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Home My WebLink AboutBIN B-4 PERMIT 4308 I 2" ~ 3" VTR I I I I TUB I I I 3" ~ 2" VTR I I I I I I I I TO SANITARY SEWER PLUMBING RISER N.T.S L ~ 3" VTR I I I I I I I I 2" PLUMBING NOTES: ORDINANCE 604.4 OF FPC (2001)-APPENDIX "J" TO STANDARD PLUMBING CODE. 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS 3. WATER - FLOW RATE. PUBLIC FACILITIES PRIVATE FACILITIES SHOWER HEADS 0.5 G.P.M. 2.2 G.P.M. 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS NOTE: ALL CONTROL JOINTS MUST BE SAW CUT AS SHOWN OR PER ASTM STANDARDS WITHIN 24 HOURS AFTER CONCRETE PLACEMENT. PROPERTY LI N E SET BACK REQUIREMENTS FRONT: 20' MIN. REAR: 10' MIN. SIDES: 5' MIN. q ~ 14'-0" 3'-4" 5'-2" . . . r------------------------- ~ I'- I 11'-10" Jg~ BIBB =4- :_____INDICATES FILLED ..--I CELL FROM FTG. UP TO TIE BEAM WIGROUT & 1#5 ROD VERT. @ ALL PLACES SHOWN ~ I'- (10\ ~ 19'-1" o ~ (,., , 1-'1-----, .I~ I: ' :: TUB: I I I I. ' , . I '. ' , I I , I ' · \L- ..J .........--" II "" 'Wesll " I "":;,, ,Q WIC LAV ,-, I \ I , \ I '-'" r.... - -....., I , I...____..J o ~ (0 . _ _L_ , I , I I 2'lO" 2'-6" ____:::::: :::::::::::::::::::::::::::::::::, ----" u-J 2'-7" . . f1\ ~ ~ l!) I I I I I I : DRAINLlNE .: UNDER SLAB ---~------------------------ ---r------------------------ o ~ (,., . o ~ (,., . q (." . ~ I'- 1 Sl . . 4'-0" 7'-0" 15'-0" 3'-4" . ---r- -r-- :1 O'l ~ I , I Ct)l Ct:l N , 1 1 I I I I I I I , , , , , , , ----/--- --- ----1----1--- I , I , , , I , I , I , ----,----' f4\ \g/ . 2'-10' ClfJ ('I) ('I') 4'-0" 40'-0" 10'-0" 16'-0" 8'-8" 6'-0" 7'-0" 3'-8" Iro ~:5 STEP DOWN 3.5" 0: (/) . . . III RECESS @ SGD ~ \g7 28'-2" @ . q (." ~ I'- ~ 3000 PSI CONC. SLAB! . 31/2" 3000 PSI CONC. SLAB W/ . 6X6 10/10 W W M, OVER 6 MIL Ct)l ~ VISQUEEN VAPOR BARRIER & Ct:l @ ...-i 0 TREATED FOR TERMITES I I N ~ I'- 2'-7" 12'.0" ~ 5'-10" . L - - -r ;:;: :::;:_;;: ;:;: = = ~.. = = = = = .,-J 'r-~~-"I I I, H III D/W I II II III , 'L_.JL_..J' ':::::-/ 12:______:.J I_..._..~ DBL SINK u-J LAV /~- ~\ \1 Io,la I ~ I ~ _ C1" 1 I I , I I I I . WIC ~_, d-~ r-----\1 ~--, . ' \ ,I , I r - - -, J ' , : C/ .--- " " ,I , t I II I I I .. ....-- ,.I: I 'I W 'II, , ('I') ,-~ 'I 111, r-- ---------r-I 'L__-.J1I, I I '. L._____I.J , , .,~~.:.:------_-, I I 10PT.] :: ,? /' TUB ']"" : ~ , II, ~, ~ ________________~J.i~'.;~,..------:.: : 1 I ~ '::-___-:;., I 11.1 ----- I L~_ ___________1 . 8 CONC.l, CURB _ I ~ ~ ~ Ct:l r12\ \g7 " , , ::=EJ] " , , --rr --" = " '..J STEPjDOWN 3.5" I ~ N ...-i I I I I I I . \g/ I ~ 3/4" CONTROL' f2\ ...-i JOINT JL --rI ~ - - - - - - - - --.-J_ -+ - - - - - - - - - -r -- j, 3'.0" ~ 18'-8" I I I I , , I I I rll\ I_________~--------J I I I I I I I I I I I I I I NOTE: PROVIDE 11/2" I DEEP X 12" WIDE RECESS I FROM EXT. FACE OF BLOCK INTO GARAGE. USE 2x8 I BETWEEN WALLS AND 2x6 I BEHIND WITH 6" PAST EA. END --- ~ l!) f9\ \2Y ro :5 (/) I () f- 0: l!) rri z 3: o o 0.. L.l.J f- (/) ro :5 (/) I () f- 0: I L._______ , ---------------r------------------------ I ~. . il . @ 1'-8" ;"-4" 16'-0" 6'-0" 19'-0" 40'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" ~----.:-.:-----~ 'I / (\ I I), III 'II,'" \ r II,. /) III ',I_::k:::'_I,', II\"'"//~,.....JIII II \;' 11\ 'I III , ,I" \ \", , Lk:--:-:=-:::---~ . . -+ HOSE BIBB w () I- o Z W (!J ~ o t2 w 0::: <( ::J a (f) w ~o:: w' ~ g ~ ~w I- """o~z ""-O:::l x~o::o 0:::lD:C) O::OzC) &~~:: c:toc:to wO::l-z o::u..w c:tzo::o owc:to W~C/lo I-f-Zz o oc:t ~1i:!U5w '-"c:tz~ C/lC/lw:5z ~z~ttQ ~Qoo~ o~O::I-C) n~Q::,c:::J tI. o::C)CL W~WOCL o::of-c:lc:t c:t...Jz ...J :::l ...J -.0:: ...J 0' c:t C/l 0 ~c:t C/lO::...J'- ...JW...JO ...J>~zo:: c:tO;:>c:tO o ...J ...J I.!) o o .N l.L. f- , o ~ ci ~o ~ 0:0:- wo.. ~ 0.. ell I 0- 0 o:Io: 0.. f- 0.. ~6 ~ (5 f- W -~ Z (/) W~ :::l I ~ ~d 63 ~u.: wwt:! W CCJ:CC ro et:f-o ell 0 J: 0<000 zzf- ....J <o'<;j- 0 et: ~ ....J...-iO'lii'5uz OOl!)W:::l:::l 9;::l!)No .0: ......q- 000 '(D<(ZZz o_()et:o:o o ('I') ell li:j f= '<t...-i 0zU ('I') 00 ~ - :::l '-' ~00 ~' ~i5~ ro~ oOfu '0 w~a: o (/) z >- . I wet: z 0..0.. ~oet: (0 o . ~ 2 o (j) 0::: W > ('I') o o ~ ...-i N ~ ...-i L.l.J ~ o llJ ::J CI) CI) <-' (j) (j: 2 0 o 6 (j) ~ > l!) W ~ 0::: ~ o ~ 2 00::: OW (j)W 22 <3::~ 02 W NOO r---O'l l!)<o ~Q) ,l!) <('<t 0<0 n:c;) O~ ....Joo I.J... '-' iJ') 00 ('oJ ...j' l!) ('oJ N t-- ..-1 ~ ~ fa w w w n.. n.. n.. ~ Q) .D C :J$ C .c '- 0 c (!) (/) >- C ::J ct ~ :r: ~ ., I E .~ ~ co ~ ..c ((Jb6 ~ c jUN 2 1 2.(ffi :r I'- Q 'It ..... ..... I en Q 1.01'- ~H~ q ~It) (." q u.cn ~ .t,Q <(r-.. a.' :!~ <(00 I-~ ~ (,., 5' <0 3'-Q"x3'-0" AIC COMPo PAD 4" CONC. SLAB WI 8" X 8" THK'N EDGE. VERIFY LOCATION WI BUILDER ~ <0 ~ I'- TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE / FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECON~ GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ALL \VORK SHAlL COMPL y wrm ALL FRI: v All..J)\G CODES. FLORIDA 8U1LDr\G CQf)L:\A TIC\'. L' .--~.:':c CO;)::; :s~ U C/) -I --I - :c >-~ 0:::- 0> 1-1- ZC/) LULU >0::: zO -~ ~O N N~ ~O 00 1-1 ~aJ IN ~N ~I- LOO ~-.J z O. -c ~~ CCO <(w cct -0 IX:t: 0(1) ~I- u.(I) ~WQ ~3:g I-ZW z I- wOS ug(l) 0:: 0..: (V) W w 0:: Z 0 () 2 () 0 01: w :2: :2: 0 >- 0 I- ~ ~ C\I :::l 0 Z - ~ 00 0 z W 0:: () u.. :::l f- a:: I- o Z o w :r: 0:: C/l ~ CL Z Z woo (!J 0:: C) _ wz~ COw> W >< f-~O ~ 0::: ~o::c:t 0 >- >- 3: 9 <3:: c:twO:: 2 ~J:o Q.. zl-cr 0 :5 I- ...J Z :::lc:t 0. 0 0:: :5 () S2 ~ ~ J: - w Q.. f- :: C) HEET NO. 0.. a::: 0 2 () llJ ~ 0 OF I 4 CI) ::J l!) 0 0 N LAST PLOT DATE @ June 21, 2005 FDN. (MONO) DE #250992 jPLvk RtVIEWE1r, " '.11/f''-: He) J.-JJdJpJO ~ ..\. ......\\..........,.:) ) I GRADE " Jj:. ,. j, 2)#5 REBAR SINGLE STORY FTG BEARING SCALE: N.T.S. FRONT WALL OF GARAGE PROVI DE 1 1/2" DEEP x 12" WIDE RECESS AT GARAGE DOOR. 1/2" EXP. JOINT ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE 3.5" CONC. DRIVE W/EXP JOINTS 10' D.C. TYP. (2) #5 REBAR SECTION @ GAR. DOOR REV. 9-17-03 TH SCALE: N.T.S. }- 16" L W.W.M. = FINISH FLOOR LEVEL W.W.M. ,. .. " ; -, ". ;- , ' . .r '. - .!,.', '~. o N (2) # 5 REBAR SECTION @ GARAGE 1 STORY SCALE: N.T.S. 2-#5 REBAR INT. BRG WALL 2 X 4 (ALSO SHEARWALL) SCALE: N.T.S. REV. 9/03 REINF. SEE PLAN F.F. SEE FND. PLN FOR STEP DOWN HGT (TYP 3 1/2") 3/4" DEEP x 9 1/4" WIDE RECESS W.W.M. PORCH F.F. . - . - ... -" " ,.. -- _:~ - -- - ~ - -- - '.. - ......" -)..,... . '; " 1/2" EXP. JOINT (1) #5 REBAR CONT. THICKENED EDGE REV. 08-20-04 STEP DOWN @ PORCH REV. 12/15/04 SCALE: N.T.S. SCALE: N.T.S. W.W.M. 3.5" "..-, : ......--....., : :...- .-.-,.,.........,..-.-....-..... ..'):1 w.'_._, ':. : ;...-_..._. . ....-. ''''+--~'''''-+.' . ~' ,:,.' -'-"'" ~: """... ..J ' , 4" 16" r1~': STEP DOWN BRG. REV. 9/03 SCALE: N.T.S. PROVIDE 11/2" x 6" WIDE FOR 2 PANEL UNITS, 8" WIDE FOR 3 PANEL UNITS AT SGD LOCATIONS W.W.M. .;" ,.' ..j a" 4" '- d". ".0 -" , " ;' '" . 1/2" EXP. JT. STEP DOWN NON BRG. REV. 6-24-2004 TH BEARING 1 STORY S.G.D. SILL DETAIL SCALE: N.T.S. REV. 9/17/03 TH SCALE: N.T.S. FOUNDATION NOTES 3) SOIL: 3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR) 4) CONCRETE: 4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 3000 PSI (NORMAL WEIGHT). 4.2 REINFORCING BARS: ASTM A615 (GRADE 40). 4.3 WELDED WIRE FABRIC (WWF): ASTM A185. 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" BOTTOM AND SIDES. 4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED WITH 6X6 - W1.4 X W1.4 WWF AT MID-DEPTH OF SLAB. 4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 4.8 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4.9 SOIL TO BE TREATED FOR TERMITES PER FBC 2001 SECTIONS 104.2.6; 104.2.7; 1403.1.6, 1503.4.4; 1816; 1916.7.5; 2303.1.4 & 2304 GENERAL MASONRY NOTES: 1. MASONRY UNITS: 1AW ASTM C90 2. MORTAR: TYPE M OR TYPE S 1AW SBC TABLE 1402.8B IS REQUIRED TO BE TYPE M OR TYPE S 3. GROUT: 3/8" MAXIMUM AGGREGATE, 8" - 11" SLUMP 3000 PSI OR ASTM C476 4. CONCRETE: 3000 PSI MIN. COMPo STRENGTH AT 28 DAYS FOR FOOTINGS: 3000 PSI FOR SLABS ON GRADE 5. REINFORCING STEEL: GRADE 40 MIN. AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616,A 70 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. l!) o ~ NOO u.."':~ .-J ro 1'6 0 S3 ci ~ O"l ~o ~ ,l!) ffiif~ <t <:;t 0... CI) I or.o ~I~ a:: c:;:) 0... ~ 0... O...-i ~O S!2 ti~ Q~i7! I I '.JJ!.J.J:,) I~ I:JO 0u.: ~~~ U5 a:: I Cl: ro <tl-O Or.oOO~~~ -l r.o~ (!l <t ~ -l...-iO'liiiUZ 00 lLJ...J ~ 9.. l!)~ 0 --'. Cl: ..... <:;t O(!l 0 'r.o<t zz z 0_0<tiiO 0('1) t3:tlf= <:;t...-i Zz g ('I')~ 3:~O x I <tffjO g~ 60~ . 0 lLJ &l Cl: OI fi3Z>- ~a.. ~~~ C0 (f) --.J --.J - :c >-a50: 8 a::-<{ 0 o>~ C\J I-t;~ 0 Z lLJ ~ 0:: WO::s 0 >O'wLL Z ~ ~ >< -~O<t:O ...o~ z gj~~z ~ () ~ OO~ D.. '--.J<( ~ ro ~ 'N2 ~C\l~ ~ I- 0 LO 0 S ~ --.J ~ ~ 2 O~ OW (j)w 22 <(~ 02 W ('I') o 000 . N (j) t: ~ ~ 2 0 ":l 0 2 2...-i 0 o ~ (j) ~ (j) ~ > ~ 0::: OW~ W WO:::N > ~ cD (j) 0 l.LJ ::2' a:: W w <5 ~ f2 I- J.J I- <.) <I: 0 ::2' z - ~iiiO::J I- ~5tE8 Oifoz~ 2 ~~~5 W lJJ Cl: I- Z Cl: u.. l.LJ ,f"{ <I: Z Cl: 0 \,.J OJ.J<l:O - J.J::C CI) 0 1-- l-~zZ o r- 0 <I: O ::J J.J - l.LJ O'~~~ P fi3 CI) ~ S ..... (!l z _ tt <I: 0 0 W b iii a:: ~ 0::: s:: f5 Q i5 <( lJJ ~ IE 9 ::) ~o~co ::J ...J - Cl: <Yg~1~ (j) --' l.LJ <l! 0 ;f, ~ 3 ~ LO co N ~ LO N N I'- ~ ..:t 0) 0 ('l') ~ to W u.J W 0... 0... 0... ~ CJ) .0 C CJ) C ~ 0 .c o (j) C C ~ ci ~ :r: CJ) ::J E co CJ) \ ~ :r: C ~ '~ ~ ~ 00 o -.;t T"" T"" I C) o CD I'- C'?I'- C'?N -lli') ilJ..o, I _ CD .<(1'- . Il. I !~~ !<(<X? !\\iilij I I- T"" ~""c I..,;;' , I~-'I I; i '.I:~I.. " . "f"'-'l '.i.f\ i. lm. 1~1 fA! 2 ,JJ-...:.~...........'...:... 0 . '-0 ~.-.": ~ ,...""., > ..@.......~....'.'. ~ ro-l {': 0 ,..; W k.i <t Cl::: {~i go ; '.' Cl:::I I,! 0 (/) 1 -: -l I- ilJ..(/) I -lWO i <!~g , cz:: 'W i f-2f- ...,' 20- l"c';'l i u.J 0 ::.l I~i U CD (j) 0::: a.: LJ..J 0::: LLJ Z 0 Z () <1: W 0 ~ ~ >- 0 Z:r: ~ <1: ~ Z 0 - ~ o 0 IJ..J 0::: Z U u.. ::J I- o Z ~ o W 0::: (/) 0... Z z I IJ..J 0 0 O:::u_ (!J LJ..J Z ~ COw> I-~O 0-<1: 0:::: ZO:::o >-3- >- <1:wO::: ~:r:~ D.. Z I- ~ I- ...J 0 Q..6~ ~~~ 0 :r:-W I- 3 u SHEET NO. a.. a:: o (.) w ~ o I (j) ::> l!) o o N 8-1 LAST PLOT DATE:June 21, 2005 @ NOTE: IT IS THE CONTRACTORS RESPONSIBiliTY TO REYll'W ALL DRAWINGS BEF{)RE CONSTRUC1l0N BEGINS, DANSCO ENGINEERING, LLC IS RESPONS'BLE F{)R THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIG'" PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED A~D SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTiON OF DANS CO ENG,NEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ~ , , , , , I I I , , I I \ \ \ \ \ \ , , , , , , , , , , \ \ \ \ \ , I , I I I I I I , ~ , , PLACE SEAL HERE DE #250992 -~~ I 2 x TOP PLATE 1/4" MIN. SPACE TRl USP TR 1 W/3 - 8d COMMON NAILS @ EA TRUSS OR BLOCKING (NOTE: (2) 16d TOE NAILS CAN BE USED IN LIEU OF TRl STRAP) 2 x STUD @ 24" O.C. MAX. 2- ROWS OF 10d @ 4" OIC MAX. 10d @ 8" OIC ~ I BLOCKS Ii ., PACER 2 x P.T. PLATE . "T" CORNER NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL TYPICAL INTERIOR NON-BEARING SCALE: N.T.S. REV. USP 07-28-04 TH -BOTTOM SPLICE OVER STUD TYPICAL "T" AND CORNER DETAIL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 5/6/04 SCALE: N.T.S. 2"x4" P.T. PLATE 1/2" x 8" ANCHOR 12 BOLT W/2" x 1/8" FLAT WASHER (TYP) @ @ @ J 32" ~J 32" J PRE ENGINEERED WD TRUSSES @ 24" O.C. INSULATION BAFFLE BATT OR BLOWtJ INSULATION MIN. R-19 TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE ROOFING FELT APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES WI 8d COMMON WIRE NAILS @ 4" OIC _ _ _ ~QUNDf'.RIEU" OIC EDGES & 8" OIC FIELD ~METAL DRIP EDGE - 2" X SUBFASCIA CaNT. VENTED ALUM SOFFIT 8" X 8" X 16'" K.O. LINTEL BLOCK W/1 #5 DIA. REBAR & FILLED SOLID W/GROUT PRECAST"U" LINTEL (SEE S/2A FOR LINTEL SIZE & REINFORCEMENT) FILL CELL -1 #5 DIA. REBAR WI GROUT @ ALL LOCATIONS SHOWN ON F""OUNDATION & FLOOR PLANS ALUM FRAMED WINDOW WI SCREEN PRECAST CONC SILL 8" X 8" X 16" CONC. BLOCK DECORATIVE FINISH FTG. DOWEL #5 DIA. REBAR 18" IN CONC. -25" EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN / r-GRADE ~ _ _ _ --IQP OF_SLAE!-\$ I 1/2" CD DRYWALL: 3/4" P.T. NAILER 1/2" DRYWALL CURTAIN NAILER 1 X 4 P.T. @ WINDOWS 1 X 8 P.T. @ S.G.D. REV. 9/03 P.T. PLATE SCALE: N.T.S. 2 - S.P.F. CaNST. GRADE TOP PLATE SPLICE MIN 48" APART o NAIL AT BASE 2 ROWS 4" OIC STAGGER W/8d COMMON NAIL @ NAIL AT TOP PLATE 2 ROWS 4" OIC STAGGER W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT 6" O.C. W/8d COMMON NAIL @ STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. w/8d COMMON NAIL o NO SPLICE @ HEADER - NAIL SHEATHING TO HEADER W/ffd COMMON NAIL@ 4" olc 2x4 P.T. BASE PLATE MARBLE STOOL 1 X 2 P.T FURRING R-3 ~~8-d~WkL~~ EXT 1 X 4 P.T. BASE NAILER WOOD BASE 3 1/2" CONC SLAB 6 X 6 10/10 W.W.M. 6 MIL VISQUEEN -11- If -II II II II II II II II II II II III II III III 11 11 III - 1- 11 - III 11= JL JI= III II II III FLOOR SY ~MII II III x8 P.T. SI~L PLAT 2 STORY ONLY) WALL SHEATHING INSTALL. & NAILING SCHED. REV. 5/12/04 TREATED CLEAN FILL I SEE FND. PLAN FOR FOOTING SIZE AND REINF. TYPICAL WALL SECTION CONCRETE BLOCK REV. 9/03 TH NO SCALE SCALE: 1/2" = 1'-0" I I 1/ TRUSS/JOIST/RAFTER I I I I ~--~--: (1) USP RT16T : w/7-10d x 1 1/2" TO BOTH TRUSS AND DBL. TOP PLATE - - L - 2 _ 2x4 TOP PLATE CONST. GRADE SPF USP SPT 24 w/6-10d TO STUD & TO TOP PLATE 2x4 SFF STUDS @ 16" O.C. TRUSSES USP RT 16 @ 16" O.C. I I I I , :: " TRUSS/RAFTER ~II"'''' : I ~,/ /,' USP HTW20 W/24-10d x 1 1/2" I ' ~,~ TO BOTH TRUSS __L._ ~ AND DBL. TOP PLATE/STUD --------- 2 - 2x4 TOP PLATE CONST. GRADE SPF USP SPT24 W/6-10d TO STUD & TO TOP PLATE 2x4 SPF STUDS @ 16" O.C. A USP SPT 22 wi 4 -10d TO STUD & 4-10d TO BASE PLATE 1/2" x 8" A307 A.B. OR 5/8"x 7" WEDGE ANCH. w/2" WASHER 6" FROM ENDS & JOINTS & @32" O.C. MIN'lw/#3 PT PLATE A USP SPT22 W/4-10d TO STUD & 4-10d TO BASE PLATE #3 PT PLATE W/1/2" x 8" A307 A,B, OR 1/2" dia, x 6" TITEN H,D. @ 6" FROM CORNERS & JOINTS & @ 32" O.C. ----- ----- 2 - 2x4 CONST. GR. SP TOP PLATE. SPLICE 24" APART MIN, I I 1- - - - - - - - '" I r - - - - - - - - l , I / "- -- -~- - - -,,/ I r------------, SEE F~OOR PLAN ~ ""~ I ~---------------I UPLIFT CONNECTION CROSS-REFERENCE USPSTRUCTURALCONNECTORS SIMPSON STRONG-TIE UPLIFT LATERAL FASTENERS CONNECTOR UPLIFT LATERAL FASTENERS CONNECTOR CAPACITY CAPACITY CAPACITY CAPACITY MASONRY APPLICATIONS MASONRY APPLICATIONS HTA16 1500 590 13-10d x 1172" META16 1450 335 7-10d x 11/2" HTA20 1500 590 13-10d x 11/2" META20 14fiO 335 7-10d x 11/2" HTT16 4290* - 18-16d HTT16 4175* - 18-16d HTT22 5370* - 32-16d HTT22 S?RO* - 32-16d Sinkers 1850 16-10d & 5-1~4IX3" LGT2 2150 16-16d Sinkers & 7- LUGT2 - Wedrie bol s - 1/4"x2 1/4" Titen L TS19 1390* - 8-10d L TT19 1 ~nO * - 8-16d Sinkers L TTI31 2650* - 18-10d x 1172" L TTI31 ?