE '97 STANDARD BLDG.
<br />CODE 'MTH ALL REVISIONS TO
<br />CHAPT. 1605 FOR 110 MPH WINO VELOCITY
<br />VOID AFT[R 2-1-03
<br />
<br />DA VlD NORRIS ENGINEERING
<br />112 COLEMAN RD,
<br />WINTER HA VEN, FL. 33880
<br />(853) 299-1048
<br />
<br />Pg. 2-[:
<br />
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