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<br />SECURE ALUM. PANS
<br />W/ PO X 1 1/2" S.M.S,
<br />"5" O.C. INTO 2 X 4 PLATE
<br />51- OPE
<br />t.lll'l'
<br />1/1," Iff.
<br />
<br />
<br />OPTIONAL SHEARWALLS FOR:
<br />UTILITY ROO/vf
<br />
<br />
<br />SECURE ALUMINUM PANS TO TOP PLA TE
<br />OF END WALL W/ /10 X 1 1/2" 5.M,S, 2
<br />12" O,C. (AND SECURE END WALL VE:RT.
<br />STUD TO HOST STRUCTURE W/ '10 X J"
<br />" 12" O.C.)
<br />
<br />NOTE: ONL Y SHEAR WALLS .t LOAD BfARING
<br />WALLS REOUlRE HURRICANE STRAPPING
<br />HURRICANE CLIP T. .t B. OF EA. WALL STUD
<br />" 24" O,C. (MAX.)
<br />USE SHEARWALL STORM BRACE-X PAT7FRN
<br />'MTH M.H, STRAPPING W/ (1) 8d " EA. STUD.
<br />(OR)
<br />USE STORM BRACE 1/8" 7HERMOPLY t!t'NAILED
<br />PER MFe,s SPEC's. W/ HURR. CLIPS PERABOiIE:
<br />
<br />8'
<br />MAX.
<br />
<br />DBL. 2"x4" TOP PLio TE
<br />(1) 2" X 4" (IF CONT.)
<br />2"x4" ~D STUD
<br />WALL 24" O. C,
<br />
<br />"/8" TIll lKJOD SIDING OR
<br />VINYL OR ALUM, SIDING OVE:R 1/2" PL Y. W/ 8d
<br />" 6"/12" O,C. EDCES /INTERM,
<br />d: " J" O.c. Tt!tB d: ALONG ALL HEADERS .t PLATES
<br />. - (FOR SHEAR .t UPLIFT) REPLACES HURR. CLIPS
<br />.J/8" 0110. CoNC. A.B. OR 1/4"~ TAPCONS
<br />tI 24" O,C. (2" MIN, EMBED.)
<br />
<br />SECURE' ALUM. PANS
<br />W/ (.J) 110 S,M,S./PAN 0 ,,"
<br />O.C, (TYP, "EA. END)
<br />
<br />
<br />SECURE ALUMINUM PANS TO TOP PLA TE
<br />OF END WALL (AND END WALL1IERTlCAL
<br />TO HOST STRUCTURE) W/ /10 X 2"5.M.S.
<br />" 24" O,C.
<br />
<br />3" STRUCTURAL ALUM.
<br />ROOF SYSTEM (T'/P,)
<br />
<br />"--- BEAM
<br />
<br />ATTACHED " T.tB W/ CAPRI CLIP
<br />OR CAS7Z.E: CLIP (SEE NOTES BELOW)
<br />
<br />2"x2" POST (SEE CHART Pg. I-E)
<br />MAX. 6'-0" SPACING
<br />
<br />2"x4" P. T. lKJOD PLA TE
<br />
<br />>..:~~ ~,r>~:' ~.~; :, ~ '.::. .
<br />
<br />
<br />NEW OR EXISTING
<br />4" 2500 PSI CONC. SLAB
<br />
<br />RLlN (OPTIONAL - I" X 2" PURLIN)
<br />ALUMINUM OR
<br />VlN YL KICJ<PLA TE
<br />
<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 I; EACH END
<br />( (1) UNDeR HEADER) NAILED W/ 16d II 3" O. C,
<br />
<br />SEE FTo. DETAIL
<br />PAGE l-H
<br />
<br />
<br />I" X 2" OPENBACK W/
<br />1/4" DIA. CONC. A,B. tI 24" o.c. (MAX)
<br />(1) A,B. " fA. POST (2" MIN. EMBED. - TYP.)
<br />OR 1/4"_ X 3 1/4" TAPCON
<br />
<br />-1 ,,~~,:'~",~',.~',r':j',,:".' '" FOR WOOD DECK
<br />co ..~ '~.,.:,,' (SEE NOTE BELOW)
<br />.: ~~'. :.:. . "
<br />I ~" I NEW OR EXISTING
<br />4" 2500 PSI CONC. SLAB
<br />w/MONo. FOOTER (T'/P.)
<br />
<br />1-15 CONT (TYP.)
<br />
<br />UTILITY ROOM DETAIL
<br />(NON-HABITABLE STRUCTURE)
<br />
<br />SCREEN ROOM DETAIL *
<br />
<br />ROOF A TTACHMENT NOTES
<br />
<br />* FOR WOOD DECK: USE #'0 SCREW
<br />X 3" LG. (THRU WOOD DECK INTO
<br />BEAM OR HEADER) C 24- O,C. MAX.)
<br />USE (2) #10 X J" (; EA. POST
<br />
<br />CLIP A TTACHMENT NOTES
<br />
<br />FASTENeR TO BE DETERMINED
<br />BASeD ON CONSTRUCTION OF
<br />HOST STRUCTURE
<br />#10 5.M,S. X 1 1/2- I; 8"
<br />O. C. IN TO WOOD
<br />.QB
<br />(2) #10 I; 16" O,C. INTO WALL STUDS
<br />f)B.
<br />(2) #10 X 2" " 24" O.C, THRU
<br />3/4" (MIN,) FASCIA INTO TRUSS OR
<br />RAFTER TAILS
<br />f)B.
<br />1/4"' TAPCONS @ 8" O.C. STAGGERED INTO CONC.
<br />W/110 S.M.S, THRU REC, HEADER INTO PAN BOTTOM
<br />~ 1 1/4" MIN. EMBEDMENT INTO CONC,
<br />1 1/2" MIN. EMBEDMENT INTO WOOO
<br />
<br />* REPLACE ALL DfTERIORA TING
<br />WOOD; w/ FASCIA SECURED
<br />TO RAFTER (TRUSS) TAILS
<br />
<br />CAPRI CLIP:
<br />USE (2) L I" X 1" X .060" W/ (2)
<br />#10 X 3/4" TEKS INTO EA. FACE
<br />f)B.
<br />CASTLE CLIP:
<br />L 1 1/2" X 2 1/B" X ,050" REC. CHANNEL
<br />w/ (4) #10 X 3/4" TEKS INTO BEAM OR. OPEN BACK
<br />&r (2) #10 X 3/4" TEKS 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. 1606 FOR 110 MPH WIND vnOCITY
<br />VOID AFTER 2-1-03
<br />
<br />DA VlD NORRIS ENGINEERING
<br />112 COLEMAN RD.
<br />WINTER HA VEN, FL. 3JBBO
<br />(863) 299-1048
<br />
<br />Pg. 2-E
<br />
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