~10* - 18-10d x 11/2" FRAME APPLICATIONS FRAME APPLICATIONS RT7 fiRS 170 10-8d x 11/ 2" H2.5 415 150 10-8d x 11/2" RT16 ~ 645 16-8d x 11/ 2" H10 990 525 16-8d x 11/2" RTl6-2 10:iO 390 16-8d x 11/2" Hl0-2 760 395 12-10d SPT22 71n 260 8-10d SPl 585 - 10-10d SPT24 107fi 260 12-10d SP2 1065 - 12-10d SPT4 RRn 6-10d x 1 172" SP4 885 - 6-10d x 11/2" SPTH4 1730 12-10d x 11/2" SPH4 1360 - 12-10d x 11/2" MUGT15 3965 22-10d MGT 3965 - 22-10d LUGT2 2260 32-10d LGT2 2050 - 30-16d Sinkers HTW20 1n~O 95 20-10d HTS20 1450 - 20-10d MSTA18 1275 14-10d LSTA18 1165 - 14-10d MSTA24 1305 18-10d LSTA24 1235 - 18-10d MSTA30 1n~n 22-10d LSTA30 1640 - 22-10d MSTA36 1635 - 22-10d LSTA36 1640 - 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 - 20-16d HUS26 1550 - 20-16d THDH26-2 2605 - 30-16d HGUS26-2 2325 - 28-16d HUS28 2570 - 30-16d HUS28 2000 - 30-16d THDH210-2 3970 - 58-16d HGUS28-2 3220 - 48-16d * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTES: 1) CONNECTOR CAPACITIES ARE FOR SYP, REFER TO MANUFACTURERS FOR ADDITIONAL INFORMATION 2) DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. 3-12d EA. END OF BLOCKING - - -- - - -- STRUCTURAL SHEATHING (MIN. 7/16"). NAIL 3" O.C. EDGES STAGGERED, & 6" O.C. INTERIOR. #3 PT PLATE WI 1/2" X 8" A307 A.B. OR 1/2" dia. X 6" TITTEN H,D. @ 6" FROM CORNERS & JOINTS@ 32" O.C. ------------""- , I II , I \"CJ \,..--------------- SEE P AN FOR DIM. SEE FND PLAN F FOOTING SIZE AND REINF, SEE FND PLAN FOR FOOTING SIZE AND REINF. SEE FND PLAN FOR FOOTING SIZE AND REINF. INTERIOR BEARING w/UPLlFT L INTERIOR BEARING w/UPLlFT @ 4" STEP-DOWN NO SCALE REV, 9/24/04 TH THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 1075 LBS. PER TRUSS UPLIFT CAP 410 PLF (ANCHOR BOLTS) INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS NO SCALE REV. 9/03 THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL SHEAR CAP. 260#LtN.FT. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. NO SCALE REV. 09/13/04 TH THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 462 PLF L!) o o N .g -.J I'- (X) l.L. t) '. -.J l!) ffi 0 CJ.J 0 ~O'l ~o~ ,l!) ffi5:!:9 ~'<t Cl..(/)I 0(0 ~:c~ 0:: (1) Cl.. f- Cl.. O...-i ~6 ~ li~ Q~iJj CJ.J::J UJ_ I~ ~d63 () u.; UJ LJ~ t::! L5 Cl: I Cl: 00 <l:f-O (/)0 I o (0 (X) z: z: f- ...J(O'<t<-,<l:~ ...J...-ioO'lU'iuZ: o l!)UJ:j::J Q"l!)NO.Cl: <'<;1'....0<-'0 '(O()~~z: o~ (/)ffi Q ~~ ~~t) <'I~ ;:~5 ~' ~fi~ roLU 00Cl.. z uUJ . 0 LLJ(/) Cl: qI f2z:~ Q" Q" ~ C3 <l: o ~ (!) 2 00::: OW (J)W Z2 <!(!) 02 W ('I') 0 '-' 0 0 N (J) ti: ~ -rl 2 0 2 ~ 0 Z ...-i 0 0 ~ (J) ~ LU (J) ~ > l!) q 0::: Cl W ~ W I.l.J 0::: N > ~ u) r.I) 0 (/) UJ :2: a: WLJ6~t2 O ~ 1:5:2: ~ :2: - 0 ::J I- x ~ Cl: 0 o ::J l.L. U o Cl: 0 Z U a. ::E !i! ~ 2 ~ 0 <l: 5 w~tf~z: f~ <l: z: Cl: 0 \..JoLJ.J<l:O <!UJ"(/)o I-b~6~ O ::J.J.J - LLJ 0' ~ ~ ::E o (/)(/)LLJ<l: LLt5z:~tE W ~Qoo o (/) Cl: f- 0::: fr 65 Q " <!UJ~~g :::::> ~ 0 z: !Xl r-.J ::J :J -. Cl: '-'g~~Q. (J).JLJ.J.J0 -J. f; ~ ~ CI) .-J .-J - :r: >-a5~ a::: - ~ o ~ ~ I-CI)j ZUJ<( Wo::S > (.) 0 W Z z --MO ~ ~O~<( gj ~ ~ -M (.) ~ 00 n.. I....J ~CO~ 'NO ~N~ -MI-~ L!)O~ ~.-J::> 1.O co N .q- 1.O N N I'- ..-l .q- Q) 0 ('1') .q- (0 w w w Cl. Cl. Cl. ~ Q,) ..Cl C ~ C .c ~ 0 c <..? r,J) >- C ::J ~ ~ I Q,) -, I ::J E .~ ~ ~~ ~ ~[JD (Y) o o C\J o 0:: o LL >< o SHEET NO. 5-6 LAST PLOT DATE:June 21, 2005 o ~ ..- ..- I 0) o CD I'- C"'>I'- C"'>N ....J1.l( LLO) " CD <(I'- 0..' ~~ <('9 1-..- z 0, -0 ~> >...J -00 Ow c::(cr: 90 cr:I OU) ....JI- LLU) -.JWO c2~(5 I-ZW Z I- wOS O(5U) a::: 0.: wa::: W z 0 z U 0:( W 0 ~ ~ >-0 z:r: I- 0:( (/) ::J 0 ~ ~ 00 wa::: Z ULL. :::JI- Oz I- ow a::: (/) a.Zz :c woo a:::u_ (!J wz~ row> I- ~ 0 0::: ~ 0::: 0:( >-39 >- 0:( w a::: ::1: 0 z ~ ci Q.. :55~ 0 a. 0 a::: ~ ~ ~ 0 :r:-W I- 3 u Q" 0:: o () LU ~ o I (/) ~ l!) o o N @ NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO RE.YIEW ALL DRAWINGS BEFDRE CONSTRUCTiON BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR mE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIOMLS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE AITENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRJCTION, ~ , '" , I , I I I I , , I I \ \ \ \ \ , , , , , ------ , , , , \ \ \ \ \ \ I I I I I I I , / , / , ........-----.... PLACE SEAL HERE DE #250992 TERMITE SPECIFICATIONS: STRUCTURAL NOTES: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.(FBC 104.2.6) 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'.0" AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4) 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6) 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.(FBC 1816,1.1) 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1,2) 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT,(FBC 1816.1.3) 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.(FBC 1816.1.4) 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5) 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6) 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816.1.6) 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.(FBC 1816.1.7) 13. A CERTIFlCATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7) 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED mOM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. (FBC 2303.1.3) 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC.. SHALL BE BURIED WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303.1.4) FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODI flED PROCTOR) FOUNDATION INSPECTIONS A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, A SLUMP OF 6" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WNF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" LAP PROVIDED 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( f'm == 1500 PSI) 2. MORTAR SHALL BE TYPE "M" OR "S", CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AI\D A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11". 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS 7. DUR-O-WALL SHALL BE PROVIDED @ EVERY OTHER COARSE OR 16" O/C ALL WORK SHALL COMPLY WlTH ALL " PREVAILi};G CODES, FLORlDA BUlLDIN J CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHlLLS ORDINANCES WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFlCATION FOR WOOD CONSTRUCTION", 2001 EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. ANY WOOD FRAME BEARING WALL STUDS THAT ARE CUT FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. ALL STUCCO FINISH OVER EXTERIOR FRAME MUST BE 7/8" THICK PER ASTM C. 926-APPLY 3 LAYERS WITH TOTAL THICKNESS 7/8" 3. OVER METAL LATH. FlRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. *ATTENTlON: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. WOOD FRAMING INSPECTION ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING FRAMING INSPECTION. REV\EWED t1A~ 0 61.GU3 ~bu/r MASTER REVISIONS DATE DESCRIPTION ENGINEERED PLANS ON FILE PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFlCATlON FOR STRESS-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AI\D CONNECTIONS SHALL BE PROPOR- TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS AS LISTED ON THE STRUCTURAL DESIGN CRITERIA 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, Al\CHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. FIELD REPAIR NOTES 1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED W/ (1) "SIMPSON MTSM16 TWIST STRAP WI (4) 1/4" X 21/4" DIA. TITENS TO THE BOND BEAM BLOCK AND (7) 10d TO THE TRUSS FOR UPLIFTS OF 1000 LBS. OR LESS. USE (2) FOR 2000 LBS. OR LESS. OTHERS MAY BE SUBSTITUTED ON A CASE BY CASE BASIS. 2. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUB- STITUTED WI 1/2" DIA. ANCHOR BOLTS SET IN 3/4" DIA. X 6" DEEP UNITEX "PROPOXY" 300 ADHESIVE BINDER FOLLOWING ALL VlANUFACTURERS RECOMMENDATIONS ( OR 1/2" X 6" RAWL STUD EXPANSION ANCHORS. ) REGARDING MISSED REBAR IN VERTICAL FlLLED CELLS: DRiLL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL A 32" LONG #5 BAR INTO THE EPOXY FILLED HOLE. USE A lWO PART EMBEDDEMENT EPOXY ( SIMPSON "EPOXY TIE SET", OR HILTI " 2 PART" EMBEDDMENT EPOXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS, ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPOXY. ALLOW THE EPOXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 4. HURRICANE STRAPS MAY BE SUBSTITUTED WITH A STRAP OF GREATER HOLDOWN VALUE OR GREATER UPLIFT VALUE IN THE FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS INSTALLATION INSTRUCTIONS ARE FOLLOWED. 5. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING) CENTRAL FLORIDA DIVISION 600 N. WESTSHORE BLVD. SUITE 600 STRUCTURAL DESIGN CRITERIA CODES: FLORIDA BUILDING CODE, 2001 EDITION BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02) SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-89) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION APA PLYWOOD DESIGN SPECIFICATION LIVE LOADS: ROOF TOP CHORD BOTTOM CHORD (W/O STORAGE) RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES STAIRS ROOF FLOOR WIND LOADS BASED ON FBC, SECTION 1606.2. WIND VELOCITY: 120 M.P.H., USE FACTOR: 1.0 ALL CONCRETE UNLESS OTHERWISE INDICATED PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) 3000 PSI 3000 PSI DEAD LOADS: 20 PSF 10 PSF 40 PSF 40 PSF 40 PSF 17 PSF (SHINGLE) 15 PSF WIND LOADS: (F.B.C.) CONCRETE STRENGTH @ 28 DAYS REINFORCING: WELDED WIRE FABRIC SHALL COI\FORM TO ALL REINFORCING BARS ALL STIRRUPS AND TIES ASTM C90 OR C129, STANDARD WEIGHT UNITS, fm==1500 PSI MORTAR TYPE "S" 1900 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ASTM A185 ASTM A615-40 40,000 PSI ASTM A615-40 40,000 PSI CONCRETE MASONRY UNITS: STRUCTURAL STEEL: WOOD FRAMING: BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. NO.2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: 3/4" PLYWOOD (5 PLIES) OR 3/4" T&G ADVANTECH WALL SHEATHING: PLYWOOD C-G/C-D, EXTERIOR OR OSB VERSA LAM BEAM Fb = 2900 PSI (2.0E) DESIGN LOADS: TOP CHORD LIVE AND DEAD LOAD: BOnOM CHORD LIVE AND DEAD LOAD: TOTAL: WOOD ROOF TRUSSES: 27 PSF 20 PSF 47 PSF WOOD flOOR TRUSSES: NET UPLIFT DESIGN PRESSURE: 20 PSF WITHIN 4 FEET OF RIDGES, HIPS, EAVES AND BUILDING PERIMETER AND 15 PSF MIN FOR ALL OTHER AREAS. SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 10 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. DESIGN LOADS: DEAD LOAD: LIVE LOAD: TOTAL: 15 PSF 40 PSF 55 PSF SOIL BEARING VALUE: ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATlm~ DESIGN. BUILDING DATA CONSTRUCTION TYPE - TYPE VI UNPROTECTED (SECTION 608 - FBC 2001) WIND SPEED 120 MPH WIND IMPORTANCE FACTOR - (Iw) == 1.0 WIND EXPOSURE - "B" (FBC 1606,1.8) INTERNAL PRESSURE COEFFICIENT == +/- 0.18 (ENCLOSED BLDG) WIND BORNE DEBRIS AREAS t DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 120 MPH + 25.9 PSF I - 34.7 PSF (END) + 25.9 PSFj-28.1 PSF (INTERIOR) U.N.O. GARAGE DOORS (V == 120 MPH) SINGLE 9x7 +25 PSF / -32.0 PSF DOUBLE 16x7 +24 PSF I -24.5 PSF SEE ElEVATION PAGE FOR ACTUAL PRESSURES GLAZING B.APPROVE TTERS OOD STRUCTURAL PANELS C 1606.1.4 TAMPA, FL 33609-1140 1-813-769-5277 OXFORD 2003 GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2001 FLORIDA BUILDING CODE, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 2002 NATIONAL ELECTRICAL CODES ORDINANCE 92-19 - APPENDIX "J" TO FBC PLUMBING 2001 CODE. 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS 3. WATER. FLOW RATE. PUBLIC FACILITIES 0.5 G.P.M. PRIVATE FACILITIES 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 4. ALL PLUMBING WATER LINES TO BE PVPC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2001 FBC. o PORCHES AND BALCONIES SECTION 1014 o HANDRAILS - SECTION 1007.5 o GUARDRAILS - SECTION 1015, 1019.9 o STAIRS - SECTION 1007 o CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) o EGRESS WINDOWS SECTION 1005.4 4. ALL OPENINGS SHALL COMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFlNG. 5. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 6. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION 2405.2) INDEX OF DRAWINGS SHT NO: TITLE A 1 1A 2 3 4 S-1 &2 S-2A S-3 S-4 5-6 S-7 COVER SHEET FLOOR PLAN DIMENSION FLOOR PLAN STEM FOUNDATION PLAN ELECTRICAL PLAN ELEVATION PLAN (III) STEM FOUNDATION DET. LINTEL DETAILS LINTEL PLANS ROOF FRAMING (III) GABLE DETAILS (III) STEM WALL SECTIONS STRUCTU RAL NOTES & HANGER INFORMATION STRUCTURAL NOTES & HANGER INFORMATION WINDOW & DOOR DETAILS ROOF INSTALLATION DET ROOF INSTALLATION DET MILESTONE WINDOW DET. MILESTONE SGD DET. STD. GARAGE DETAILS Fl PRODUCT APPROVAL S-7A 5-8 8-8.1 S-8.1A S-9M S-10M S-11 SFPA NOTICE TO BUILDER IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESS- ONAL TO CONSTRUCT THIS PROJECT, IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFlCATION..STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. W :20:: W u1~~e f-wLLI- o "'o:2z :2-0:J I- ):((/)0::0 05u.:u o o::ozu Z 8::2~~ <l:0<l:0 W wO::l-z O::LLW (!J <l:zo::o _ oW<l:o ;:-"":: W~(/)o r- I-<l:zz o Ol-o<l: g.~iiiw o <l:z:2 lJ... (/)(/)w~z ~Z~LLQ W ~Qoo~ 0:: o~o::l-u _ ozo~- ........ u..wCi::ua: :::> w:2wOIl.. o::ol-~< 0' <l: z.........J :J....J-o:....J U) 0' <i! 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(V) w~ zo 0 zU c(w :2:~ 0 W >-0 ZI N 0 c(CJ) ::> Z -:2: 0 I- 00 0 tsfE 0::: ::>1- Z oz ow 0 ~CJ) I- Q.zz woo u.. ~U- I wz~ >< row> (!J 1-~6 W 0 0-<( z~ ~ 0:: >-~9 <t: c(w~ ~IO Z >- I-U: Z c.. :51-....J Z ::><l: Q.O~ :s 0 Gf)I~ s:t::w Q.. 0 I-~U HEET NO. Il.. ~ 0 U w A ~ 0 I Gf) ::> l!) 0 0 N LAST PLOT DATE @ Apri I 11, 2005 COVER SHEET DE#250992 I DOOR SCHEDULE DOOR QUANTITY MASONRY OPENING FRAME OPENING DESCRIPTION NUMBER 16070 OH 1 192"x 84" 16'.0" x 7'.0" OVERHEAD BANCO GARAGE DOOR 8068 1 98" x 81" 8'.0" x 6'-8" SLIDING GLASS DOOR 1668 3 191/2"" x 82" A.F.F. 1'.6" x 6'-8" BIFOLD 2668 5 32" x 83" A,F.F. 2'.6" x 6'-8" DOOR 2868 1 34" x 83" A,F.F, 2'.8" x 6'-8" DOOR 2868 1 34" x 83" A,F.F. 2'8" x 6'.8" SOUD CORE DOOR 3068 1 39 5/8"x 831/2" A,F.F. 3'-0" x 6'-8" DOOR (ENTRY) 3068 2 37 1/2"x 82" A,F.F. 3'-0" x 6'-8" BIFOLD 4068 1 49 1/2" x 82" A.F.F. 4'-0" x 6'-8" DBL BIFOLD 6068 1 73 1/2" x 82" A.F.F. 6'-0" x 6'--8" DBL BlFOLD FLAT OPNG 1 @ 6'-8" A.F.F. FLAT HEADER NOTES: 1 ) ALL INT. DOORS ARE TO BE HOLLOW CORE U.N,O. 2) ENTRY DOOR TO BE FIBE.RGLASS NOTE: REFER TO S9 FOR WINDOW ROUGH OPENING SIZES DO NOT NAIL LID DOWN 1-3/4" OR 2-1/2" LYWOOD OR OSB L HVAC STAND DETAILS NO TO SCALE q ~ 9 N ~ ~ - ..... I (/) N N * ~ I ...