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ALL TRUSSES TO BE DESIGNED BY A qUALIFIED ENGINEER/ARCHITECT rHAT 15 EMPLOYEED BY TRUSS MANUFACTURE. ALL TRUSSES TO BE DESIGNED TO BEAR THE LOAD OF CEMENT TILE. (UNLESS NOTED OTHERWISE). ~ r- N to = <{ tit 0 ... ~ - cr: .. 0 0-1 ~t W Wl.L.. if) ,. ...J ->- - f4( ~ >1- ~ Wz cr:::) r;\ -, 0 U -1 if) S <(<! Z-1 e -...J (9W -z cr:_ On.. o Z J- W W I (j) r- 1.t) ~ CD ';t_.~.-; :-!!.'"!'~' ~~'~r;~~'~"'~ c,~ 'f!'l',~,',';" ''''',' ,-- .... !!f;i"!" ,',: ... ' ~;:~' '.- :,.:;1:;- ~'i.:' ~; ",," " :t >, '. ..:.. ~..,.. it-....,'.'.. J, :;. ,- " ? ~ ,- :->~.lt ". , .; , .... .' .'" ii-' '. ,:J :;s.<-',. ;.. ~'. ", >", ~t, ~ "! - }{ ~-. ~< ~~, h." ~i~\ ~, ,;~.. '., 'fl', ~:.(f, :~~~.,. . ~tJ t-t:t ~ ~ &'L ~ ~tJ ~ ~ ~ ~t ~ ~ ~ ~ ~t~ ~ ~tJ ~ ~ AA- l~t"'~ ~ ~ ~ ~ @ ~ ~ ,~~ . '. 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BLOCK w/ns BAR PRE-CAST LINTEL EXTEND TWO FEET EITHER SIDE OF OPENING WINDOW SEE SCHEDULE NOTE: WHEN WOOD CONTACTS CONCRETE METAL FLASHING MUST BE PLACED BETWEEN. 2" x 4" PLATE Y,i" DRYWALL 2" x 4" STUDS AT 16" c/c. 2" x 4" P.T. PLATE BASE MOLDI~G " PRE-CAST SILL MARBLE SILL PRE-CAST OR POURED SILL 8" BLOCK WITH FINISH SEE ELEV. 1" x 2" P. T. FURR. AT 16" c/c :.)( , GRADE "- FOR FOOTING TYPE AND DETAIL SEE THIS SHEET TYPICAL WALL DETAIL ~< o () Z H 3 ..... I I 1:. I 19 I- 10 (D ::J 0 :'1 " < o H 0 '11 a::; U:: T 'lo '2& '20 5'2 '20 (.o~ 04 (ofb 38 4\ 38- '2.8 WINDOW SCHEDULE ~YM80L 0 z W ILl ([ U lJ1 F1EMAHKS WINUClW TYPE s,~. ~,H. 'O.H. ~,H '5. \-\ ~.H. o e o . " . THESE W J NDOW ~:; TZU; ARE nECOMMENI lED LltJL Y. M: T UAL S I IE AN(1 SUPPLIER TO BE CHOSEN UY OWNER AND on CUNTR/\CftJH AT rIME- OF CON~) TRue TI ON. (ALL vII NDUWS 1 U MEE 1 m_Qu I HEMEN I r:; OF ENEflGY FW1M). *' DOOR SCHEDULE Ul U1 I.LJ Z Y- o H I ..... SYMBOL. . . .0 19 Z ::J I W 0: n.. REMAI-1KS DOOR TYPE CVE.~HEl\O E "Yf &?:y CQ.C" S.~L~'5o <o.c. . \-\.C. H,C. 5\~F'OLD do do de ~L\,,) M . '",ooD . . . o . . A-19 A-3D . ~;'~'rr "J~~)'~1\~~t~~~~r.~F~~~'~'~~~ ~;:;}%:)~~i".';f~,:~:'~::;f~,~.Sf{T,~;~~;: ~, . . ",; ~,...~: ':~'~ ~ ~~ ....,::. ~:~1.o~~~~,r~.~~.f~:<;;:~'?J ~'r:;':!.t~~-~,,;::' .r;,~~~~~~:~~~~~~~ . -, - . :'~ ~4 '~" ~;: i'~t<.-~...,,:\ ("~ SUB-FASCIA METAL ORIP EDGE ALUMINUM VENTED SOFFIT HURRICANE STRAP AT TRUSS (2) 2" x ? PLT. SEE PLAN SHtNGL~S/'I~E or FI~EROLASG (APPAovfO) 1~ or 30' ROOFING FELT S/an COX PLYWdOD SHEATHING OR APPROVEO PRE-ENGI~EEAEO TRUSSES AT 2<1" c/c, (P.T.) SHEATHING FIRAT B' F.H.A. 2" )( 4" PLATE FOR ..JOIST SIZE . , . .X.. ., GRADE AI TYPICAL WALL DETAIL 1" ORYWALL 2" x 4" STUDS Af 16" c/c 2" x ? STUDS AT 16" c/c SEE PLAN R-11 01' A-3D INSUL. %" SHEATHING PLATE H~ADER SEE PLAN FOR SIZE TIE STRAP AT ALL ..JOISTS 2" x 6" P. r. PLATE ~" A.BOLT AT 24" c/c K.O. BLOCK ~/#5 BAR 8" CONCRETE BLOCK 1" x 2" P.T. ~/INSULATIaN \" DRYWALL PLATE 16" c/c FUR. )S" DRYWALL PLATE BASE PLATE FOR FOOTING TYPE AND DETAIL SEE THIS SHEET ARCH. SHINGLES/TILE or FIBERGLASS APPROVED 1S or 30. ROOFING FELT ";/8" COX SHEA THING OR APPROVED 1 C'., PFlE-ENGINEERED TRUSSES AT 24" c/c ( p, T .) SHE AT HI NG FIRS T 8' F. H. A, R-19 R-30 .1 . 