-i (TYP.) (/) ...-i I.{) f6-U\ ('I') \g) - ,..... - - - - - ~ - I'- I (/) l!) N :1 o ~ 40'-0" 14'-0" 10'-0" 3'-8" 11'.4" 14'-8" 35 SH * ~ f. 8068 SGD PATIO ::= I II nrr 1m I ~ "- .V :~ 11111I ~ \2V , T II~ FAMILY ROOM ~ I'- 2.U S8 TYP. @ NON BEARING WALLS 13'-0" X 14'-4" CARPET / , - / ~ -- - - ~ ~ ~ ~ ~ ~ ~ ~ ~ q~ Ln~ ...-i~ ~ ~ ~ 14'-0" X 16'-4" CARPET BEDROOM #2 ~ ::J ~ 11'-0" X 10'-8" 8'-0" CLG. CARPET . ~ ( r\ ~ ~SIM. W/(3) \. I) \g) 2x4 COLUMN 1----0- - r---- - - - - .- - - - - - - - - - 16'-0" 10'.4" NOTE: *START DIMENSIONING HERE DBL 25 SH * T.I I II . / / SIM.W/~ RT 16 \ S6 J 12'-0" ~ , -- _10' CLG-( I 13'-2" 41-4" 14'-10" 9'-10" 2'-8" 2'.4" 3'-2" JIlII fflw, - - - - - - -- '- '- !oPT.1 ~ +-= 'J HOSE = ;::1 BIBB :tit ~-U :: C;> S6 ~_ F* Ct:l ...-i """ 8'-8" &" ,. 3'.4" _ ,/" /' ~1 ~~ 6:1:: -I^~ /' _________ .YT 266~ h f13U\ ffi: ~~~~ ~ /=-~ FlOOR'G: Iffi~ A. ~;U) - ~ ~ - . ~ LINE ~I IO~ ~ ';1. 0 I'- VINYL I ~ 0:: :L50 ql~ 1/2 WALL @ 391/2" ~ V5 ~ .f4jVTR ~ . '(11 A-I 1\' I II~('I) : W/COUNTER ABOVE l!) ~~ ~M_C ~ \EY u('l'). ~ @42"A.F.F. o ..., 7'.':::''' I q 3'.9" . I ~ (,., 'r - ~ 3'.0" II R/SH ZOO" N ~ V5 w~N _ ,.. ""- ~ <.C _ l!) ....J -H 4068 r- 'T'~668 L- ::: v 6'-4':V L 2'.4" 1.\ 3'.4"/ :: "v - - - ii C-' ....J () o ...-i ~\ FlOOR'G ~ L1NE~,- I I~~ B~~~L~T ~: ~ 5'-2" VINYL 2'-0" 0::: I : I ~I 1'-1 I I BEDROOM #3 ---------- ---------- ~~ ~ I Dtwl ~ N r '---- '---" II - =:j N · $1 I ffi~ DBLSINK ~ . ~ IIf-OZ W/DISP B ~ ~ ('I') : :~U5g,KITCHEN (." co,,-LAUN V13U'\ I I J:~ 10'-0" CLG. '$,,, ffi, ,,-8'.0" S3 VINYL ,;" 3 -3 N~~LG. I~ L f"-:o"..2====i RANGEYHOOD ~ r-I, ^-.. VINYL. o : REF.: -?,,\-T7\ I "'1668t:~~ ~ I I '--/ '--/ . l!) ~. ~Co~---- ~PT.1 : ---- ~ --- 5/SH '..-- L_ _____J /" 2868 L-f, 2'~" 3'-4'" __11 ." 4'-4" ~ 2'.4" ~ SOLID '1 1'1' \ /" ~" " CORE ~ co I I ~> 0 II \f11,lA-Ll! SIM. W/ (2) 2x4 DOOR ~ ~:;? J: II V\V ~~~~~~: TOP ~1,~ ~~~~R ( 11 ~ \..- (2) 2x8 3)4 OPN'G IBM. W/ 1/2" - -'~ ------LJ '- PLYWOOD FLITCH ~" 3'-4" ~"I, 5'-0" " ~ PROVIDE- W PLATFORM FOR ~;U HVAC UNIT VERIFY SIZE WITH MFGR 11'-0" X 10'-8" 8'-0. CLG. CARPET 8"x4" FRAME OUT ARCH (TYP.) I , I I VAULT_ I 10'CLG.:... I ~ LIVING ROOM I ~ ~ I 0 J-~- ~ ::J ~ 11'.4" 2668 !/~~- Y ~~~ ~ FLOOR'o/ ' V ~~....J "- LINE ill > $ M.C. ~ WIC 2G = 8'-0" CLG. MST. ~ = CARPET BATH ~ ~ R/SH - 8'-0" CLG. ~ VINYL 1- I r-----n Q (fJ I r--iJ I ('I') II Wil'i ('I') I I rru5Tl' I I ~HANSON X -=- N 11~111 ""- I L.: _ _ =.J l' rl" ' .aJ...-i L._____Ll ::-r ~ '- -------~ ~~ ~~~ I II '\ - I D " S V('TILE TO 16,1 - : [Qf] ~ : to l\..'tBOVE TUBi = I OP "" 1"-,- ~- I "Y _ L. _ _ _ _ _'..J _ ? 6'4'1~~~~~~:.~" ~ ~ III-Iii "-CONC. !/ CURB / . / !/ 1/ !/ !/ !/ !/ !/ ~ !/ !/ !/ (TYP ) ~ ~OSE 6u\ 1/ BIBB ~ !/ "" -" !/ / \ r!~ " / VAULT 3'4" .2' 4" ::: , I - - - - ~ ~ ~ ~ ~~ N~ I I ~SIM. ~ WIRT 16 2 CAR GARAGE - - - - -C'iJ =Ln ~...-i - - - - - - - - - - - = / - =l/ .1 L 1111 ~~ SIM. W/ (3) 8'-0" CLG. 2x4 COLUMN 1/2" DRYWALL ON FRAME WALLS ~ ~ R-11 INSULATION IN FRAME WALLS ~ \JJJ 1/2" CD DRYWALL ON CEILING ~ r--- --- -----~~1~~t€6IFICATI6NSHEEf FOff ----------, / I I CEILING TEXTURE TYPE I I I : IM'U\ SIM. W/TOP CONN. 1\ S6 } PER DETAIL 3--U/S6 : ql ~ @ ELEV. I ONLY It-- i I~(@ELEV.II, : ~IVONLY) DINING ROOM 11'-8" X 14'-8" CARPET 9'-8" X 10'-0" CARPET -------- ~ ( l'-O'~ 2'.4" ~ 6'-O"~ \, ; 1" -! (@ ELE~ ~JfuYERU ~ 35 SH -l II, IV J15C-U\ ~ ENTRY ONLY)~ : co ?--... 'J ----FlOOR'G ~ --=,[> (SIM,/l1A-u\ "t LINE ~ . ~ I '\.S 7 A) / -n _ :~ 111I11 hi ~ ) P-R{C-A~ {LINTEL: ~ 11i2U\ I~ (@ ELEV II, III ONLY) WIND = 27 PLF .. .. / /' 11'-8" / , / / 8-U S6 :1 l!) " 'JAIl ~~~ rt3-1J\ [\gJ ~ 16x7 OVERHEAD DBL 5 SH l.L ....J CL ~ ~ II o Z ::: 7'.6" 3'-0" 3'-0" 1'-8" 7'.6" 15'-0" 6'-0" 19'-0" 40'-0" 16'-0" 1,1.'-4" BASE FLOOR PLAN SCALE: 1/4" = 1'.0" i&U\ \g) ~ l!) ~N \g) ~ N N q (,., GENERAL NOTES: THE FOLLOWING SHALL COMPLY WITH THE FBC (2001) o PORCHES AND BALCONIES SECTION 1014 o HANDRAILS - SECTION 1007.5 o GUARDRAILS - SECTION 1015,1019,10.9 o STAIRS - SECTION 1007 o CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) EGRESS WINDOWS SECTION 1005.4 ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED REFER TO SHT S/8 FOR WINDOW & PATIO DOOR INSTALLATION REQUIREMENTS REFER TO SHT S/8 FOR SAFETY GLAZING IN HAZARDOUS LOCATIONS REFER TO SHEET S/8 FOR COMPONENT & CLADDING PRESSURE DESIGN TABLE REFER TO SHEET S9+S10 FOR DOOR AND WINDOWS INSTALLATION WIND = 45 PLF .. .. l.L ....J CL O'l ...-i II a Z ::: q ~ WALL LEGEND FRAMED WALL I I I I I I I I I I I I I I I I I I I J I I I INTERIOR BRG. FRAME WALL 2X6 WALL ~"'''''''''''''''''''''''''~ MASONRY WALL I ~ '" '" '" '" '" '" '" '" ~ 1 MASONRY SHEAR WALL MASONRY SHEAR WALL DOES NOT SHOW FURRING . INDICATES #5 VERTICAL IN CELL FILLED SOLID WITH GROUT *- DENOTES EGRESS WINDOWS- PROVIDE A MIN. NET CLEAR OPENING AREA OF 5.0 FT SQ. GROUND LEVEL OR 5.7 FT SO. OTHER LEVELS WITH 24" CLEAR HEIGHT MIN'A 20" CLEAR WIDTH MIN. AND BvTTOM OF OPENING WITHIN 44" FROM FINISH FLOOR AREA TABULATION LIVING 1515 GARAGE 373 ENTRY 32 TOTAL 1920 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED, SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. w ~Cl:: w" is ~ ~ I.J.J :;c W f- () "",o~z ""'-0:) .- x1:2Cl::O O:)LL() o Cl::OZU Z 8::~~:: <(0<(0 I.J.J wCl::f-Z fl"l Cl::LLw.J \,.J <(ZCl::o _ aW<(o 'l." W:,(CflO ~ f-~zZ o 0 0<( 6-~iiiw u..o <( z ~ f{)Cfl~~Z 0Z::;;ttQ I.J.J ~Qaol- a:: oC/)Cl::f-C) _ OZO~..., ......... u..W-u-' ::> w~ffio8: ~ Cl::o~c6<( \,.J <(..J- -...I (f) 6- ~ en g5 ~:i. CflCC..J' w..JO :::l>:;!;ZCl:: <(0;><(0 o ~ Z o en Ct: l.LJ > ('I') o o ~ en N 2 ~ 0 ~ U) ~ > a W w Ct: ::J (/) (/) ~--ATITr.---------: 19'-0" I LOCATE IN FIELD I : 22" X 36" MIN : ~---------___-__I Lf) 00 N .q- Lf) N N t-- ~ .q- C) 0 ('1") .q- (0 w w w 0..: D- D- 'e!J (J) ..c c ~ C r- ~ 0 -"- - C o Cfl >. 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I ~ o <DI"- MI"- MN .....l1O LLd, .(0 <(I"- a.' :E~ ~~ Z o. -0 ~> >....J CCO <(lJJ o~ -0 O::::z: g~ LL(I) ..JlJJO ~~g I-zlJJ Ze!:: We:::) O(Q(I) Cl:: a..: (Y") I.J.J W Cl:: zO z() 0 U <( w ~ ::;;; 0 >-0 I- Z J: <(~ C\J 0 ~ ::;;; o 0 0 Z W D::: U LL :) f- a::: I- o Z Ow I D::: Cfl 0 Q..Zz woo ~ Cl:: U _ LL wZCfl row> W >< f-t:o ~ 0::: o _ <( 0 zC::o >- >- 3: - <:( <( W D::: 2 Q.. ~:r:g Zf-LL 0 ::i f- ..J 2 :) <( Q.. 0 Cl:: :5 u 5:2~~ :r: - w a.. f-3u HEET NO, CL 0::: 1 0 () w ~ OF 0 I 4 (/) ::J l!) 0 0 N LAST PLOT DATE @ April 11, 2005 FLOOR PLAN DE #250992 I r ~ co ~ 9 ~ ~ N ~ ~ I'- 1- " ~ L 40'-0" I (/) N N 14'-0" 10'-0" 16'-0" 3'-8" 11'-4" 14'-8" 10'4" NOTE: *START DIMENSIONIN 9 (." 35 SH * 8068 SGD DBL 25 SH * . II III '1 I'"T 11111111 1II1 I'" I 1111 II II "T IT'I II III . '1 - , - - / - - - - , - - / - - - - - ~ , - - / - ...... - - , - - ~ / - - ~ - - ...-i I - - ...-i ~ / - . ~ it , ~ - - ...... l!) - ...... -- c-.---------------- ------( ...-i - - - - 14'-10" - - 12'-0" I 13'-2" - ...... A<>.. 8'-8" A<>.. 3'-4" 9'-10" 2'.8" 2'-4" 3'-2" 41-4" 3'-4" ,;2'-4" - T- - ...... /' " / ~1 I - l' 6068 I - C\4 ~l - C\4 ...... ~ ~\ - - '" - - :? I - - N I - N - - . , . ~ ' I C\4 I I I I I I 1 2668 co I I Y V~ ~ ~ :: q ~ - '" - J N II , - I I (." ~ ~ - l!) ~ II I ~ J C\4 8) - :It 7'-fi" ~ "" 5'-2" 2'-0" - ~ - '!.~ :r l ot - ...... N ('I') - ...... ~ 3'-6" ~ ~-' N I'- ('I') - ~ --------------------- - f- N " - f- ot - ...... C\4 - f- =\ .- 4068 r- ~~66'i- , - ...... V 6'-4" V I., 2'.4" 1.,\ 3'-4" C\4 I N r- - " ~V I ...... ~ I I :r 5:. (/) ...... I I ('I') I I ('I') ~ ~ I I ('I') ('I') - I I ~ - I I ~ N . I I '- I I ~ ...-i L ~ - ,~ ?1~ d - ~ 0 - - ~ ~ ~ - ~ N - N - -- r- 2868 " ;, 2'-4" 3'-4" 4'.4" I, 2'.4" I, 6'-4" I, 5'.8" '1 " .. n ~D ~ ~ co ...... "" ~ f- 0 ...... ('I') i-- ----~----r r-- / - I - ---------f---J ...... 11'.4" ~} 3'-4" n 5'-0" 19'-0" / - ~l I ~ ~ l!) I N I / :r / I / ~t I 0 ~ ...-i / f-- O'l ...... ...... I ...-i / f- C'iJ J---- / f- ----------- ...... In ~ ...... , . ~ / f- / I 11'--8" l'-O'~ 2'-4" 6'-0" / ~ " i-- / '1 " / i-- ...... , q / ~ f- / ~... U C 35 SH f- , "'7 ...... / ~ / ...... ~ ...... ...... I :r co ~ t> / f- / ~-; l!) / I-- "" ('I') C\ f- / ...... / I-- nL-- / fJII I L I I I I I L..II IL I 1111 lilt. -- ----- ------- .~J O~ 16x7 OVERHEAD DBL r 5 SH 7'.0" 7'-6" 3'.0" 3'-0" 1'-8" 16'-0" ).'-4" 15'-0" 6'-0" 19'-0" 40'-0" -lE- I (/') l!) ('I') I (/) l!) N FLOOR DIMENSION PLAN SCALE: 1/4" = 1'-0" G HERE GENERAL NOTES: THE FOLLOWING SHALL COMPLY WITH THE FBC (2001) o PORCHES AND BALCONIES SECTION 1014 o HANDRAILS - SECTION 1007,5 o GUARDRAILS - SECTION 1015, 1019.10.9 o STAIRS - SECTION 1007 o CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) EGRESS WINDOWS SECTION 1005.4 ALL DOORS INTERIOR & EXTERIOR ARE 6'.8" UNLESS OTHERWISE NOTED REFER TO SHT S/8 FOR WINDOW & PATIO DOOR INSTALLATION REQUIREMENTS REFER TO SHT S/8 FOR SAFETY GLAZING IN HAZARDOUS LOCATIONS REFER TO SHEET S/8 FOR COMPONENT & CLADDING PRESSURE DESIGN TABLE REFER TO SHEET S9+S10 FOR DOOR AND WINDOWS INSTALLATION WALL LEGEND FRAMED WALL I I I I I I I I I I I I I I , I , I I I I I I INTERIOR BRG. FRAME WALL 2X6 WALL ~""""""""""""""""""~ MASONRY WALL I ~ "" "" "" "" "" "" "" "" ~ 1 MASONRY SHEAR WALL MASONRY SHEAR WALL DOES NOT SHOW FURRING . INDICATES #5 VERTICAL IN CELL FILLED SOLID WITH GROUT *- DENOTES EGRESS WINDOWS- PROVIDE A MIN. NET CLEAR OPENING AREA OF 5.0 FT SQ. GROUND LEVEL OR 5.7 FT SQ. OTHER LEVELS WITH 24" CLEAR HEIGHT MINA 20" CLEAR WIDTH MIN., AND BuTTOM OF OPENING WITHIN 44" FROM FINISH FLOOR TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "8" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. W ::20:: w15~f2 u.J ~w I- o ::20::2Z I- -iii06 ~5S:() a o::oz~ Z 8::::2~1- <(0<(0 u.J wO::l--'z o::u..w o <(zo::o ~ aw<(a I- L.lJ~(/)a I-f-ZZ a 0 0<( ~w-L.lJ aU. 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WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS 3. WATER - FLOW RATE. PUBLIC FACILITIES PRIVATE FACILITIES SHOWER HEADS 0.5 G.P.M. 2.2 G.P.M. 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIO~S NOTE: ALL CONTROL JOINTS MUST BE SAW CUT AS SHOWN OR PER ASTM STANDARDS WITHIN 24 HOURS AFTER CONCRETE PLACEMENT. PROPERTY LINE SET BACK REQUIREMENTS FRONT: 20' MIN. REAR: 10' MIN. SIDES: 5' MIN. q ~ 14'-0" 3'-4" 5'-2" 3'-4" 2'-10" 10'-0" 8'-8" STEP DOWN 3.5" 40'-0" Iro ~:) o:(/) r --------- --------------- --------------- - --- --------------------- .. ...1 I r-------------------------- ~ I'- 11'-10" If? r-- k~J BIBB:~ : ____INDiCATES FILLED , .....-;---- CELL FROM FTG. 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SLAB W/ 8" X 8" THK'N EDGE. VERIFY LOCATION W/ BUILDER 18'-8" (11\ . 1 . ~ (0 I I I . I ro I NOTE: PROVIDE 11/2" :5 I DEEP X 12" WIDE RECESS C/) I FROM EXT. FACE OF BLOCK I INTO GARAGE. USE 2x8 22 U -t HOSE ~ I- BETWEEN WALLS AND 2x6 Sl 0: I I BIBB I BEHIND WITH 6" PAST EA. END I'- I I I I I I , -------r ~~----------~ I [iI. I I L ____ ______ 1'-8" ________________________________________ ___ J 16'-0" 3-'-4" 19'-0" FOUNDA liON PLAN SCALE: 1/4" = 1'-0" TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. o Z 00:: OW C/)W ZZ <(0 02 UJ ~ Q ...J ....J ~ ~ W t;; l!) o o N ~ ~ o en o o .N u...... , o 1rl ci >- --., w ... 0 I- a:: a:: - wQ.. !:Q Q..(/) L 0- 0 a::L a:: Q..... 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U-g, ('I') -CQ 00 <tl'- ~ 0..' ::!E~ <tCtrl 1-.... ~ ('I') 0.. ~ o u w ~ o I (/) ::J l!) o o N @ FOUNDATION (STEM) DE #250992 I SOFFIT TO CEILING , -- I IJ fd 0 0 r-,III'---' I 'II I HOOD I II' I I 'II I q "--11111 I I ,11I1 I ~ 00 Iii 000 iii I 111I' I r..- I ,11I1 I ~ ~ I ,11I1 I D I 'III' I I 111I1 I I ,11I1 I I 111I1 I I ,11I1 I = I-_..J.___~ ------ , RANGE 4 KITCKEN 3/4" DRYWALL WRAP 2X4 WALL ARCH TO BE ONLY ON FRAME OUT. ACTUAL WALL WILL NOT HAVE ARCH, '" , I ----------, \ , ~f~ ~ ~ \\ 42" HIGH "\MIRROR 1/2 33 SH REF. IOPT! <D ARCH DETAIL TYPICAL TILE TO 16" ABOVE TU B <D MASTER BATH INTERIOR ELEVATIONS SCALE: 3/16" = 1'.0" L - I11II1 :: - - - - - - - - 10PT.j = +-= HOSE = BIBB =~ --1 3:,! - - - - - - - - OPEN TO FAMILY ROOM {CO @4 I !i-r-jlc:::=l rn DfW ELECTRICAL LEGEND ~ SMOKE DETECTOR 1 SINGLE POLE SWITCH ~ 12 DOUBLE POLE SWITCH flOOD LIGHT $3 THREE-WAY SWITCH '_________I flUORESCENT LIGHTING $4 FOUR-WAY SWITCH 1DM DIMMER SWITCH n n n TRACK LIGHTING U U -9- CEILING FIXTURE :D:: SCOUNCE ( WALL MOUNTED) CEILING FAN FIXTURE ~ 110 VOLT DUPLEX OUTLET fb 110 VOLT SPLIT SWITCHED OUTLET Ii DOOR BELL CHIMES <Ib GROUND FAULT INTERRUPT () @- DOOR BELL ~WP WATER PROOF WI GROUND FAULT DISP dlb 220 VOLT OUTLET 0 DISPOSAL ~ SPECIAL SERVICES OUTLET LCJ DISCONNECT SWITCH EJ T.V. CABLE OUTLET ~ PREWIRE SPEAKER ....... TELEPHONE CABLE OUTLET 0 ~ JUNCTION BOX RECESSED LIGHTING CD THERMOSTAT 8 WATER PROOF RECESSED LIGHTING 0 LOW VOLTAGE LIGHTING ~ BATH FAN [@] INTERCOM SYSTEM ~ BATH FAN W/ LIGHT [ffi] GARAGE DOOR PUSH BUTTON -~ U NTER 2" A.F.F, @ KITCKEN 42" HIGH MIRROR I I () () ~ 0:: LL. = oet _ oq u.. C9 2 00 0 - 0 a. c.o 1= ~ o ro SHOWER_ TILE TO _ 7'-0" - _-J - - -i- - - EEr I TUB: l___J 4 BATH - - --- - -- 22 SH - I I I I - - TILE TUB -f-- - - - '--TO 7'-0" I I I I I I I I I TUB I I I L _ _ __ _ _ _ _ _-' (----------------------------------------~ SINGLE PHASE 150 AMP BREAKER PANEL NEMA 1 30 CIRCUIT : METER SOCKET } ~ I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \2TRICAL RISER DIAGRAM V NTS ----------------------------------~------ - - - ~Fv - - - - - - - - C==::J c:::==:J o L 11/2" RIGIO NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR - - - - - - - - - - - <b- BATH #4 CU TO COLD ~ WATER PIPE & DRIVEN GROUND ROD. BY POWER COMPANY NOTES: - - - - - - - - - - - - - - -" - o::T - - - - - = / - , =/ ;1111111 UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED flOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARMCODE. CHAPTER 2 1999 EDITION 6. ALL ELECTRICAL IN SLEEPING ROOMS SHALL BE ON AN A.F,e.1. PROTECTED CIRCUIT PER 2002 N.E.C, ~" <}P : I 111111 I111 I Qj) GFl /- '\ P , ~ " It.. ../ (IV II I 1I11 >,,-;~ <w II I II: " - III III L q (0 ~ I'- , - / = 1 - / = - - CIj>' ~- r..-/ = @ ~ 1/' ~ ~ / = - F==) . ~ ----/...~ I M FAN = ... /' PREWIRE = / Iv I = \ ~I I :: ~ ~ --- I ----~:: ~ --1----- = ~ I :: lt1> = --'.- 6'-0" 7'-4" 6'-0" 10PT I ....,'1 ~.......! c; 1 , I ~ r-- C--"" J:!:~-)\~ 'TV 0 - - ~~ FAN .. 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I ~ e \01'- MI'- MN ...J'-9 lJ.0'l .\0 lt~ ~~ ~~ ....... z Q. -0 !1> >..J oc::l ~u.1 c~ -0 ll:::c aU) ..JI- lJ.(/) ...Ju.lQ r,23:g I-Zw zQ!:: We::J ()tQU) 0:: 0.: (Y) W W 0:: Z 0 Z () 0 () <(w :2:2 0 >- 0 I- Z J: <( Vl (\J ::) 0 z - :2 00 0 Z wo:: () u.. ::J l- e::: I- oz o W :r: 0:: Vl 0 Q... Z Z woo <.!J D::()_ LL wz~ cow> UJ >< 1-1=5 ~ 0:::: ~a::<( 0 >- >- ~ 9 <t <( W 0:: Z :2 J: 0 c... zl-O: Z 0 :5 I- ..J 0. g ~ ~ () ~ ~ ~ J: - W a.. I-~() HEEl NO. a. 0:: 3 0 () w 2 OF 0 I 4 (/) ::J l!) 0 0 N LAST PLOT DATE @ April 11, 2005 ELECTRICAL PLAN DE #250992 If I I ~[~~ ~~3 C) C) ~[~; ;~3 DECORATIVE CAPITAL ROOF VENT SCHEDULE ROOF PLAN III VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES. AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MINIMUM OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F,B.C. 2001 SECTION 2309,7 LOCATION OFF RIDGE VENTS SOFFIT VENT (SQ. IN,) (SQ. IN, ) ROOF / GARAGE 461 461 NOTE: 1'0" OVERHANG SCALE: 3/16" = 1'-0" ~I ~k 1'-0" ~ ...-i kd ~ 1'.6" k ~ DECORATIVE CAPITAL DETAIL III SCALE: 1/2" = 1'-0" q Ct:l ~ u o ....J ro u... o 0.. o I- + 24.0 p _ s - 31.0 F + 24.5 p s .. - 32.0 F LITE TEXTURED DECORATIVE FINISH + 23.1 p s - 25.3 F FIN. FLR. DBL 25 SH * 8068 SGD L 8" FRIE~E BAND -' oCS ct: l- I: 0: u c3 I: ~ U ct: llJ ~ I.l.. > ct: a ~ I.l.. +0" ~ 0 ~ 0 ~ a.. 1= a a ~ u I- a llJ co 0 ~ I.l.. DECORATIVE ~ a 00 a.. CAP IT AL I"- 0 1'.6" I- (TYP. OF 2) 35 SH 16" CUT --- BAND - -+--- --- ---- ~ ... I'- 71h" CUT jSCORED DBL KEYSTONE DETAIL SCALE: 112' = 1'.0' LITE TEXTURED DECORATIVE FINISH 6" CUT BAND ~ I- ~ Z U llJ 0 @J -' co (!;l I.l.. Z 0 ~ a.. US ~ co ~ 5> (!;l ~ ~ I: 00 0 0 US ~ c.o I: 3: 0 0 3 +0" FIN. FLR. ENTRY DET. III NOTE: ALL BANDING/TRIM TO BE CUT/SCORED + 24.5 p s - 26.7 F NOTE: 1'0" OVERHANG SCALE: 3/8" = 1'-0" ~ (!;l ~ I U o 9 . <C: ro C9 W n I::r u... <D3:coo o 0.. o 0 . I- 3: 35 SH * FIN. FLR. REAR ELEVATION NOTE: 1'0" OVERHANG SCALE: 1/4" = 1'-0" DECORATIVE CAPITAL (TYP. OF 2) >- 0:: I- z: W @i ~ ~ z U iY 0 <C ....J W ro ro . u... qo ~ oog, o I- ~ ~ U o ....J en u... o 0.. o I- 1/2 33 SH I- ~ I o ClfJ ~ (0 ~ o z ~ q Ct:l FIN. FLR. + 25.9 p s - 28.1 F LITE TEXTURED DECORATIVE FINISH .. 2'.0" BANDING RETURN @ SIDES FIN. FLR. RIGHT ELEVATION III ~ U o q a3 Ct:l u... o 0.. o I- NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'.0" LITE TEXTURED DECORATIVE FINISH + 25.9 p s - 28.1 F >- 0:: I- Z W @i ~ ~ U z: 0 0:: ....J US ro u... ro 0 0.. ~ 0 I- 0 ...-i q Ct:l .D D + 24.5 p s - 26.7 + 25.1 p s - 27.3 F I- (!;l I o ClfJ ~ (0 3: o o z ~ 2'.0" BANDING RETURN @ SIDES FIN. FLR. F 22 SH FIN. FLR. 35 SH * 25 SH LEFT ELEVATION III NOTE: 1'.0" OVERHANG SCALE: 1/4" = 1'.0" 35 SH ENTRY :r l!) 3'.0" 3'-0" 6'-0" 1'-6" TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 9'-0" PARTIAL FLOOR PLAN SCALE: 3/8" = 1'.0" ~ (!;l I >- u... 0:: :1 8 ~ w ~~ClfJ@i ~ ~ US ~ ~ g ~ ~ z: a3 0 O::~u... <( UScoo~~ ro o..(o~ o 0 I- 0 3 8" FRIEZE BAND LITE TEXTURED DECORATIVE FINISH ~ U o ....J ro u... o 0.. o I- EEEB +0" 00000000 00000000 00000000 QggI:J[]~- m[;1![;] FRONT ELEVATION III +0" 6" CUT BAND 4/2 CUT BAND 16" CUT BAND q Ct:l 35 SH DBL 25 SH 16" CUT BAND 16' X 7' 32 PANEL OVERHEAD DOOR NOTE: ALL BANDING/TRIM TO BE CUT/SCORED + 24.0 p s - 26.2 F + 21.6 p s - 26.2 F + 24.5 p s - 26.7 F NOTE: 1'0" OVERHANG SCALE: 1/4" = 1'.0" w o ..... o z UJ c;l ~ o f2 w 0::: <( :J o Cf) w :?icr: w" ~ ~ f! ~w f- :?iO:?iZ xCfi~6 0~u..0 cr:oz0 o..:?iw<l: ~0::S::f- wcr:;::~ cr:u..w <:I:zcr:O OW <:I: 0 w::s::(/)o f-;::zz o 0<:1: ::JW-w ocr:(/):?i (/)<l:z.... . w(/)w......z ~z~e:Q ;::Qoo~ 0(/)cr:f-0 otjJQ::S:::J u.. cr:Uo.. w:?i wO 0.. cr:Bf-~<:I: <:I: ZU-O.....J ::J.....J-cr:.....J g~:3~~ w.....JO>- :J>:;!:zcr: <:1:0;:.<:1:0 o . ..-l Z o if) 0::: L.J.J > ('I') o o ~ if) N Z ~ 0 ~ if) ~ > o W w 0::: ::J U') (/) l1) 00 C\l oQ' l1) C\l C\l I'- ...., oQ' Q) 0 ('f') oQ' <.0 W W W 0... 0... a.. ~ Q) .0 C Q) C ~ 0 .c '-' (/) ~ C :J c:( ~ :J: Q) ~ I ::J E .s ~ !j ~ ~ 1'[Q] D D (/) -.J -.J - :c >-~ 0:::- 0> 1-1- z(/) UJUJ >0::: zU -~ ~O N N~ ~U 00 I-.J ~cn IN ~N ~I- L!)O ~....J () --.J --.J l!) o o NCO u..~r:< I'- 0) 0 &3 0' l!) , " ~ m ~a F! ,l!) ffi~~ -<:t: """ Q..en I 0(0 ~:J:~ C2 M Q..~ Cl. 0""" C;o~ -' ~- '- u... ~ ~~ ~ . 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Z 0 ::s f- -.l o..6~ :5 0 ~ ~ ~ :r:-w a.. f- 3 0 HEET NO. 0.. 0:: 4(111 ) 0 U L.lJ ~ 0 I 4 (/) ::J l!) 0 0 N LAST PLOT DATE @ April 11, 2005 ELEVATION "III" DE #250992 I l!) o ON' ~ --.J I'- 00 lJ.. G ' . --.J l!) 0) 0 l.U 0 ~ ~ ~O ~ ,l!) f5g:~ .......... 0.. (/) :r: oeD ~I~ - _ 0.. f- 0.. 0:: ('I') z O..-i ~o~ Li~ Q~i7j w~ ::> I ~ ~d 53 ~ u.: W l.U !:::l ~ .?i~gs (/)0 :r: o CDoo z Z f- ....JCD<:t'-!:lc=:~ 6a~~~S D... UI O....J <(l!)Nod15 .(b<(ZZZ o OC=:OCO O(Y)' (/)~~ <:t...-i ~z:~ ('1')00 ?::136 X';" ~~~ gUJ 000.. . Z l.U 1A 1i! 00 f"Z>- . I ~c=: Z D... D... f- 0 c=: <0 W.W.M. 2-#5 REBAR REINF. SEE PLAN W.W.M. F.F. ~ Z 00:: OW (j)w ZZ <(~ Oz W [1) co ('II ~ l.{) ('II ('II r-- ~ ~ 0) 0 ("I') ~ (0 w w W 0... 0... 0... 3.5" ~ - 0, '0- 8" 4" ~ Q) .n c ~ c .c "- 0 c (!;I r./) >. C :J c:t: ~ :J: Q) --.. :J: :J ~~8 rlLl;~;"iH{iC'J 16" INT. BRG WALL 2 X 4 (ALSO SHEARWALL) SCALE: N.T.S. REV. 9/03 j.. ~; t.. (1) #5 REBAR CONT, 16" STEP DOWN BRG. REV. 9/03 SCALE: N.T.S. HICKENED EDGE REV. 08-20-04 SCALE: N.T.S. STEP DOWN NON BRG. REV. 9/17/03 TH SCALE: N.T.S. ....J ....J ~ :2: UJ t:; l!) o o N ..t ~ o ('I) o o N (j) ~ Z N ~ 0 ~ (j) ~ > o W UJ 0:: :J CJ) ~ o r-l Z o U) 0:: W > DOWELS WI 900 HOOK @ FOOTING - SEE FOUND. PLAN FOR LOCATION BLOCK WALL HEADER BLOCK WI #5 REBAR CONT, @ SLAB LEVEL F.F. DOWELS WI 900 HOOK @ FOOTING- SEE FOUND. PLAN ~ LlJ FOR LOCATION -' u = :::J [1)0... ('II(/) HEADER BLOCK WI #5 REBAR CONT. @ SLAB LEVEL #3 REBAR WI 900 HOOK @ 36" OIC _ I=tN' , _ "':u ........ Z . -, , . -, ~ - ,. y ... ,. . ..I :;E I ('I') DOWELS WI 900 HOOK @ FOOTING - SEE FOUND. PLAN 0... LlJ - FOR LOCATION ::i u = -' [1)0... ('II(/) HEADER BLOCK WI #5 REBAR CONT, @ SLAB LEVEL #3 REBAR WI 900 HOOK @ 24" OIC l=t= '..J ('II -- ........ . ~ o., I ~ Z I ('1'):2: EXTEND W.W.M. INTO HEADER BLOCK, BEND 900 & HOOK OVER #5 CONT, #5 VERT. IN SOLID CELL WI 900 HOOK INTO FOOTING @ 8" O/G OR #7 VERT. IN SOLID CELL WI 900 HOOK INTO FOOTING @ 16" O/G ;~ (of, :2: EXTEND W.W.M. INTO HEADER BLOCK, , BEND 900 & HOOK , ": ~, .': 3- OVER #5 CONT. o. ~. .., ~ J co "iQ . " I . ... .. ."., . \ 16" FINISH GRADE .. .., 8"CMU WALL w 5 ~ ~ Wo ~~~~ ~ - 0 ::> I- ><~Cl::O o ::l lJ.. U o Cl::ozU Zit ::!E ~ c=: c=: 0 c=: f- lJJ Cl:: f- 0 W ::.:: lJ.. lJJ Z ,1"'\ c=: Z I:l:: 0 "-' olJJC=:O <(I- w::S::(/)o f-~ZZ o 0 c=: O ::> lJJ - w 0' ~ ~ ::!E 9 ffl (/) ;g s ..-. '-!:lZ_tt c=: 0 0 0 W5iiiCl::f- 0:: 26JQiJ <( lJJ ~ ffi 0 ::) ?i5~ffi ::l ....J - Cl:: <Yg~1~ (j) ....Jw~O ~~s:~ , ~ EXTEND W.W.M. INTO HEADER BLOCK, BEND 900 & HOOK OVER #5 CONT, #5 VERT. IN SOLID CELL WI 900 HOOK INTO FOOTING @ 5'.4" OIC FOR STEMWALL ~ 4'-8" & @ 2'-0" OIC FOR STEMWALL~ 6'-0" z :2: a ~ '<'"" '<'"" I 0') a WI'- (")1'- (,,)N ....JLt) LLcr, .W <(I'- CL' ~~ <(co I-,!. ~ ~ s> CO ('II ~ FILLED STEM WALL SOLID WI GROUT NOTE: STEM WALL MUST BE BRACED PRIOR TO COMPACTING BACK FILL AS FOLLOWING: OPT. 1: SEE TEMP. BRACING DETAIL BBISl OPT. 2: BACK FILL SLAB ON OUTSIDE COMPACTION DURRING FILL PLACEMENT & TO PREVENT BOWING OF WALL. MAY BE REMOVED AFTER SLAB IS POUR 2 # 5 CONT. ON 3" CHAIR DURO WALL @ 16" OIC VERTICALLY 8" CMU WALL EXTERIOR BEARING j, NOTE: STEM WALL MUST BE BRACED PRIOR TO COMPACTING BACK FILL AS FOLLOWING: OPT. 1: SEE TEMP. BRACING DETAIL BBISl OPT. 2: BACK FILL SLAB ON OUTSIDE COMPACTION DURRING FILL PLACEMENT & TO PREVENT BOWING OF WALL. MAY BE REMOVED AFTER SLAB IS POUR STEM WALL FTG. l-STORY SCALE: N.T.S. Z o. -0 ~> >-.J -ro Ow <(cz::: 90 CZ:::I o(/) ....JI- LL(/) ....Jwa c2~g I-ZW zet: We::::> OW(/) EXTERIOR BEARING STEM WALL FTG. SCALE: N.T.S. RAISED FND. < 72" UNBALANCED FILL HEADER BLOCK WI #5 REBAR CaNT. @ SLAB LEVEL F.F. F.F. I ____---1- ~ I SEE PLAN . - -' ~ - - -'... -..: ':'- I t b. .. ' .. ,. I , , I , , " ..., .. J "f ~ .. " 0.,. ... 0' " : " .. .. : It.." '\ BLOCK WALL ~ DOWELS WI 900 - , , HOOK @ FOOTING - SEE FOUND. PLAN FOR LOCATION FINISH ~ ~ GRADE (of, :2: J, 44" (3) # 5 CONT. ON 3" CHAIR FRONT WALL~ OF GARAGE 1/2" EXP. JT. ALIGN DRIVE WI BOTTOM OF RECESS & PITCH DRIVE PROVIDE 11/2" X 12" SLOPED RECESS AT GARAGE DOOR C/) -I -I - :c >-~ 0:::- 0> 1--1-- zC/} wUJ >0::: ZOU) ~ - ~ --.J ~O ~ ~ ~ ~ ~ Z ~O~ ~ 0030.. I-I~ C\J rr\ W LOLU~ IC\JZ f'- ". 0 ~ '"~ ~ ~ I-- 0 LO 0 S ~-Ift EXTERIOR BEARING EXTEND W.W.M. INTO HEADER BLOCK, BEND 900 & HOOK OVER #5 CONT. STEM WALL FTG. SCALE: N.T.S. RAISED FND. < 96" UNBALANCED FILL , .,--- .r-. ~ ~ z :2: , J ~... .. " W.W.M. #5 REBAR CONT. , (2) # 5 CONT, ,. .' :,'. : 3- ON 3" CHAIR , ~ ~ L.., 0' co , ,y v,. ,. .. ,." ... " ,." , 1 16" } FOOTING @ GAR. DOOR (Y) o o N o 0::: o LL. >< o ('II ~ 0:: a.: lJ.J cz:: z 0 L.LJ z U <! lJ.J o ~ ~ >-0 z J: I- <!~ ~ ~ O 00 lJ.J cz:: Z U L.l.. ::) I- o z I- ~ t;j Cl... Z z :c 6:!gQ ," lJ.J z S!2 ~ a:lw~ 5~~ ,.., ZCZ::O u.. >-3Ci:: >- ~~g " zl-lL. u.. ::s I- ....I O D.. 6 Cii CI) J: I-z - I- o ~ 3 ~ 3.5" CONC. DRIVE wjCONT. JOINTS 10' O.C. TYP. FILLED STEM WALL SOLID WI GROUT FOUNDATION NOTES 3) SOIL: 3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR) 4) CONCRETE: 4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 3000 PSI (NORMAL WEIGHT). 4.2 REINFORCING BARS: ASTM A615 (GRADE 40). 4.3 WELDED WIRE FABRIC (WWF): ASTM A185. 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" BOTTOM AND SIDES. 4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED WITH 6X6 - W1.4 X W1.4 WWF AT MID-DEPTH OF SLAB. 4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 4.8 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4.9 SOIL TO BE TREATED FOR TERMITES PER FBC 2001 SECTIONS 104.2.6; 104.2.7; 1403.1.6, 1503.4.4; 1816; 1916.7.5; 2303.1.4 & 2304 EXTERIOR BEARING @ GAR. STEM WALL FTG. l-STORY SCALE: N.T.S. STEM WALL FTG. 1- STORY SCALE: N.T.S. PROVIDE 11/2" X 6" WIDE FOR 2 PANEL UNITS, 8" WIDE FOR 3 PANEL UNITS @ SGD LOCATIONS ~ 0'.0" FIN. FL. #5 REBAR CONT._______... _...'- _~...,-._ _'....;-._ ... ., )(... ' ." ,. ~ : III. ). ..' ....' ,," 0'-0" FIN. FL. 2"x 6"x 8" LONG W/TAPCON ANCHORS (4) 3/16" x 31/4" CENTER BLOCK @ FILLED CELL D... 0:: o o UJ ~ o I (/) :J l!) o o N SHEET NO. 5-1 (5) 12" BELOW F,F. FOR STEM WALL ~ 6'-0" & 30' BELOW F.F. FOR STEM WALL ~ 8'-0" & > 6'-0" 1 10d x 3" @ 6" O.C. 1 GENERAL MASONRY NOTES: 1. MASONRY UNITS: 1AW ASTM C90 2. MORTAR: TYPE M OR TYPE S 1AW SSC TABLE 1402.8B IS REQUIRED TO BE TYPE M OR TYPE S 3. GROUT: 3/8" MAXIMUM AGGREGATE, 8" - 11" SLUMP 3000 PSI OR ASTM C476 4. CONCRETE: 3000 PSI MIN. COMPo STRENGTH AT 28 DAYS FOR FOOTINGS: 3000 PSI FOR SLABS ON GRADE 5. REINFORCING STEEL: GRADE 40 MIN. AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616,A 70 LAST PLOT DATE:Aphl 11, 2005 @ DOWELS-SEE PLAN FOR LOCATION DOWELS-SEE PLAN FOR LOCATION NOTE: IT IS THE CONTRACTORS RESPONSIBiliTY TO REVIEW All DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL I~ TEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS. OTHER DES!Gf'. PROFESSIONALS' SHOP DRAWI~GS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENT'ON OF DANS CO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 2x4 STAKE W/MIN. 2'-0" PENETRATION INTO SOIL @ EA. FILLED CELL FOR STEM WALL ~ 4'-8" @ 4'-0" OIC FOR STEM WALL~ 4'-8" & < 6'-0" @ 2'-8" OIC FOR STEM WALL> 6'-0" & ~ 8'-0" (2) # 5 CONT. ON 3" CHAIR (2) # 5 CONT. ON 3" CHAIR ....-----..... ~,. , , , I I I I I I , ! , , , , , , \ \ \ I , i I I I I I I I , ,. , , TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. TEMPORARY BRACING DETAIL SCALE: N.T.S. , \, r>.~J 11 '1.0(6 , , , , , STEP DOWN @ PORCH S.G.D. SILL DETAIL STEM WALL FTG. SCALE: N.T.S. RAISED FND. BALANCED FILL 1- STORY BRACING NOTES CD ERECT TEMPORARY BRACING PRIOR TO SETTING & COMPACTING BACKRLL STEM WALL FTG. SCALE: N.T.S. RAISED FND. BALANCED FILL l-STORY @ BRACING TO REMAIN IN PLACE UNTIL POURED SLAB IS FULLY CURED ~ ,. -------.... PLACE SEAL HERE DE #250992 L r PRECAST "U" LINTEL WI 1.#5 CONT, IN GROUT @ OPNGS. 6'.0" & OVER. PRECAST "U" LINTEL ALL OPENINGS UNDER 6'-0". HURRICANE ANCHORS (TYP.) SPLICES 25" MIN. LAP (ACI 530) 10. HOOK (TYPICAL) o STD. 90 HOOK (TYP,) TYP. BOND BEAM 8" x 8. x 16" K.O. LINTEL BLOCK FILL W I GROUT & 1 #5DIA. REBAR MIN. LAP 25" (ACI 530) STD. 90 DEGREE ANGLE W/1 #5 DIA. REBAR MIN. LAP 25" (ACI 530) INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. LAP 25" (ACI 530) 8" x 8" x 16" C,M,U, TYP. DOWEL 25. MIN. LAP (ACI530) SEE FOOTING DETAIL TYP. MONO. FTG. I. SEE FOUNDATION PLAN J FOR LOCATIONS BLOCK WALL/REINFORCEMENT SCALE: N,T.S, 20" MIN. LAP _ VYV. 1 v v V I "~/ :'O<>'v".JOO<,"..:;<XY. " ;;<:)(.../ > 'V'J / V"./'J / V-. 1 "-- #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE #5 REINFORCING BAR ~.., ~ i9. 25" MIN. LAP l' ,o.' XX~':RE~R~=~>r #5 LAP SPLICE '\/'\/"/ J { 36" MIN. LAP { ; ,vv~~~~~~~:~~~;~~^~~^~~ ~~ #6 LAP SPLICE 10" TYPICAL REBAR SPLICE DETAIL #5 STD. 900 HOOK SCALE: N.T,S. A-2 ... EXISTING MASONRY WALL 3/4" GROUT COVER EXISTING FOUNDATION FORM WINON "" '-.i SHRINK GROUT ~ TIE WIRE 3/16" DIA. TAPCONS @ 24" O.C. STAGGERED EXISTING FOUNDATION 3/16" DIA. TAPCONS @ 24" O.C. STAGGERED RETROFIT WALL OVERHANG DETAIL (NTS) ~ A-2 FOR OVERHANGS BETWEEN 11/2" ~O 3 1/2' CD SECTION RETROFIT OVERHANG DETAIL 3-31-04 D.M. N.T.S. .L LINTEL SEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & GROUT MIN, 25" LAP SPLICE (ACI 530) 3 1/2" 3000 P.S.1. CONC. SLAB OVER 6 MIL V.B. OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 W1.4xWl.4 WlvF ~~ '.. . .. '... . .. . <Ii . .. '... . ,. '.. .. ,,~~... ,. .." ,. .." '~w,' . .. . .. . .. ~ '&. ... ..... ..... n I\ON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. SEE FLOORPLAN FOR FILLED CELL LOCATIONS. FILLED CELL: FILL BLK. CELLS WITH GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF Sl:'~ -4) NOTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM. TYP, SHEARWALL SECTION SCALE: N.T.S. 9/16/03 TH ______ EXISTING U-BLOCK W/ 1 #5 CONT. >- 0::: Z o ~ ~ LJ.. o W U ~ I- ::J U ~ U) DRILL 3/4"X 5" MIN. HOLE SET BAR IN EPOXY CAP TO PREVENT LEAKAGE #5X6' EMBEDDED INTO EXISTING U.BLOCK LINTEL SECTION SCALE: FILL CELL FULL HEIGHT WI NON-SHRINK GROUT ~5X6'EMBEDDEDINTO EXISTING FOOTING W U :J a.. U) 0... :5 Lo N DRILL 3/4"X 5" MIN. HOLE SET BAR IN SIMPSON "SET" EPOXY OR EQUAL EXISTING FOOTING RETROFIT FILLED CELL DETAIL 1/2"=1'-0" OVERHANG FILL 1st 4 COURSES SOLID W/GROUT RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/8" TO 11/2' NOTE; F<lR OVERHANGS LESS Tl1AN 3/8' . NO REPAIR REQ'D, CD TYP. TIE BEAM FILLED SOLID WI GROUT & 1 #5 REBAR CONT. FASTENERS (SEE OPT.) USP SPT4 W/6 - 10d X 11/2" STANDARD HOOKS W/25" MIN. SPLICE TYP, FILLED CELL W GROUT & 1 #5 REBAR VERT. 8" C.M,U. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 2" X 4" P.T. WI 1/2" X 8" "J" BOLTS @ 40" O/C (MAX) OR 1/2" X 6" EXPANSION ANCHORS @ 40" OIC (MAX) OR 27/8" HILTI X-ONI NAIL@ 12" O/C (MAX) OR 1/4"~X 3" TAPCONS @ 16" OIC (MAX) ASTENERS (SEE OPT.) NOTE: ANCHORS TO BE 6" (MAX) FROM TOP & BOTTOM FRAME (EXT,jBRG,jSHEAR) WALL TO MASONRY CONNECTION DETAIL SCALE: N.T,S. 1/2"~X 8" "J" BOLT @ 40" O/C SHEAR = 61 PLF 1/2"~X 6. EXPANSION ANCHOR @ 40" O/C SHEAR = 61 PLF 27/8" HILT! X-DNI NAIL @ 12" O/C SHEAR = 140 PLF 1/4.~X 3" TAPCONS @ 16" OIC SHEAR = 198 PLF REV, 8-31.04 TH NOTES: (1) IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, (2) FOR PROJECTS IN HILLSBOROUGH COUNTY, ALL FILLED CELLS MUST BE WITNESS BY A LICENSE INSPECTOR OR AN ENGINEER, MASONRY CODES 5) MASONRY: 5.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 5.2 MINIMUM MASONRY UNIT STRENGTH: fm 1500 PSI. 5.3 MORTAR SHALL BE TYPE S. 5.4 ALL BLOCK CELLS AND CAVITIES BELOW GRADE SHALL BE FILLED WITH CONCRETE WHEN STEM WALL IS GREATER THAN 24" TALL ABOVE GRADE 5.5 FILL CELLS SHOULD BE LOCATED AS INDICATED ON FOUNDATION PLAN. 5.6 LINTELS SUPPLIED BY APPROVED MANUFACTURER: 1) FECP/CAST-CRETE CORPORATION 2) POWER CONCRETE 3) ALLIED PRECAST 4) LOTT DBL. TOP PLATE USP RSPT4 2x4 CRIPPLE STUDS @ 16" OIC BETWEEN HEADER & TOP PLATES W/USP SPT24 @ TOP & BOTTOM (U.N.O.) WHEN APPLICABLE. USP MSTA24 '-OPENING~ HEADER PER PLAN 2x4 P.T. CRIPPLE STUD ATTACHED TO MASONRY PER DETAIL 3U/S2 03/30105 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION), THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. HEADER / WALL CONNECTION SCALE: N.T.S. o -.J -.J ~ 2 O~ OW CJ)W 22 <!~ 02 W ~ o ~ 2 o CJ) 0:: W > ('I') o o N CJ) ~ Z N ~ 0 ~ CJ) ~ > o W W ~ ::J (/) (/) lJ.J ::;;; a:: W .J'6 ~f2 ,,~lJ.Ju..f- '-J ::;;;o::;;;z xiliO:J I- osB:8 o a:: 0 z U z ~~~5 W ~fE~z ~ ~t5~8 <! lJ.J~(/)0 I- b~6~ o :J lJ.J - lJ.J o ~ ~ ~ ~ u.. ~~~B: <tOOo W f-ilia::f- o Z 0 ~ 0::: 1rlJ.J-u <! lJ.J~~g :::> ~ozco ~ ....J - o 0.....J . a:: (/) ~ ~ ~ CJ) ....J lJ.J ....J a <i~~~ U) -.J -.J - :c >-~ 0::- 0> 1-1- ZU) wW >0:: zO -~ ~O gj~ oMO 00 I-.J ~ al ~ IC\J~ ~C\J~ ~.- m L() 0 ?- 0M -.J 3 en o o N .N I'- 00 u.. G " l!)ffi OUJO ~O'l ~ai=! ,l!) ffi1E[g <('<t c...(/):I: o~ ~:E~ OCM c...~c... O...-i ~o ~ u:~ Q~17! I I lJ.J~ ~ I ~ ~d 8 ~ u.:: UJUJ ~ I..lJ CI:::I: a:: ro <tf-O (/)0 :r: 9 ~~ Q ~ ~ ..JoO'l(/)UZ o l!)~::l:J 0... l!) N . a:: <(~ OelO ,~<(zzz o~u<t~o o ('I') (/):iJ f= '<t...-i ""'zu ('1')00 ~;;:;:J ~ ~.....o x, ~:'5 ~ orow aoc... Z uUJ '0 iM(/)a:: O:r: lJ.JZ>- 0..:1l. ~C!S~ o L[) 00 N '<t L[) N N I'- ~ '<t m 0 ("I') '<t ill W w W D.. D.. D.. E:.D Q> .0 C ~ C .c ..... 0 C '-' rJ) >. C ::J c:( ~ J: iJ) ~ J: ::J E ,~ ~ ~~8 o -.;t ..- ..- I 0') o to I'- ("')1"- ("')N ..JU;> LJ..O') .to <tl"- 0..' ~~ <tC? 1-..- z o. -0 ~> >-.J -c:c Ow <to:: 90 0:: I QU) ..JI- LJ..U) ..JWO ~~g I-ZW Zot: Wo:J OtOU) cz:: a..: w cz:: W zO zU <:( w () ~ ~ >-0 z ::c I- <:(U) ::J Z 0 - ~ 00 w cz:: Z ULJ.. :::l f- o z I- o w cz::U) I fri6z cz::uQ ~ IJ.J Z ~ CIl IJ.J > f- t::: 0 0_", 0:: zCZ::o >-3- >- '" 'w cz:: ~::cg c.. z f- LJ.. :5 I- ....J 0 Il.g~ ~2=S! () ::c-w f-3u 0... 0::: o U w ~ o I U) ::J l!) o o N @ NOTE; ITS THE CONTRACTORS RESPONSIBILlIY TO REVIEVV ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE F<lR THE STRUCTURAL INTEGRW OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, COWRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANS CO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ~ , / / / I I I I I I I I \ \ \ \ \ \ , , , (V) o o C'J o c::: o w LL ~ >< ~ 0 Z Z ~ ...J 0... SHEET NO. 8-2 LAST PLOT DATE: April 11, 2005 ------.... , , , , \ \ \ \ \ , \ I I I I I I I / / , , '- ~.. -. - - ... PLACE SEAL HERE DE #250992 . r AFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U.L1NTELS 1.0 o o No:> l.L.."":~ I'- O'l 0 S3 a' l!)tO ~O'l ~a~ ,l!) ffi 1l: ~ ~<t Cl..(/)I otO ~i~ 0:: c:;) Cl.. ~ Cl.. O...-i ~a ~ u:~- Of-W - ...z (/) I I w~ ~ I~ ~dS3 () L.L.: llJ W ~ ~ ex: I CI:: ro <(f-a to ~~~ gtO~t:'<(~ 6 8~ ffj~ ~ 9.: l!)N a . ex: ..... S at:' a , ~ z: Z '1 U<(-CO o ~ (/)ffiQ o ('I') t:' c.u f- <t...-i zzU ('l') ~ ~~ ~ ><, <(~a o I.J.J ex: ex: Q)z aa!:b . 0 w~ ex: q::c [fl~~ 0.. 0.. ~ a <( <0 U -.J -.J @ @ @ SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-L1NTELS '-' 2 00:: UW (f)W 22 <!'-' 02 W SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-L1NTELS l!) 00 N ~ l!) N N t'- ..-1 '<;j" (j) 0 ('I") '<;j" (D w W l.J.J n. n. n. ~ Q) ..0 C ~ C ..c 0 c ~ rJ) ;>., c ~ Q) :::l m ::c Q) 1 ::c :::l E c ;>., .- :::l ,\,-m ~ ..c aDD %~~~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8F12-H 8Fl6-H 8F20-H 8F24-H 8F28-H 8F32-H LENGTH * 8F8-2T 8F12-2T 8Fl6-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'.10" (34') PRECAST 1972 3173 4460 5747 7034 8321 9608 1569 2524 3547 4569 5591 6613 7636 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1363 2192 3079 3966 4853 5740 6627 4'-{)" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 4'-6" (54') PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 1016 1632 2290 2949 3607 4265 4924 5'.4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 909 1492 2093 2694 3295 3897 4498 5'-10" (70") PRECAST 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 727 (23) 1021 1634 (12) 2102 (11) 2571 (10) 3039 (10) 3508 (9) 7'-6" (90") PRECAST 727 1166 1634 2102 2571 3039 3508 9'.4" (112") PRECAST 591 680 1133 (15) 1471 (15) 1811(15) 2152 (16) 2494 (15) 591 851 1326 1705 2084 2463 2842 530 552 914 (15) 1185 (151 1458 (15) 1732 (15) 2007 (15) 10'-6" (126") PRECAST 530 686 1183 1526 1865 2204 2544 474 485 798 (15) 1034 (151 1272 (15) 1510 (15) 1749 (15) 11'.4" (136") PRECAST 494 599 1028 1422 1738 2053 2369 470 (9) 441 723 (14) 936 (14) 1151(15) 1366 (15) 1582 (15) 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 418 (15) 373 606 (14) 783 (14) 962 (14) 1141(14) 1321 (14) 13'4" (160") PRECAST 428 455 770 1145 1444 1718 1993 384 (15) 346 559 (14) 723 (14) 887 (14) 1052 (14) 1218 (14) 14'-{) " (168") PRECAST 410 420 709 1050 1434 (8) 1694 (8) 1954 (7) 239 323 519 (13) 671 (13) 823 (13) 976 (14) 1129 (14) 14'-8" (176") PRESTRESSED 246 390 655 968 1324 (8) 1625 (11) 1874 (11) PRESTRESSED 224 302 485 (13) 626 (131 767 (13) 909 (13) 1052 (13) 15'.4" (184") 230 364 609 897 1224 (8) 1562 (14) 1801 (14) 187 255 404 (12) 520 (12) 637 (12) 754 (12) 872 (12) 17'-4" (208") PRESTRESSED 192 303 500 732 993 (8) 1268 (14) 1470 (14) 19'4" (232") PRESTRESSED 162 222 347 (11) 446 (11) 546 (12) 646 (12) 746 (12) 166 261 424 616 831 (8) 1057 (14) 1225 (14) 21'-4" (256') PRESTRESSED 142 198 306 (11) 393 (11) 480 (11) 567 (11) 654 (11) 142 230 369 531 713 (7) 903 (13) 1046 (13) 22'-{)" (264") PRESTRESSED 137 192 295 (10) 378 (11) 461 (10) 545 (11) 629 (11) 137 221 354 508 681 (7) 861 (13) 997 (13) 124 175 267 (10) 341 (10) 416 (10) 491 (10) 566 (10) 24'-{)" (288") PRESTRESSED 124 200 316 450 600 (7) 7 56 (12) 875 (13) %~~ SAFE LOAD PLF ~ REINF. LENGTH * 8U8 8F8 CMU** 2'-10" (34") PRECAST 1293 1642 2135 3'.6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'.4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'.6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'.4" (112") PRECAST 326 512 227 10'6" (126") PRECAST 284 401 178 11'4" (136') PRECAST 260 452 152 12'.0" (144") PRECAST 244 402 135 13'.4" (160") PRECAST 217 324 109 14'.0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N,R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N,R, 194 63 19'-4" (232') PRESTRESSED N,R, 148 51 21'.4" (256') PRESTRESSED N,R. 125 42 22'--0" (264") PRESTRESSED N,R. 116 39 24'--0" (288") PRESTRESSED N,R. 91 33 %~~ SAFE LOAD - POUNDS PER LINEAR FOOT 8FB--OB 8F12-DB 8F16-CiB 8F20-CiB 8F24-CiB 8F2B--OB 8F32.0B LENGTH * 8U8 8F8-1B 8F12.1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32.1B 3069 4605 6113 7547 8974 10394 11809 2'.10" (34") PRECAST 2231 3069 4605 6113 8974 10394 7547 11809 3069 3719 5163 6607 8054 9502 10951 3'-6" (42") PRECAST 2231 3069 4605 6113 8974 10394 7547 11809 2561 2751 3820 4890 5961 7034 8107 4'-0" (48") PRECAST 1966 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1969 2110 2931 3753 4576 5400 6224 1599 2189 4375 6113 7547 (7) 8672 10294 11809 1349 1438 1999 2560 3123 3686 4249 5'.4" (64") PRECAST 1217 1663 3090 5365 7547 (36) 7342 (19) 8733 (19) 10127 (19) 1105 1173 1631 2090 2549 3009 3470 5'.10" (70") PRECAST 1062 1451 2622 4360 7168 (45) 6036 (19) 7181 (19) 8328 (20) 6'-6" (78") 1238 2177 3480 3031 3707 4383 5061 PRECAST 908 1238 2177 3480 5381 8360 1039"37) 8825 (14) 1011 1729 2632 2205 2698 3191 3685 7'-6" (90") PRECAST 743 1011 1729 2661 3898 5681 8467 (44) 6472 (15) 9'4" (112") PRECAST 699 1160 1625 2564 3486 2818 3302 554 752 1245 1843 2564 3486 4705 (37) 6390 (47) 535 890 1247 2093 2777 2163 2536 10'.6" (126") PRECAST 475 643 1052 1533 2093 2781 3643 (38) 4754 (45) 582 945 1366 1846 2423 3127 4006 11'.4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 540 873 1254 1684 2193 2805 3552 12'.0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 471 755 1015 1428 1838 2316 2883 13'4" (160") PRECAST 296 471 755 1015 1428 1838 2316 2883 424 706 1002 1326 1697 2127 2630 14'.0" (168") PRECAST 279 442 706 1002 1326 1697 2127 2630 NR NR NR NR NR NR NR 14'.8" (176") PRESTRESSED N,R, 458 783 1370 1902 2245 2517 2712 PRESTRESSED NR NR NR NR NR NR NR 15'-4" (184") N,R, 412 710 1250 1733 2058 2320 2513 NR NR NR NR NR NR NR 17'-4" (208") PRESTRESSED N,R, 300 548 950 1326 1609 1849 2047 19'.4" (232") PRESTRESSED NR NR NR NR NR NR NR N.R. 235 420 750 1037 1282 1515 1716 21'.4" (256") PRESTRESSED NR NR NR NR NR NR NR N,R. 180 340 598 845 1114 1359 1468 22'0" (264") PRESTRESSED NR NR NR NR NR NR NR N.R. 165 315 550 784 1047 1285 1399 NR NR NR NR NR NR NR 24'.0" (288") PRESTRESSED N.R. 129 250 450 654 884 1092 1222 o ('I') o o ~ (f) ~ 2 ~ 0 ~ (f) ~ > o W w 0:: ::> U) U) o ~ z o (f) 0:: W > o llJ ~ ex: ~ s: l.L.. ~ ~ a ~ ex: a l.L.. ts z <( ~ f- ;:: ~ W a ~ a (/) a z z a <( ~ ~ llJ i2 ~ l.L.. a a ex: f- a ::.::: ffi g f- ....J Z IJJ -:ex: Vl a ....J " ....J C'I ~ ~ o l.L.. .J'a u.J ~ l.l.J U ~ 9 L- >< ~ r-- a O x ~ :l... a Z ~ ~ W ~ EE '-' <( z <! 53 i! ~ 5;:: o 6 ~ O (/) <( " l.l.J (/) ..... t:' Z W ;:: Q a (/) 0:: s: 15 <!c.u ~ ::J ~ a r"'.J ~ ....J (f)\J g ~ ::l ;j; <( a o -.t or- 0r- , (j) o to I'- c<'ll'- c<'lN ....Jlf) IJ...m .to -<I'- 0..' ~~ -<co f-".!. o z o. -0 ~> >....J -ro Ow ~~ -0 ~I O(/) ....Jf- IJ...(/) -.Jwo ~s:g f-zW zot: Wo:::l UtO(/) @ @ ELEV, (I) (B,O.L, @ 7'-4" A.F.F.) @(T,O.B,@ 11'-0. A.F,F, ELEV,II) (T,O,B. @ 10:-8: A.F,F" ELEV, III) (T,O,B,@ 12.4 A.F,F" ELEV, IV) @ @ (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL (**) SEE SAFE LOAD TABLE NOTES 5 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR, SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL (/) -I -I - :c >- $ (Y) w 0 0::: a.: LLJ 0::: 0:: - 0 lLJ zo > zU <( w 0 ('\J () ~ ~ J- >- 0 r- z J: (/) 0 I- <t;rJ) :J Z ~ ~ w e::: 0 00 W 'W 0::: 0:: 0 2 uu.. :J I- > oz () LL I- ow ill 0:::rJ) Z a..Zz ~ >< ::c woo Cl::u- - ~ 0 (!J wz~ ~ cow> ~O I-r:a Z o-<t; 0::: zO:::o gj~ >- 3: - Z >- <t; iJ.J 0::: ~ J: g ~ a.. z I- u.. ~ () ::s I- ...J ...J 0 a..6~ 00 ~~~ Q.. () J: - W '-I l-3:u NCO SHEET NO, 0.. ~ LO 0 , NZ S-2A u I.J.J I'- N ::5 ~ 0 ~ Q.. I (/') ~ J- m ::> l!) L()O~ 0 0 N ~ -.J ::J LAST PLOT C0 DATE: April 11, 2005 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE LATERAL LOADS FOR 8' PRECAST wi 2" RECESS DOOR U-L1NTELS SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LlNTELS SAFE GRAVITY LOADS FOR 8" PRECAST wi 2" RECESS DOOR U.L1NTELS #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR %~~~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8RF6-H 8RFlO-lT 8RFl4-1 T 8RF18-H 8RF22.H 8RF26-1 T 8RF30-lT LENGTH * 8RF6-2T 8RF10-2T 8RFl4-2T 8RFl8-2T 8RF22.2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'.4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54') PRECAST 867 1675 2525 3374 4224 5074 5924 675 1301 1960 2618 3277 3935 4594 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 570 1097 1651 2204 2758 3312 3865 506 797 1462 (8) 1952 (7) 2442 (6) 2931 (6) 3257 '1'-6" (90") PRECAST 506 967 1462 1952 2442 2931 3421 9'-8" 395 491 931 (12) 1301 (15) 1640 (15) 1980 (15) 2322 (16) (116") PRECAST 395 589 1135 1514 1893 2272 2652 %~~ SAFE LOAD PLF ~ REINF. LENGTH * 8RU6 8RF6 CMU** 4'.4" (52") PRECAST 758 757 1365 4'.6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'.10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7'.6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 %~~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8RF6-OB 8RF10.0B 8RF14-0B 8RF180B 8RF22.0B 8RF26-0B 8RF30-0B LENGTH * 8RU6 8RF6-1B 8RF10-1B 8RF14-1B 8RFl8-1B 8RF22-1B 8RF26-1B 8RF30-1B 1749 3355 3280 4349 5421 6493 7567 4'.4" (52") PRECAST 1635 1891 3699 5206 8060 9479 6639 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 5206 6639 8060 9479 10893 920 1770 1716 2277 2839 3402 3966 5'-8" (68") PRECAST 866 1167 2481 4567 6389 8060 (34) 7917 (19) 9311 (19) 5'.10" (70") PRECAST 859 1653 1600 2124 2649 3174 3700 810 1113 2342 4242 6639 (10) 8060 (39) 7402 (19) 8706 (19) 901 1825 3120 5048 7747 9448 7360 6'-8" (80") PRECAST 797 901 1825 3120 5048 7915 9479 10893 (32) 755 1490 2459 3776 5743 7239 5623 7'-6" (90') PRECAST 669 755 1490 2459 3776 5743 8998 (19) 10893 (48) 9'.8" (116") 466 999 1568 2253 3129 4091 3146 PRECAST 411 526 999 1568 2253 3129 4150 5891 (47) ....J <( ....J ~ <( o Z I- <( ~::c O~ ~ Zw l!) = ::c Li> roO ..-1 ..-1 LINTEL SCHEDULE C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY J 7 5/8" 1. BOTTOM REINFORCING ACTUAL' PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) TYPE DESIGNATION IF = FILLED WITH GROUT I U = UNFILLED r QUANTITY OF #5 REBAR AT I BOTTOM OF LINTEL CAVITY 8F16-1 8/1 T NOMINAL WIDTH J J LQUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP .:,'-Q:'" ~ ':"-Q.'- 8FB-1B/OT @ 8F16-1 BIn BF16-0B/n o @ (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO, 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL (**) SEE SAFE LOAD TABLE NOTES 5 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE ~OTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL (*) LENGTH = OVER ALL LENGTH OF LINTEL I MATERIALS . f'c 8" precast lintels = 3500 psi . f'c 8" prestressed, 6" and 12" precast lintels = 6000 psi . f'c 4" precast lintels = 3000 psi . Grout per ASTM C476 f'g = 3000 psi wi maximum 3/8 inch aggregate and 8 to 11 inch slump. I ENGINEERING I SPECI FICA TIONS I PRODUCT DESCRIPTION I High strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units. I GENERAL NOTES . Concrete masonry units (CMU) per ASTM C90 with minimum net area compreSSive strenght = 1900 psi . Rebar per ASTM A615 Grade 60 · Prestressing strand per ASTM A416 Grade 270 low relaxation . 