1 . . .- )J . . . . TyprCAL WALL DETAIL METAL DRIP EDGE SUB-FASCIA ALUMINUM VENT~D SOFFIT HURRICANE STRAP AT EA. TRUSS PLATE SEE PLAN FOR FRAME SIZE DBL. PLATE (U.N.O.) WINDOW SEE SCHEDULE 2" x 4" PLATE %" DRYWALL 2" x 4" STUDS AT, 16" c/c 2" x 4" P.T. PLATE BASE MOLDING WDOP SILL D8l. PLATE Y,i" SHEATHING AND FINISH STUDS AT 16" c/c. see plan for" size R-l1 or R-19 SEE PLAN PLATE P.T. FOR FOOTING TYPE AND DETAIL SEE Hil S SHE E T \ . , ~l oct ~ <t l\J z W q: W ..J (/)0... z q: ..J 0... W W (J) GRADE ~ III ILl III ,. w II: ... 0( <<: > 0( > . '<1 c C E ..... FOR FRAMING NOTES SEE TYPICAL WALL DETAIL GR AD E z .( .J Q. j . " S i.- -..... - .... ~~. ',' .' '~.~ .. J 16" BEARING WALL DETAIL --------- --------- --- -~----- .... GRADE 4" CONCRETE SLAB w/6 x 6 10/10 W,W.M. . .. ~." .'~ ~ fIJ."...~.i ....' ,.~ #5 BAR CONT I NUOUS ' 8" X rEi" CONC. BLOCK #5 BARS CONTINUOUS SEE PLAN FOn AMOUNT FOOTING DETAIL ~" ,..... .--.;;;:~ SEE PLAN FOR WALL CONST. ~" DRYWALL BASE PLATE BASE MOLDING " [J) .5 BARS CONTINUOUS FOR FRAMING NOTES SEE TYPItAL WALL DETAIL 4" CONCRETE SLAB w/6 x 6 10/10 W.W.M. .,...... "\'.~~.. ',... )4 ,.. . , ... .. ~ SEE PLA'N ~ r'<" ... SLOPE ON. ~ . <t C7,... '. ~.. '. ". ,... ... . " . ~.'. .'.. . . , . THRESHOLD VAFHES SEE PL N #5 BAR CONTINUOUS SEE PLAN FOR AMOUNT PonCH OR PATrO OETAIL - _.- -- - -- -~'-'- -.-.-- ---"'- .._,. --'-- -- -----------. --.-- - ------ ~------- ..... FUH FRAMING NOI E.S <;Ef TH'ICAL WALL Uf IAIL ~ "'.. LONU~E,IE ~,LAB '" ..IE> . 6 WilD W,W,M. A (;J' . '".. ... , ."~' , .. .: ;>:....: .:: ... .:. .. . . ,,"n" -L- SE.E PLAN n', HAilS CUNl I NLJIJUS ',ll PLAN 1'011 AMOUNl _.~~'!''!'Q~~~OOU~~-9~!..~!::., U5 BAR CONTINUOUS 8" x 16" CONCRETE BLOCK #5 BARS CONTINUOUS SEE PLAN FOR AMOUNT FOOTING DETAIL DOOR ..JAMB WOOD THRESHOLD , ., "",..." ~ x. . . , ,. ." ~FOI1 FOOTING TYPE SEE FOOTING DETAIL I, ,;;,. .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. t'-...cnPlt'-U1CT1Pl{'...... 1'1 <t '<1 U1 U1 lD lD {'... ('... co NOTES: I I WINDOW ELEVATION FOR SCHEDULE ONLY * CONTRACTOR MUST TIE DOWN MANUFACTURER OF WINOOW CU~TOMER WISHES TO HAVE INSTALLED. * CONTRACTOR MUST PROVIDE ACTUAL WINDOW OPENING SIZES TO FRAMERS I MASO~., BEFORE CONSTRUCTION 8EGINS. * FOR PLANS USED IN AREAS OF GROUND FREEZE CHECK LOCAL CODES FOR FOOTING DEPTH. ******TRUSSES****** * ALL TRUSS DESIGN, FABRICATION, WOOD SPECIFICATIONS AND CONNECTIONS SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FDA STRESS- GRADE LUMB~R AND ITS FASTENINGS RECOMMENDED BY THE NATIONAL LUMBER MANUFACTURES ASSOCIATION. THESE DRAWINGS SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER OR ARCHIfECT REGISTERED IN THE STATE THE HnU~)E 1<.1 T n F~F cnNS T FlUC TED. :\~X- \) ~~().~ ....:. '. ~?-.\~\\\t-";/~': ~~~~\,~()'O\ r;i-~ " ~;.';j,' JJ.. :z-. ~ Ill, Z ..... e . ~ Z(I)W, -w ~ as: 1.0 (i) ,-, ...I w.~ .... c.c:.... ~ 00> W Q - o w a: . . a: o u... Cl w z (!J - (f) w o .. .-.," c. ...... 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