7/32 inch wire Jier ASTM A510 . Mortar per ASTM C270 Type M or S NOTE: THE LINTEL PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LLC, IS INTENDED TO BE USED FOR STRUCTURAL INFORMATION ONLY. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLAN OUR CALC- ULATIONS ASSUME A 16" (NOM.) DEPTH BETWEEN THE TOP OF THE TIE BEAM AND BOTTOM OF THE LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED BETWEEN THE LINTEL AND TIE BEAM IS FOR THE LOCATION OF THE TOP OF OPENING ONLY AND IS BASED ON THE ELEVATION PLAN. IN THE EVENT OF A DISCREPANCY THE ELEVATION PLAN SHALL TAKE PRECEDENCE. WE ARE NOT RESPONSIBLE FOR LINTELS PLACED AT THE INCORRECT HEIGHT. NOTE: IT IS THE CONTRACTORS RESPONS'BILl1Y TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTiON BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRI1Y OF THIS PROjECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIOI\ALS' SHOP DRAWIf-,GS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWIf-,GS MUST BE BROUGHT TO THE AITENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCETv1ENT OF CO'-iSTRUCTION. I SAFE LOAD TABLE NOTES 1. All values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20 % if bearing length is less than 6-1/2 inches. 2. N.R. = Not Rated. 3. Safe loads are superimposed allowable load. 4. Safe loads based on Grade 40 or Grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing additional reinforced masonry above the precast lintel. See Reinforced CMU on Page 4. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. Cast-in-place concrete may be proVided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos. 03-0605.05 and 03-0605.04 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: Applied vertical load Applied horizontal load 1 0 + < . Safe vertical load Safe horizontal load 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from next longest length. 10. All safe loads in units of pounds per linear foot. 11. All safe loads based on simply supported span. 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: 7'-6" lintel Type 8F32-1B safe gravity load = 6472 (15) wi 15% reduction => 6472 (.85) = 5501 plf 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with architectural andlor structural drawings. 4. U-Lintels are manufactured with 5-1/2 inch long notches at ends to accomodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of lintel cavity. 7. 7/32 inch diameter wire stirrups are welded to the bottom steel for mechanical anchorage. .........-----.... ~ , , , / / I I I I / I I \ \ \ \ \ \ \ , , .... ...., .... .... , , \ \ \ \ \ I I I , TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "8" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. / I I I I / / / SIGI\ED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ........-----"'" L PLACE SEAL HERE DE #250992 r 40' O' - 12'-0" - 28'-0' ~ l!) ("") ~ V ~ ~ ~ 0 0 ]'liii; 0 0 0 ~ J' Ilf " ~ ~ / IJV r-- r-- ~ ~ r-- r-- ~ ~ ~ r-- ~ r-- ~ r-- 0 0 0 0 0 0 0 0 0 0 0 0 0 ..., ..., ..., ..., ..., ..., ., ., ., ., ., ., ., ~ J\I-51 ~ A~ JV,j ~ F- F- f9.., Jl,OI " / J05 f 01 " H02 / " H03 / ~ <:c " / "" H04 " / ~ / F- N H05 / - "" 14'-3/4' / 13'-31/4" "- Hoe / / ~I--IM / ~ 'r / T~/ ~ N '" T01 .... Cf) ...J T01 ~ ;i <:c s ~ -q- <xl 0 T01 -q- z ~ ~~ H 1,.( "" ~ /H13 ~ 21'-4' / "" 18'-8' / H'I? "- / H11 ~ING WALLS ~ / /'" " N / .... ~ H10 <xl / / ~O9 ~ " ~ m .... / / H~ ~ / T03 '" " OM JOB / ~ ' V<J" ~ ~ ;'!: ~ ~ ~ ~ ~ 9 JC~ r-- r-- ~ r-- r-- r-- r-- r-- ?/~ 03A !=? 0 0 0 0 0 0 0 0 F- ., ., T02A ..., ..., ..., ..., ..., ..., " r-- Jch / 01A T02 " , ~ 17 0 ("") l!) I ~ ("") (; " ~ ~ ~ 0 ., 0 0 T02GE ..., ..., ., ., .... .... .... .... @ 54 14 '-{)" 7'-4" 18'-8' - - -< - 12'-11" g'-6" 17'-7' - ~ 40'-0' ~ <xl -q- ALL UPLIFT CAPACITIES ARE BASED ON USP-2004 CATALOG TRUSS JOINT UPLIFT CONN. FASTENERS** DETAIL TYPE LOCATION (LBS) MANUF. CONNECTION QTY CAPACITY PER CONN. LEFT 594 USP HTA 20-18 1 1200 10-10d x 11/2" HOl INTERIOR 1980 USP HTW20 2 2630 40-10d 5.1-U/S7 RIGHT 1386 USP HTA20 1 1500 13-10d x 11/2" LEFT 743 USP HTA 20-18 1 1200 10-10d x 11/2" H08 INTERIOR 1683 USP HTW20 2 2630 40-10d 5.1-U/S7 RIGHT 940 USP HTA 20-18 1 1200 10-10d x 11/2" NOTE: ALL OTHER TRUSS BRG, CONNECTIONS ARE USP HTA 20-18 OR EQUAL FOR MASONRY; USP RT 16 OR RT THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY USP HTA 20-18 1 1200 10-10d x 11/2" TIMBER COMMON USP RT 16 1 945 16-8d x 11/2" HIP JACK USP RT 7 2 1170 20-8d HUNG USP HUS26 1 1925 20-16d * Double connectors to placed diagonally to each other. ** Do not drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss, *** Mounted vertically. 2 x CONNECT TO HEADER W/ 10d NAILS 12" O/C STAGGERED 2 ROWS .SECTlON A-A HEADER 1/2" DRYWALL 2 x 45 DIAGONAL BRACE(S) 6" -rt HEADER CRIPPLE STUD 2 x 45 DIAGONAL BRACE AT EA. FACE OF ARCH WI (3) 10d NAILS AT EA. END (4) 10d NAILS INTO 2 x BRACEI BLKG. 2 x SOLID BLKG. (FULL WIDTH OF WALL) BTWN. ARCH FACES W (4) 10d NAILS INTO 2 x INTERIOR ARCH DETAIL REV. 8-4-{)4 TH. NOT TO SCALE L PRE-ENGINEERE WOOD TRUSSES INIMUM 2"x4' CROSS BRACING (SEE PLAN FOR LOCATIONS) 3) 12d PER JOINT OVERLAP TRUSS BRACING . T LEAST TWO TRUSS SPACE 20'-0' MAX 20' -{)" MAX 6' OVERLAP r r .. "X' BRACE SE~ ,..-CONTINUOUS BonOM CH J DETAIL 2/S3 j BRACING 2 X 4 MIN, SEE D T ~ f\ / II EP, - - - - ~ < '" [ - - - - "- ~ b " .... - - - - > < '" [ - - - -~ ~ -~ /v b .... > < ~ / [ - - - - / ~ b V ..... - - - - ) < ~ d IT - - - w E: L TOP & Bon EE TRUSS MANUFACTURER'S TRUSS ENGINEERING RD AIL 3IS-3 d w '0.: ~ ~ 'r 9 ;r 9 ;r MINIMUM (2) 16<:1 PER JOINT CONTINUOUS BonOM CHORD BRACING 2 x 4 MIN, INIMUM 2x4 TRUSS BRACING o z w g" I 9 ;r 9 ;r 9 <0 . 0.: :r ~~ -q- d w CROSS BRACING DETAIL (TYP.) SCALE: N,T,S, REVISED 8122/03 TH. TRUSS BRACING OVERLAP DETAIL(TYP.) SCALE: N,T,S, REVISED 8/22103 TH, 4" MIN. EMBEDMENT SEE SCHEDULE FOR SIZE AND QUANTITY OF FASTENERS JOB NUMBER: R18601 CUSTOMER: USH CORPORATION JOB NAME: OXFORD 2000 ELEV. III DRAWN BY: TM DATE: 12-06-2002 PITCH: OH: 16" sa BEARING: 8" LOAD: PSF WIND LD: 120 MPH WDM: ASCE-7-98 CONDITION: ENCL. EXPOSURE: "B" mid-state truss CO., inc. 3125 Reynolds Rd" P.O. Box 1606 Eaton Park, Florida 33840 813-665-1309 /1-800-940-8787 10'-4" BEARING HGT. 1-PL Y TRUSS = USP HUS-26 2-PL Y TRUSS = USP THDH210-2 3-PL Y TRUSS = USP THDH210-3 VAULTED - OR - SKEWED TRUSS USP LSSH31 8'-0" BEARING HGT. 8'-0" FLAT CEILING 2,5/12 VAULTED CEILING 10'-4" FLAT CEILING TYPICAL HTA 20-18/ HTA 20 INSTALLATION TYPICAL RT16 INSTALLATION 2 x 8 P.T. BUCK-CONNECT TO BLOCK W/ 3/16" x 3 1/4" TAPCON ( 11/4" MIN. EMBEDMENT INTO BLK.) .SECTION A-A X'MAX, 4 SOLID BLKG, AT TOP BTWN. ARCH BLKG. & BUCK 3/16" x 3" TAPCONS 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL- 2 x 8 45 DIAGONAL BRACE(S) BUILT UP PLWD. BUCK- SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/8d NAILS INSTALL WOW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS rSd ~AILS AT 8' o.c AT BUCK LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. CUT HOLE IN O.S.B. FOR POLY-CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACEI BLKG. 2 x 8 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON PER WOW. I~STALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH EXTERIOR ARCH DETAIL REV 8 -04 -04 TH NOT TO SCALE HARDWARE LIST CLIENT NAME: US HOME TAKE OFF BY: A.S. MODEL: Oxford 2003 - USP CH ECKED BY: J.B. QTY PER QTY PER ELEV ELEV DESCRIPTION III DESCRIPTION III USP SPT22 29 HARDWARE (BOLTS) SPT24 41 SPT4 3 1/2" x 8" J Bolt (or) 9 HTA 20-18 88 - 1/2" x 6" Expansion Anchors 9 HTW 20 4 - 2-7/8" "Hilti" Nails 24 RT 16 27 - 1/4" x 3" Tapcons 18 RT 7 8 RSPT 4 6 1/2" X 8" A307 A.B. OR 20 MSTA24 6 1/2" Dia. X 6" Titen H .0. 20 MSTA36 2 1/2" x 8" Anchor Bolts 18 l TS 19 5 5/8" x 7" Wedge Anchors 2 HTT22 2 3/4" Wedge Anchors 2 MSTA36 8 3/8" x 11/2" Steel Lag Bolts 12 MTW12 3 MSTA30 3 lSTA30 5 LTS 20B 4 HUS28-2IF 2 NOT 1) S CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T. BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB, OM CHORD GABLE END BRACING @ 4'-0. O,C, MAX. FOR FIRST (4) ROWS OF TRUSSES REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER HIB 91 SCALE: N.T.S, REVISED 8/22103 TH, TYPICAL HUS INSTALLATION 3/4" "J" BOLT WI 6" MIN. EMBEDMENT HTA 20-18/ HTA 20 INSTALLATION @ MID SPAN TYPICAL MUGT15 INSTALLATION "l" BRACING REQUIREMENTS STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6" SPACING "L" BRACE "L" BRACE "L" BRACE "L" BRACE 16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 121-0" 12'-0" - 16'-0" 24" 0'.0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 1 0'.0" 10'-0" - 14'-0" SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. 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ANY DISCREPANCY BElWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DAAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWI~GS MuST BE BROUGHT TO THE ATIENTION OF DANSCO ENGINEERI'JG, llC PRIOR TO THE COMME.NCEMENT OF CONSTRUCTION, L[) 00 N '<t L[) N N I'- ri '<t 0) 0 ('I') '<t CD W W I..L.J Q.. Q.. Q.. (Y) 0 0 LlJ N 0 0 ..... 0:: 0 0 Z w LL ..... ~ >< :c <{ 0 ~ Z cr: ......... z >- - <{ 0.. > --.J 0 W --.J 0.. 0 W '-" SHEET NO. o z ~ <( cr. LL LL o ~ LAST PLOT DATE: April 11, 2005 5-3 ~ '" , , / , , I I I , , I I \ \ \ \ \ , , , , , , , , , \ \ \ \ I I I , I PLACE SEAL HERE DE #250992 APR 1 1 2((i5 ,: I I / , '" ~'" ..........-----.... r SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" 2X4 SPF BLOCKING @ PANEL EDGES - NAIL SHEATHING @ 4" O.C, STAGGERED w/ 8d USP LST A30 - STR BLKG. @ 1st TRUSS ~, I , I ' , , ' , ' , ' , ' , ' , , , , , 2x4 SPF CROSS-BRACE @ 48" O.C. - NAIL w/3- 10d AT EACH END & AT CROSSING AT 45'z.ANGLE , , , CONTINUOUS 2X4 SPF : ~Af\JN1NG (4) TRUSS ~'BAYS (8 FT) NAILED TO 2X4 SPF BLOCKING : ~4 BLOCKING @ 4" O.C. BETWEEN TRUSSES~~'W/12d & 2-12d TO CHORD @ 48" O.C, MAX. : I I , , , , , , , , , , , , , , , , , , , , , , , , , , , , , I 1/2" MIN. DW CEILING NAILED w/5d COOLER NAILS @ 7" O.C, , , , , , , , , , , , , , , NAIL DEADWOOD TO TOP PLATE w/16d @ 4" O.C. 4 BAYS . GABLE END BRACING w/o VOLUME CEILING SCALE: 3/4" = 1'.0" .L REV, 8/31/04 T.H, , . I , . USP RT16 @ OOKOUT RAFTERS IF APPLICABLE STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD 10d @ 4" O.C. 7 GABLE TRUSS NAIL TOP OF "T" TO GABLE TRUSS /2-12d & (1) USP MTW12 w/14-10d x 11/2" NAIL TRUSS BOTTOM CHORD TO 2X4 DEAD- WOOD w/16d @ 4"0.C. USP MSTA30 w/22-10d @48" O.C. FRAME WALL 2x4 @ 16" O.C. (TYPICAL) GABLE TRUSS "L" BRACE W/1 Od @ 4" OIC (SEE SCHEDULE ON S3 FOR SIZE AND LOCATION) .. ~DBL. TOP PLATE CaNT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0. - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION USP MlW12 8/23/04 SCALE: N.T,S. USP SPT24 @ EACH STUD TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ~ o Z 00:: UW CJ)W ZZ <t:0 aZ W ~ o . ~ Z o CJ) 0:: W > ('I') o o ~ CJ) N Z ~ 0 ~ CJ) ~ > o W UJ 0:: ~ (/) ~ w ~ 0:: wi5~~ w ';;: w . 1"'\ "- ~ z ...., ~Qo::J I- ~~tE8 O Cl:~zU Cl.. w <:( Z ~~~5 W ~a:l--z ..... w 0 ~ .... 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I :J E ,S; ~ ~~6 o v ..- ..- I 0') o (,01'- (")1'- (")N ....JI.{) l.L.o, <~ 0..' :2:~ ct:CO I-.,.!. z 0, -0 ~> >....J -ro Ow (!StY: -0 CJ:::I O(/) -.JI- l.L.(/) ....Jwo ~~g I-ZW Z I- w05 u55(/) o::~ W 0:: zO lJ.J ;;:::U <(W o ~ ~ >-0 ;;:::J: I-<(~ ~ ~ 000 LLJ 0:: Z U L.L.. :JI-- Oz I- ~ ~ a... Z -.I ::c LLJo'" 0:: U Q ," LLJ Z ~ \"J a:l LLJ ~ 5~~ tv' zO::o L.L.. >- 3: - >- <(LLJ~ ~:C-l Z .... u.. Q.. 55~ O a... 0 0:: (/)J:~ O :i:!::w ....3:u n... 0:: o () UJ ~ o I (/) ::) l!) o o N @ NOTE: IT IS THE CONTRACTORS RESPONSiBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL I~ TEGR,TY OF THIS PROJECT ONLY. ANY DiSCREPANCY BETWEEN FIELD CONDITIONS. OTHER DESIGN PROFESSIONALS' SHOP DRAWlto.GS, CONTRACTORS' BU'LDI\lG METHODS, AND T'1ESE SIGNED AND SEALED DRAWlto.GS MUST BE BROUGHT TO THE ATTENTION OF DA!',SCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NCO I'-O'l l!)U) ~O'l Il!) c:(-t 0<D ii:M' O...-i ~~ l.C) 00 C\l ~ l.O C\l C\l f'o- ~ ~ ~ g w w w 0..: Q.. Q.. PLACE SEAL HERE DE #250992 (V) o o N o a::: o w LL 2 >< -- <( 0 Z Z o Z t;;: <( (ij ...J -..J 0- W -...- -..J HEET NO. <t: tJ:j S-4 a (!J Z u <( 0:: LAST PLOT OJ DATE: April 11, 2005 , , , , , , , , \ \ \ I \ ! , , , , I I I I I I I I I I \ I \ \ , , , , , , , , i APR 1 t ((ffi I I I I I , , , , ~; ....------... I u") o ON' ~ -.J I'- co u..G' -.J l!) ffi 0 llJ c.i ~O'l ~O~ .l!) ffig:~ <1:'<t c..",I 0<.0 ~J:~ 0:- c..f-c.. g ~ ~6 ~ LL.~ Q~m llJ ~ :) I~ f!:d63 () u..: llJ W ~ ~ Cl:I Il:: en <( f- 0 "'0 I O<.OcoZZf- .....J<.O'<teJ<t:~ 68ffifi3~~ a..l!)NO .Il:: <1:'<t.....OeJO '<.OU~~Z 0_ ",:50 0('1') eJwi= '<t...-i zzg ('I') ~ ~0 0 ~' r:i f5 ~ roW 00c.. Z UllJ o 0 ~~ ~ .I W<t:Z a..a.. f!:0<t: <0 '" Z O~ OW (f)W zZ <t:~ Oz W L!) 00 N --t L!) N N I"- ..-l ~ ~ g W u.j w n.. n.. n.. UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG-TIE UPLIFT LATERAL FASTENERS CONNECTOR UPLIFT LATERAL FASTENERS CONNECTOR CAPACITY CAPACITY CAPACITY CAPACITY MASONRY APPLICATIONS MASONRY APPLICATIONS HT A16 1500 590 13-10d x 11/2" META16 1450 335 1-10d x 11/2" HTA20 1500 590 13-10d x 11/2" META20 1450 335 1-10d x 11/2" HTT16 4290* - 18-16d HTT16 4175* - 18-16d HTT22 5370* - 32-16d HTT22 5260* - 32-16d Sinkers LUGT2 1850 - 16-10d & 5-1t:4"X3" LGT2 2150 16-16d Sinkers & 7- Wedge bol s - 1/4"x2 1/4" Titen L TS19 1390* - 8-10d LTT19 1350* - 8-16d Sinkers L TTI31 2650* - 18-10d x 11/2" L TTl31 ?~10* - 18-10d x 11/2" FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 170 10-8d x 11/2" H2.5 415 150 10-8d x 11/2" RT16 10~O 645 16-8d x 11/2" Hl0 990 525 16-8d x 11/2" RT16-2 10~O 390 16-8d x 11/2" Hl0-2 760 395 12-10d SPT22 71f) 260 8-10d SPl 585 - 10-10d SPT24 t075 260 12-10d SP2 1065 - 12-10d SPT4 RRf) - 6-10d x 11/2" SP4 885 - 6-10d x 11/2" SPTH4 1730 - 12-10d x 11/2" SPH4 1360 - 12-10d x 11/2" MUGT15 3965 - 22-10d MGT 3965 - 22-10d LUGT2 2260 - 32-10d LGT2 2050 - 30-16d Sinkers HlW20 1f)~O 95 20-10d HTS20 1450 - 20-10d MSTA18 1275 - 14-10d LSTA18 1165 - 14-10d MSTA24 1305 - 18-10d LSTA24 1235 - 18-10d MSTA30 1R~f) - 22-10d LSTA30 1640 - 22-10d MSTA36 1635 - 22-10d LSTA36 1640 - 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 - 20-16d HUS26 1550 - 20-16d THDH26-2 2605 - 30-16d HGUS26-2 2325 - 28-16d HUS28 2570 - 30-16d HUS28 2000 - 30-16d THDH210-2 3970 - 58-16d HGUS28-2 3220 - 48-16d 1/4" MIN. SPACE TRl USP TR 1 W/3 - 8d COMMON NAILS @ EA TRUSS OR BLOCKING (NOTE: (2) 16d TOE NAILS CAN BE USED IN LIEU OF TR1 STRAP) 2 x STUD @ 24" O.C. MAX. 2 x TOP PLATE 2- ROWS OF 10d @ 4" OIC MAX. 10d @ 8" OIC I ~ I BLOCKS A , ~ Q) .0 C ~ C -c '- 0 c o CJ) >- C :::l <i. ~ :r: a.> :r: :::l ., E .S ~ 8~6 PACER 2 x P.T. PLATE . NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL TYPICAL INTERIOR NON-BEARING -BOTTOM SPLICE OVER STUD REV. USP 07-28-04 TH SCALE: N.T.S. (Y) o ~ (f) ..'-i Z N ..'-i 0 ~ (f) ~ > o W W ~ ::) U) U) .....J .....J ~ ~ W I- U) l!) o o ~ ~ o o M Z o (f) ~ W > CORNER "T" TOP PLATE SPLICE DETAIL SCALE: N.T.S. 5/6/04 TYPICAL "T" AND CORNER DETAIL SCALE: N.T.S. 2"x4" P.T. PLATE 1/2" x 8" ANCHOR BOLT W/2" x 1/8" FLAT 12 WASHER (TYP) @ @ @ J 32" ~ 32" J PRE ENGINEERED WD TRUSSES @ 24" O.C. INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE ROOFING FELT - APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O/C _ --.J3'pUND_ARIES.~Q1C EDGES & 8" O/C FIELD ~METAL DRIP EDGE - 2" X SUBFASCIA CONT. VENTED ALUM SOFFIT 8" X 8" X 16" K.O. LINTEL BLOCK W/l #5 DIA. REBAR & FILLED SOLID W/GROUT PRECAST "U" LINTEL (SEE S/2A FOR LINTEL SIZE & REINFORCEMENT) FILL CELL -1 #5 DIA. REBAR W/ GROUT @ ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW WI SCREEN PRECAST CONC SILL 8" X 8" X 16" CONC. BLOCK DECORATIVE FINISH FTG. DOWEL #5 DIA. REBAR 18" IN CONC. -25" EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN lJJ ~ Cl: W ~ 15 ~ 2 O~~~~ ~-O:) r- >:<"'1l::0 -05lLu o Cl: 0 Z U Z 8:~~:: <t: 0 <t: 0 W 5:!e:~z ,~ <t: Z Il:: 0 \",J QllJ<t:Q <t: llJ ::.:: '" 0 1-5~6~ o 5 ~ ~ ~ o "'(/)llJ<t: LL~z~e: lJJ ~QOo o(/)Cl::f- ~ 12 z 0 ::.:: _ . ~ ~ U .......... llJ _ llJ g :J ~Cl~CO a::J ::l-.Il:: (f) gr:i~~ j~~~ <t: 0 :> <t: o '<t ..... ..... I 0') o co I'- (")1'- (")N .....JLl) LLa', -co ~~ ~~ <(0:> 1-"';' I 1/2" CD DRYWALL: 3/4" P.T. NAILER 1/2" DRYWALL CURTAIN NAILER 1 X 4 P.T. @ WINDOWS 1 X 8 P.T. @ S.G.D. * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTES : 1) CONNECTOR CAPACITIES ARE FOR SYP, REFER TO MANUFACTURERS FOR ADDITIONAL INFORMATION 2) DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. P.T. PLATE SCALE: N.T.S. REV. 9/03 Z o. -0 ~> >.....J -ro oLlJ (30:: -0 0:: I AU) .....JI- LL.(f) -.JLlJO ~:s:f15 I-ZW Zo!:: LlJo:J UcoU) 2 - S.P.F. CaNST. GRADE TOP PLATE SPLICE MIN 48" APART r (& NAIL AT BASE 2 ROWS 4" OIC STAGGER <:: 0> -IIi -11- lr -II W/8d COMMON NAIL II I II II II @ NAIL AT TOP PLATE 2 ROWS 4" O/C STAGGER III c I II II II B III OPENI IC II II II W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT 6" O.C. W/8d COMMON NAIL @ STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. w/8d COMMON NAIL o NO SPLICE @ HEADER - NAIL SHEATHING TO HEADER W/ff'd COMMON NAIL@ 4" olc 2x4 P.T. BASE PLATE WALL SHEATHING INSTALL. & NAILING SCHED. NO SCALE REV. 5/12/04 MARBLE STOOL 1 X 2 P.T FURRING R-3 FOIL INSUL ON EXT BLOCK WALLS 1 X 4 P.T. BASE NAILER WOOD BASE 3 1/2" CONC SLAB ~ 6 X 6 10/10 W.W.M. 6 MIL VISQUEEN I I , C/) ....J ....J - :c >-~ 0::- 0> 1-1- zC/} WW >0:: zO -~ "0 gj~ ~O 00 I....J ~CQ~ INO ~N~ ~I-~ L()O~ ~-l::> II II II II II "= lL JI= (V') ....-- 0 a:: a.: (f) w a:: 0 LlJ Z 0 -.J z u ~ <( w N 0 ~~ >-0 W zJ: 0 I- <( V) 0 ::l Z 0 - ~ -.J 0::: 00 -.J wa:: ~ Z UI.J.. 0 6~ u.. I- o lJ.J W a:: V) ~ a..Zz ~ > (f) I-~O --- Z ~o::<( 0:: >-39 Z >- <(lJ.JCl:: ~ 0 zi!:Li <{ 0.. :31-...J ::l<( ....J 0 a...oCl:: V)J:I- 0... -I-Z 0 J:-W 1-3u TREATED CLEAN FILL SEE FND. PLAN FOR FOOTING SIZE AND REINF. TYPICAL WALL SECTION CONCRETE BLOCK REV. (STEM) 1/18/05 TH SCALE: N.T.S. I I :V: TRUSS/JOIST/RAFTER I I ~--n I I (1) USP RT16T : w/7-10d x 1 1/2" TO BOTH __L_ TRUSS AND DBL. TOP PLATE 2 - 2x4 TOP PLATE CONST. GRADE SPF USP SPT 24 w/6-10d TO STUD & TO TOP PLATE 2x4 SPF STUDS @ 16" O.C. I I I I I I I I ~II I I --~- USP RT 16 @ 16" O.C. 3-12d EA. END OF BLOCKING ~/ TRUSS/RAFTER TRUSSES ~ , ~,/ /~~ USP HTW20 W/24-10d x 11/2" ~ /",::---TO BOTH TRUSS -.;7----- AND DBL. TOP PLATE/STUD -- - -- - - - - 2 - 2x4 TOP PLATE CONST. GRADE SPF USP SPT24 W/6-10d TO STUD & TO TOP PLATE 2x4 SPF STUDS @ 16" O.C. ----- ----- - - -- - - -- STRUCTURAL SHEATHING (MIN. 7/16"). NAIL 3" O.C. EDGES STAGGERED, & 6" O.C. INTERIOR. SHEET NO, a.. 0:: o () W ~ o I U) ::) l!) o o N 2 - 2x4 CONST. GR. SP TOP PLATE. SPLlC 24" APART MIN. S-6 (S) USP SPT 22 w/4 -10d TO STUD & 4-10d TO BASE PLATE 1/2" x 8" A307 AB. OR 5/8"x 7" WEDGE ANCH. w/2" WASHER 6" FROM ENDS & JOINTS & @32" O.C. MIN.lw/#3 PT PLATE USP SPT22 W/4-10d TO STUD & 4-10d TO BASE PLATE #3 PT PLATE W/1/2" x 8" A307 A.B. OR 1/2" dia. x 6" TITEN H,D. @ 6" FROM CORNERS & JOINTS & @ 32" O.C. A #3 PT PLATE W/1/2" X 8" A307 A.B. OR 1/2" dia. X 6" TITTEN H.D. @ 6" FROM CORNERS & JOINTS @ 32" O,C. A LAST PLOT DATE: April 11, 2005 @ I I 1--------, I r--------, , I " "- - - -~ - - .// NOTE: IT IS THE CONTRACTORS RESPONSiBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING. LLC IS RESPONS'BLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BElWEEN FIELD CONDITIONS. O,HER DESIGN PROFESSIOI'\ALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS. AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTiON OF DANSCO ENGINEERiNG, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, I II , I ',~ \...--------------- N FOR DIM. SEE F~OOR PLAN ------------" , SEE FND PLAN F FOOTING SIZE AND REINF. SEE FND PLAN FOR FOOTING SIZE AND REINF. SEE FND PLAN FOR FOOTING SIZE AND REINF. ... ... , , , \ \ \ \ I I I I I APR 1 1 2005 ,/ I I , , ,.",./ ..,...._--_....- , .- , " I I I I I I I I I I \ \ \ \ , , , ... ..., INTERIOR BEARING w/UPLIFT INTERIOR BEARING w/UPLlFT @ 4" STEP-DOWN NO SCALE REV. 9/24/04 TH THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 1075 LBS, PER TRUSS UPLIFT CAP 410 PLF (ANCHOR BOLTS) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE nB" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS NO SCALE REV. 09/13/04 TH THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 462 PLF NO SCALE REV. 9/03 THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL SHEAR CAP. 260#L1N.FT. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. PLACE SEAL HERE DE #250992 L \oJ I GIRDER TRUSS (2) USP HTW 20 w/10-10d TO TRUSS & 10-10d TO STUDS 2-2x4 SPF TOP PLATE (2)2x4 SPF w/1 ROW Od@ 12" O.C. EA. SIDE STAGGERED USP HTT22 32-10d TO BUILT-UP COLUMN 5/8" x 7" WEDGE ANCHOR MIN 41/2" EMBEDMENT P.T. #3 S.Y,P, 2x BASE PLATE HIGH UPLIFT FRAME WALL GIRDER/BEAM CONN. NO SCALE REV. 09/9/04 UPLIFT CAP. @ GIRDER: 2630# (2-HTW20) L .....a... USP L TS20B wi 10-16d TO COLU NO.3 PT 2x PLATE (TYP.) 3/4" WEDGE ANCHOR 5" MIN EMBEDMENT COLUMN BASE CONNECTION NOT TO SCALE REV. 8/28/04 TH THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL MAX. CONNECTION UPLIFT CAP.: - 1642 # (SPF) 1910 # (SYP) ATTACH 2x4 P.T. TO MASONRY WALL PER 3-U/S2. '- BLOCK WALL '" (2) 2x4 TOP PLATE. (2) 2x8 BEAM S.Y.P. #2 WI 1/2" PLYWOOD FLITCH. USP MSTA36 @ EA. STUD - WI 13-10d x 1-1/2" COMMON NAILS TO STUD & 13-10d x 1.1/2" COMMON NAILS TO BEAM, 2x4 S.P.F. STUD @ 16" O/C. SEE PLAN FOR COLUMN SPEC. 8"X8" UPSET LINTEL FILLED SOLID W/ GROUT & (1) #5 CONT. 2x4 BLOCKING @ EA. PLYWOOD JOINT. 1/2"x 8" A, BOLTS 6" FROM ENDS & 32" O.C. SHEATHING TO TOP OF BEAM NAILED PER 7-U/S-6 CANTILEVER BEAM @ RAISED ENTRY Exterior Frame Wall SCALE: N.T.S. REV: 03/28/05 (2) 2x4 TOP PLATE. (2) 2X8 BEAM SYP # 2 W / USP HUS 28-21F INVERTED FlANGE HANGER @ EA. W I 12-10d COMMON NAILS USP MSTA36 @ EA. STUD W/ 26-10d x 1-1/2" COMMON NAILS 2x4 S.P.F. STUD @ 161. O/C. (3) 2x4 P.T. SPACER WI USP L TS20B @ BASE. 811X811 UPSET LINTEL FILLED SOLID WI GROUT & (1) #5 CONT, ATTACH 2x4 P.T. TO MASONRY WALL PER 3-U/S2. '- BLOCK WALL '" 2x4 BLOCKING @ EA. PLYWOOD JOINT. 1/2"x 8" A. BOLTS 6" FROM ENDS & 32" O.C. SHEATHING TO TOP OF WALL NAILED PER 7-U/S-6 EXTERIOR FRAME WALL @ RAISED ENTRY SCALE: N.T.S. (ELEV. II & IV ONLY) REV: 03/28/05 TRUCTURAL NOTES 1) CODES: 1.1 FLORIDA BUILDING CODE (2001). 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02). 1.5 "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 2) DESIGN CRITERIA: 2.1 DWELLING FLOORS - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD. 2.2 BALCONIES - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD. 2.3 ROOF OVER LIVING AREAS - 30 PSF LIVE LOAD, 17 PSF (7 PSF TIC & 10 PSF B/C) DEAD LOAD FOR SHINGLE ROOF. 2.4 WIND - 120 MPH, 3 SECOND GUST, EXPOSURE "B", IMPORTANCE FACTOR 1.0 2.5 NET UPLIFT DEAD LOADS 10 PSF MIN. SHINGLE. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY, o ....J ....J .. ~ 2 00::: OW (J)W 22 <!~ 02 W o . ~ 2 o (J) 0::: W > ('I') o o ~ (J) ...-i 2 N ~ 0 ~ (J) ~ > o W I.J..J 0::: => (/') (/') ~ ~ :l:: W LJ ~ ~ 5: I--, lJ.J "- " <l: 0 ~ Si: "-"~-O::) f- ><r:'2:l::0 O~g~~ 0.. ~ < 2 ~~~f- ~ Cl:: f- ~ UJ Cl:: "- ~ ,~ <l: ;;;: Cl:: 0 "-" ou.J<l:O <! lJ.J ::s:: Cf.I 0 f- t5;::z~ ::) lJ.J Q o 0' Cl:: Cf.I u.J O Cf.I <l: Z ~ lJ.J Cf.I lJ,J <( U- <-,z~ct W ;:: Q 00 o Cf.I Cl:: f- 0::: f( as Q a <! lJ.J~3g => ~O~::o ~ ...J - Cl:: a~~ctio (j) v, Cl:: ...J " :j ~ ;:;! ~ <(0::;<( C/) ....J ....J - :c >-~ 0:::- 0> 1-1- ZC/) WLU >0::: zO -~ "'0 gj~~ ~()~ OO~ I....JW NCQ<!J LO -.J 'N~ ~N~ ~I-~ L.()O~ ~....J~ Ll) o o Noo u..~~ 1'-0') OU, l!)<o ~o ~O') ~o~ ,l!) ffi[t9:j <l:..;t Q"Cf.lJ: 0<0 ~:c~ lYe;) 0..1-0.. O...-i Si:5 ~ ce'E. 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(!) -"I I :::l E .~ ~ r~~8 o "<t ..... ..... , O'l o (01'- C"')I'- C"')N ...JI.() u.oS _(0 ~r-;- ~~ ;::~ z 0, -0 ~> >....1 -ro Ow ~c:: -0 D::I OU) ...JI- U.(/) ...Jwo ~~&5 I-ZW ZoC: Wo::J u(O(/) 0::0.: wO:: W zO ~u <(w () ~~ >-0 ZI I- <(Vl z::::) 0 -~ 00 wo:: Z Ul.L. :)f- o z I- Ow O::Vl a..zz :r: wOo O::u- (!J wz~ a:lw2; 5t::o cr:: zCJ:::(3 >-3- >- <(wO:: :2: I 0 Q.. zf-ci :5f-....J 0 a..6~ Vl:I:~ () :i:!::w f-3u 0- cr:: o () I.J..J :::::E o I (/') ::;) l!) o o N @ NOTE: IT is THE CONTRACTORS RESPONSiBILITY TO REViEW ALL DRAWINGS BEFORE CONSTRUCTIO'< BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR Tl-tE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEE'< FIELD CO'<DITIONS. OTl-tER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, LLC PRIO~ TO THE COMMENCEMENT OF CONSTRUCTION, W ~ ~ z z ~ -.J 0.. (Y) o o N o 0:: ft >< o SHEET NO, 8-7 LAST PLOT DATE:Ap~1 11, 2005 ---... -- ~ , , , , , ~ , / Ii I \ I \ , \ \ I \ I I I I I , I I I \ I \ I \ / \ APR 1 12005 I \ I \ I \ , , / , , , , , , -- '------... PLACE SEAL HERE DE #250992 r ..., 1J [, " , ' SP MSTA 24 W/18 - 10d x 11/2" (6) 16d @ EA. END lOd @ 8" Q,C. STAGGERED EACH MEMBER (TYP.) STRUCTU RAL NOTES 6) WOOD: 6,1 WOOD STRUCTURAL FRAMING MEMBERS: WALL STUDS TOP & BOTTOM PLATE BOTTOM PLATE IN CONTACT WITH MASONRY I JOIST SQUASH BLOCK I TRUSS BRACING & BLOCKING FURRING & B.U.C. STRIP -SPF STUD -SPF #2 OR BETTER .#3 SYP PT -SPF STU D -SPF STUD .#3 SYP PT (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) PER NDS-2001 = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6,2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES. BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION. 6,3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MINIMUM SHINGLES OR TILE 6,5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6.65/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY 6.7 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 0 X 11/4" LONG MASONRY SCREW FOR EVER (2) -10d NAILS 6.8 USP TA 51 EMBEDED STRAPS MAY BE REPLACED USING USP KST 248 STRAPS W/ 21-12d NAILS THRU SHEATHING & INTO STUDS ABOVE & (8) 3/16"0 x 1-1/4" LONG TAPCONS SP RSPT4 W/(4) ad NAILS INTO TOP PLATE & (4) ad NAILS INTO STUD (TYP,) CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE W/ USP SPT24 @ TOP & BOTTOM (U.N.O.) WHEN APPLICABLE (2) 2X8 [\;0,2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT. 2 ROWS 16d NAILS @ 12" O.C. STAGGERED (TYP.) SP MSTA 24 w/18-10d x 11/2" (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0. WIDE (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD __USP LTS19 @ EA, END OF OPENING W/ 8 -10d & 3/4" DIA. ATR ANCHOR WI 5" EMBEDMENT MIN. USING SIMPSON "SET" EPOXY NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES TYPICAL FRAMING OPENING WI UPLIFT REV. 9-24-04 TH NOT TO SCALE UPLIFT: 1195 #'5 = (L TS19) 695 PLF = (SPT24) 1122 #'5 = (MSTA24) 404 #'5 = (RSPT4) L TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIG~ED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. o -l -l ~ Z 00:::: OW (f)W zZ <(~ Oz W o . T-l Z o (f) 0:::: W > ('I') o ~ (f) ~ Z N ~ 0 ~ (f) ~ > o l.LJ L.I.J 0:::: ::) CI) CI) lJ.J ~ J:: ..j6~2 W ~ lJ.J ~ ~ '-' ~gO::l I- >(Y1J::o o 5 LL U OJ:: 0 Z U ~ ~ !i! ~ Z <l: 0 <l: J:: r- ~ W ~ LL lJ.J ~ <l: Z J:: 0 - 5J~~~ ~ b~6:t o 6 ~ ~:;g o UJ <l: c.. I.J... t5~~~ <l: 0 0 0 W t:;(ijcr:r- 0:::: 2~o:s:: _ ." ~ Ei: ~ "-I", ~ - ~ ....J => cr:OZ:I:l I""'.J :3 ::J -: :x: '-'g<l:UJo (f) ....J ffi ::J 6 <i~~~ LJ") o o N 'N I'- 0) LL t> '. ",0) OWJo u, c.o ~O) ~o~ ,l!) ffig:~ <(o~ g;~6 ~ cr::r: c.:: c:(Y5' o...r-CJ... 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I 0') o (,01'- ('1)1'- ('I)N -IY1 LLoS .(,0 0:1';' ~~ c:x:CO f-~ z o. -0 ~> >-.J -ro Ow ~CI:: -0 Cl::I OU) -If- LLU) -IWo ~~g f-ZW Z f- WOS ufi5U) CJ) ....J ---1 - :c >- $ (V) w 0 cco.: wCC 0:: - 0 UJ zO > Zu <(w 0 C\J () ::2: ~ ~ >- 0 ~ z ::c CJ) 0 ~ <CI) :.J z Z -::2: lLJ 0:: 0 00 W WCC 0::: 0 z uu.. ::JI- > o z o w () w lL. ~ CC CI) o..zz Z >< :r: woo ~ CCu- - M 0 ~ wz~ <t: Cl)w~ ~O I-r:o Z 0::: ~Ci:oe:( gj~ >-3:9 ......J Z >- <(wiS ::2::z:ce C2 <t: Cl.. zl- ~ () :)I-....J :.Joe:( ......J 0 o..OCC 0 0 W rJ)::C~ Z 0.. -I- () ::c-w I -1 W l-3:u C\J (9 CO HEET NO. c.. LO ......J ex: 0 ~ () I C\J S-7A w I"- :J ~ N 0 oM l- I 0 CI) M ~ ::) :J l!) LO 0 ~ 0 0 l- N M -1 (j) LAST PLOT @ DATE:ApriI11,2005 NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAW!NGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC IS RESPONS'BLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BElWU.N FIELD CONDiTIONS, OTHER DESIGN PROFESSIOI\ALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAW!NGS MUST BE BROUGHT TO THE ATTEt'oIT!ON Of DANSCO ENGINEERING, LlC PRIOR TO THE COMMENCEMENT Of CONSTRUCTION, ~ , ,- , , I I I I I I , I I \ \ \ \ \ \ , , , , , , , , \ \ \ \ \ I I I I J APR 1 1 ZOO5 I I I I I I , '" , " PLACE SEAL HERE DE #250992 ~ / -...------... I INSTALLATION OF WINDOW BUCK STRIPS - lx3 (MIN). GLUE STRIP W/ADHESIVE SEALANT & SCREW Wj3/16" x 2 1/2" PHILLI FLAT HD. "TAPtON" SCREW MIN. 4" FROM END & 16" O.C. EXT. FINISH DRIP EDGE INSTALLATION OF S.G.D. BUCK STRIPS - lx4 (MINL GLUE STRIP W/ADHESIVE SEA(ANT & SCREW W/3/16" x 2 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END & 16" O.C. TRACK - FILL ALL HOLES W/l" x #8 ST. STL. SCREWS W/PLASTIC ANCHORS I ....-' SEALANT MASONRY OPENING S.G.D. INSTALLATION SCALE: N.T.S BLOCK LINTEL 1/2" DRWALL BUCKSTRIP - lX3 MIN (WINDOW) 1/8" SHIM Sr1lc\MIN (SGD) WINDOW/SGD ~~~k'&~ JAMB 11/2" RECESS IN SLAB SLIDING GLASS DOOR @ S-8 .. TIE BEAM . . PRECAST LINTEL - (/) w 0:: FASTEN PT 2X 8 BUCK TO ~ MASONRY WI 3/16" X 3" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. FASTENING WINDOW TO BUCK RESPO~SIBILTY OF WINDOW MANUFACTURER. / / 2 X 8 BUCK DETAIL SCALE: N.T.S, 3-15-04 TH L 3 2 TYP. 8" BLOCK WALL 1 6" BITUMINOUS TAPE INSTALLATION SEQUENCE EXT. FINISH ---, JAMB - FILL I ALL HOLES W/ I 1-1/2"X#8 (MIN')I SCREW I SEALANT BACK OF ALL JAMBS TRACK. FILl: ALL HOLES WI 1"X#8 (MIN.) SCREWS WI PLASTIC ANCH. 1 X P.T. W/ 3/16" X 2 1/4" TAPCONS @ 18" O/C MAX. & 6" FROM CORNERS WINDOW HEADER 2 - 2"X12" S.Y,P. UNLESS OTHERWISE SPECIFIED _ 1/2" D.w. :~TRIM (SEE PLAN) S.G,D. JAMB '-- 3/4" RECESSED SLAB SEALANT MAS. WALL EXT.DOOR JAMB SCALE: N.T.S. FRM. OPNG. SGD INSTALL SCALE: N.T.S. h @: I I I o @\ @ I :@ a: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR OAh, WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT ( 1 m). COMPONENT & CLADDING DESIGN PRESSURE (120 MPH, 3 SEC GUST. 2.1/12 PITCH. EXPOSURE B. HEIGHT = 0 TO 30 FEET, IMPORTANCE FACTOR = 1 ) (PSF) TRIBUTARY AREA ROOF WALL (FT2) (GCpi = +1- .18) (GCpi = +1- .18) ZONE 1 ZONE 2 & 3 ZONE 4 ZONE 5 10 14,9 -23,7 14.9 -50.1 25,9 -28.1 25.9 -34,7 20 13,6 -23.0 13.6 -45.4 24,7 -26,9 24.7 -32.4 50 11,9 -22,2 11,9 -39,3 23,2 -25.4 23.2 -29.3 100 10,5 -21,5 10,5 -34.7 22,0 -24,2 22.0 -26,9 125 10,5 -21,5 10.5 -34.7 21.7 -23,6 21.7 -26,2 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA, 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MUL TIPL YING BY ADJUSTMENT COEFFICIENTS IN TABLE 1606.20 OF THE FLORIDA BUILDING CODE 2001. 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. FILLED CELL WI #5 VERTICAL 1/2" X 8" A.B. ~ W/2" WASHERS SET IN TYP. FILLED CELL MIN. 5 PER 0 JAMB. ~ L SECTIONAL ~ OVERH EAD 0 DOOR 7 P.T. # ~ , SYP 2" X 6" ~ OVERH EAD J SECTIONAL ~ DOOR TRACK W/ 3/8" x 11/2" STEEL LAG GARAGE SLAB BOLT W~ :1 WASHE . MIN. 6 PER TRACK ~ TO JAMB. @ ~ Co (5) 1/2" DIA. x 8" "J" BOLTS CONT, WOOD TRIM 2"x6" P,T. WOOD JAMB DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.T.S. 3-15-04 TH NOTE: THIS DETAIL HAS A CAPACITY THAT IS EQUAL TO OR GREATER THAN THAT RECOMMENDED BY MANUFACTURER. -EQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBC 2405,1 & 2405.2.1) 2405,1 General. Individual glazed areas including glass mirrors in hazardous locations such as those indicated in 2405,2 shall pass the test requirements of CPSC 16-CFR, Part 1201 or by comparative test shall be proven to produce at least equivalent performances. Exceptions: 1. Polished wire glass installed in fire doors, fire windows and view panels in fire resistant walls and hazardous locations in 2405,2.1 (3) and 2405,2.1 (4) shall comply with ANSI Z97.1. 2. Approved plastic materials used as glazing in hazardous rocations shall comply with ANS I Z97.1. 2405,2 Hazardous Locations 2405,2.1 The following shall be considered specific hazardous locations for the purpose of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2 Glazing in doors and walls of enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs, showers, and other such facilities where such glazing is located 36 inches (914 mm) or less, measured horizontally, from a standing or walking surface within the enclosure and where the bottom edge of the exposed glazing is less than 60 inches (1524 mm), measured vertically, above such standing or walking surface. 3. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface, EXCEPTION: Glazing in walls perpendicular to the plane of the door in a closed position in Group R3 or within dwelling units in Group R2 shall be subject to 2405.2,1 (4). 4. Glazing in an individual fixed or operable panel, other than those locations descried in items 2 and 3 above, that meets all of the following conditions: 1. Exposed area of an individual pane greater than 9 sq, ft (0.84 m sq.). 2. Bottom edge less than 18 inches (457 mm) above the floor. 3. Top edge greater than 36 inches (914 mm) above the floor. 4. One or more walking surfaces within 36 inches (914 mm) horizontally of the plane of the glazing, 5, All glazing in railings regardless of area or height above a walking surface including structural baluster panelS and non structural in-fill panels, 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools and spas where the bottom edge of the glazing is 1) less than 60 inches (1525 mm) above the walking surface on the pool side of the glazing, and 2) the glazing is within 60 inches (1525 mm) horizontally of the water's edge of a swimming pool or spa. This shall apply to single glazing and all panes in multiple glazing, TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. o --.J --.J l? Z 00:: OW (j)W Z2 <!l? 02 W o . ~ 2 o (j) 0:: W > ('I') o o ~ (j) "" 2 ~ 0 ~ (j) ~ ~ w n::: :::> (/) (/) UJ ~ a: l.L.J W is ~ s: O~~~~ ~ - 0 ::l f- x (/) cr: 0 o !;:; u.. u 05:oz~ 2 ~:2:!i:!. <l: 0 <l: 5 W :i!B:~z ,~ <l: z cr: 0 '-IoUJ<l:O <! CJ.I ~ (/) 0 f- ~<l:Z2: o ~ 0 <l: O ::l UJ - CJ.I 0'~~:2: 9 :{] (/) UJ ~ ...... I.:l Z ~u.. <l: 000 W I-Vicr:1- 1'Y8zo~ ~ lI,UJi'i':U ....... W ~ W 0 => ~1S~a:j O::l::J--:cr: g~~~ (j) ...JUJ~O ~~:;~ l!') o o Noo l.L~~ 1'-0) oU' l!)(O Wo ~O) ~af:! ,l!) ffig:iB 0::( ~ 0... (/) 1: 0(0 ~i:~ 0:: (Y) 0... f- 0... O...-i ~6 ~ u:~ Q~~ UJ ~ ::l I ~ ~d [3 ~u: WW~ I.JJ 0:: 1: a: ro <l:f-O (/) 0 J: o(Ooozzf- .....I (O~ I.:l <l: ~ O.....l(jO'lVi:3z l!) W...J ::l 9;: l!)N 0 . cr: ......~ 000 , ,no::( ZZ .~ .......0 <l: - ~ 0_ (/)[5 Q 0cY> 0CJ.11- ~~ ZZ~ ('I')~ 3S3o ><, ~t5~ g IJ.J 000... Z UW . 0 W(/) cr: OI f{jZ>- cLn.. ~C3~ <0 If) 00 N .q- I.!) 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O::(/) n..zz Z >< :r: woo ~ O::u- - ~ 0 ~ Wz~ -< IDw> I-~O "0 (f) 2 0::: ~cr:o:t: gj~ >-39 --.J -<wo:: ~ Z >- :2::I:g -< 0... zl-Ll.. ~ () :51----1 W .....J 0 n..6~ 0 0 0 ~~~ a.. 0 :I:-W I .....J lY: 1-3u C\J 0 CO SHEET NO. n. 1.0 0 0:: 0 0 0 I C\J 8-8 w t'- 06 ~ ~ C\J S 0 I (/) ~ 0 ::) .- 0 l!) 0 1.0 0 z 0 N ~ .....J S LAST PLOT C0 DATE: April 11, 2005 NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO RE'VIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRIfY' Of THIS PROJECT ONl Y. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, O-:-HER DESIGN PROFESSIOMLS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION Of DA.NSCO ENGINEERING, LlC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, , , , I , I I I , I / I I I \ \ \ \ , , , , ...., , , .... .... , , \ \ \ \ I I I I I I I I t\t>R 1 1~~~~'/ -------- PLACE SEAL HERE DE #250992 I MIAI.1f_ _iiiiIP ntJltD4~G CODE COMPUANCE OFF1CE (BCCO) PROD'lCr'tONffiOL pIV1SION _ NOTICE OF AC~EPTANCJllriQ~} C~rt. abl.Te. edCorp(),rauon 1400ynion1\feeting Road lJlue Ben, pAt9422 ____....11 ThiS ~roduct iS3pproVe4 as described herein, and has betn designed to compiy, with thel1igh Veloclo/ Hurricane Zone of tOO FlQrida Building COde. ..' .'. ". .' .' . '.' '. . . .... DEScrorn()N:tandmarl~30 (~d.AR) (and WideTraek QB), .Landmark 40 (~n~AR) (nndWideTra(K QB) antlLandmark 50 (and-:AU) (and W(~e'frack QB) . . :LAIlELING: Eacbunit shall bear apcn:nancntJabel with. ~e ~anufatturer's name or lQgo.citYto~te an<i , following statement: "Miami..Dade County Product Control Approved'\ untess otherwise note4l:ferein. ThisNQAconsists OIpages 11hrough 4. "'. . . The submitted dOCUlnentation was revie-wedby Frank Zuloaga,RRC I.......~' CI~ NOA~a;~ oz..Ul~to3 . E.1pir~ tJQu))ate: OW8Jp1 Approval ))F\t~;()3n7fQ3 .' . PliJl.e 10(4 6. I.ABELL'iG 6.1 Shingles shalt ~ labeled. with the Miami~Dadc Logo or the wording UMjami.pltd~ County Produd Control Approved". 7. B\JII~DJNG PERMIT ItEQUIREMENl'S 1.1 Application for building permifshall be accori1pa.I1icd by copies 'of the following~ 1.1.1 This Notice of Acceptance: 7.1.2 Any other dOCl1n1erit$.~\3ir~dby the BuitdfngQfficial or tne applicable c~e in orderfopropedy evaluate the i~llationofthi$s.~em. DETMLA CER.TAINTEED LANDMARK 30,40. 50 AU dTmenslonsshown are tn i~s 161/4 $5/84 Starter 5518 Full Shingle - Eave$ I . . "' . .- '.>>>7: " ~..:' . NOA ~().:OZ~U19.Q3 E.WlratJonDatcl, 02/1.8/01 Approvallhte~ 03/1.7/03 . p~ge3 of 4 L RQOFINGA~SEl\I~LY APPROVAL ~fat~ffah . DeckTXP,e: 1. SCOPE '. .. . .'. . ". . . .. . . . This revises CertalnT<<dLandmark 30 and A.R; (~d \ytdeTrackQB), Ci;rtatnTee~LandnuU'k 40 and4R(and 'V(deTrac~QB), CertronTt:t:d. Landmark 50 aml AR(and \V1deT..ads. QB). Shingles as manufactured by CertainYeedc:otlloratt9lt described in Section 2 of this Notice o(Acceptapce. fro.dnet Destdp,Unt :feS$ ~~cifitatlQ.P! FA 110 A h~vY'weight, 2471b/sq. dimensionAl asphalt s1ririgle; . . . . A henvyw'cjght~ 264fb(sq.dirOOlsiou.u.. asphalt shirigle~. . . A heavy weight, 29611}/Sq" dimensional a sphaltsbingle. . .. Accessory' shingles fOf hip, ridge arid starter smpapplicati6ris. <;t.i1~int~JA'blllliiark)Qan4. .1:1 Y41' X 3S 0/." AR(~d WideTrack QB) Ccrmilltero Dili!hi1~ 40lilid i\R (atidWid~Trobk QB) . C'ertahttcedllidinarkSO:and 13~" x38.%" AR.(and WideTrackQB) AcceSwtyShit1gl~s ... various Pi\-l1O PA 110' propri.etary 3.. EVIl)Ei~CE SVBl\UTIEJ>: J'~stA.g~#~ ~csUden~i.qtr. l~~t.N>>~.e/lt~po!! UL.79Q PA 100 ~ 04f02/01 01112101 11112/02 1113,0/00 '11108/02 UI1det\yrit~1'S Laboratories, Inq. 94NK9632 02NK42448 Wind upli.ft resistance FA 101 4~ ~. FIGU~e l=rLAet-4IN6 IN8TALl-AirON I~.. " .. Q.' " 0-( ... ,,1 ~Ad$~...t, ". '. . ..' ~. !!XT~~i~Oi' eo,. ,j.Jia;t;;~'C=- fL~~ DETAn. B ....t lANPMAHK30..40.50 (AND AR) \In ..'" "10-'""" ~ R~~1a." F[GU1QfE 3s'COSNERDETAU... Fl.All-llhlGlhlSrAL.l.AT l<C>hl FIGURE 2: WAL.l.. FINle~ LANDMARK '3O,.4-0l 50(AND AR) ~ WID6TAACf< OB (~1eop SIoAA) EN)) OF TIUSACCEPTt\l'\(CE (I ... Q a~< NOANo,: OZ":'1219.0) l~!pjratiQll Da.t~t OUl&'Ol .\pprov-at Date:03/~7f03., ~age4 oN r?Xt~,.f"A~ e.xr!i.R,:CR. .IllAL\. "'iN\.e.:4 !\f1('oiC.Ok-)i,t-, ,!:X. :l;l~$:.Ri'tt t.~~~;'W$t"':l' kt. 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M WIJa) S\1Pf\J'EA SKA/.L BE COt$.A.ltO FOR ~EIAA'l1()tt C#- ~WoU'"mu wtni M ~~A'TM TUATlOT FfQClSS \,IS(o. 9} AU. tm.D ~to >>OW IN ~ fIW1I (IP ~~) WI\.L M 31U,.1H ~ 10) Yt<<lO SiC'UWS SHAtl MttT NQ .1'.8.. ~0HA4 WJJlRMtM. 11) II WOOO TfHOS TO SPUT, ~ HC:US #IS KUOWS: '1 WOOO '!nZiI" 1IJ' EM. P1\.OT w:u . .10 WOI'.1:> !D1:<< . 9iW tI!A. P1lOT tlI:U ~~ QUtGH SPttmCAnOlf f(1R WOOO ~(W). Istt SHfCl' ~ I'CiA COO'J'L'Iu-.nOff 01- tmESl NC WE ... ~IItMDI , ,"1~ II . ,.", IlL" '1I'l'M PI ,$[CJ10N A..A... W !I.. 1ft 'lIJC ~ =,,~r , ".u:Jl .. I ,"'ff fUr '.wJ14 SIC ~[CTIO~ A-A (~) "t.III Me '....&.101 RIGID Vltm. (UIJNO J(A%/ lTY"J n.N<< nn VINW\I UN< SILt. ptRI~n\ U onCaI l> ~r ~ " A ~ Ell.. tJ&. rt. IiOO ~ JUCC , .0. rt O1He'1 un HOlt 1ft . 'J)~ DC " \1m) MlC " C1t<~1 cOPlIlJlIol) OIITI: i. ., '"" IW ft($l~l.lICN MIOOIt tlQ \JtXlD ttRt\l CMOlt " ..... l~ f'MtAS, STU.~ ,... . If aTf(,J/$ . .' SECTION A-A r-:-1j.\I.~ VIEWED FROM rl ~ A. B <,: I E EXTERIOR r, J B K B vc G CAl.\1C JUV([!t" J"" . V1NDQV nAHCoC' <l . 'neAt 1 SILl. Vlv\A.Il[H 11. ~atc.n Illl. srCJlO~ O:~~~~ If OlIC'1 I.. \/.\1. A A 0 C 17 l~ ~Jrfo~~~J(8~Rl0R A .. la.r 'lWt~ '-<" .. ""'" X16I...I WlJIEFfY~tteOff ,,;:; 1.",< eft FLORIDA EXTRUDERS e6fO :Om WI ~~~It ...~.. I ~ Ilrt~ . . i-J ~ '. AIt 41 ~ .. . 11'1 'IL' II1tf'M I/lI A-A steT/ON A-~ (AL1EB~ATE) & tor installation with two by wi\h or w/9 one by wood buc~~. :1 en z 0 en > UJ 0::: UJ ~13~~ u 6 I~~~ z ill a.:::5r.5~ ~ ~~~2 0 ~ 065~8 ';t 0 UJ~< gf-'~~ ... 0 wQ< U. aa::(f)~ UJ ~~~~~ 0::: ~ ~QOo~ o~a::f- :::> f2~~Ga. 0 en ~i5~g~ ~_ca:;j is . a:: < (f) ~25~ :;j:><z <(03:<0 N 0) 0) z 0 IJ. L() -a N lQ> -,J * ~m W Ow (~ 0 00 -:r; cttl) N Of- N ,J u.~c ~ ,J~e 0 ( .ID t!:ZLl I f- N zel: L() we:J UIDllI I t"-- ~ ~ en L() ~ ....J - i=5 w 0 z 0 - ~ ffi~ zt.> ~LlJ ....J W ~ >-J: i=5 (,) ~~ - z:E I- -~ U) 0 @u. z g\z Z I- 8b.l ~zz - :c 8Q S UJ (.!) LlJm~ ::E 0::: ~i=o 0 <3::: 00:::<( >- zs:O 0 z a. ~LlJ~ J:~ Z 0 r-u. Z <3::: U ~~~ tl. 0 r- - ....J S:2~m S 0- ~~t.> W SHEET NO. n. er::. Z 0 (,) 0 S-9M ~ I- 0 en :c en W :J l() ....J 0 0 - LAST PLOT N ~ @ DATE: December 21,2004 NOTE: IT IS '!liE CONTRACTORS RESPONSlBlUlY TO REVIEW AlL DAAWlNGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING, llC IS REsPONSIBLE FOR '!liE sTRucrum INTEGRITY OF TliIS PROJECT OOL y, Nf( Df$CREPANCY BETWEEN FIElD CONDIl1ONS, OTIIER DESIGN PROFESSIONALS' SHOP DRAWiNGS, CONTRACTORS' BUILDING METHOOS, ANO THESE SIGNED 00 SEAlED DRAWINGS ~ST BE BROUGHT TO TliE ATTENTION OF OANSCO ENGINEERING, llC PRIOR TO TliE COMMENCEMENT OF CONSTRUC11ON, ".--...... ./ '" " " I \ I \ I \ f 1 \ I \ I \ / , / '...... ,,/ --- ...... .Mtlt ~....ot rLNQI to . ..J.~ 1~)4 .,. !'[~ION A-A (n ""'... K~ ~ r\M<<J , ,"\IIM .. . Hn "" 1.11f')lfQ Il4S srcllOH A-A (!, F' ~ r a d I' ~I I; REV DESCRJPTION C Ilt'~D NVTlI " .. ,. .. 'I. '14. U~ IQC<' lGIt n. II('t'IS(O _~~o~ Jl(T(JI(HCII NI> U\,IS'l-.rocl 101 H01I II(~ Ht B J m.M. C 1W ., VlXID JIUOC " one.. 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CLlP M'....lAllCl ~ .. ~ "lII(."thU 11T\IlUR. )OOO'l'~OO flAtU SHtt1 t or 2 ~JZONl~ f1UlLlOO seCTIONS SEt QTI-lU SJDE UHttT 2 or 2) rDR PUIGN PRESSURe CAPACITJU t'Il1 TlI r1l H SW Dolt'll ~~~u , JULIOl It II Hit snt 'N'nIQ &HI S((;1ION ~~" e', S[tTION A~A...w n I ,.", U&.I' '>>PI iCi SIll . 1W n ..u:m JI.(lr I't one .. . '" ftL.I' 1/ln114 14 .. I ". KU' '-.. III ,.\ItIlo'Q I>G 1<.. tT'IU S[CTlot:f A-A (8} '- .. . 31' KlI Ja ~ 1 ~JIoG '"' IC.. ,,"'.. S[CllO~ !J-A (~) ~~.~~r \ It I 1/'1{&.1' . 1Ul1e. -1\XII1Jt ''''''101I W <<" 1>/1 "'NIt,,,ICAa n'lf' \,.JQ,I"fJU' srtllO~ A-A ft) . IOoUltN Iltt ,.vnc,IC,.U .ILL tI"''' U . 1Ii. ~n' 'M'Fl14 cxs. . t PfI. 11 tn Me ~llOl .. II ". ItL.I' '-1101 JJ4 1.wM IllS Ie". "...,J SEClJOy.,A..A IZ) 1101 ,.V.I'U>>(' 'll.~ n.,-" It " ". .nt tlln'lllli PtI , . , "" . SIt "UK lUllOl ~Ul NJ m", \ .. . \/lieU' ''''PUG .,. Ie..... I(""n. .. . to'"~ Inf If~ ~~ "",llCi IllS S[C1IO~ A-:A (1) ..,. ...---.--........-....- ~_. t-A . q .J . . (II" IC.. q .. ~N1 . q '_. I \.~c.tt mL "l1oert ~llWl1 iUU .,1:1I ,,*'11~ woos. \otCII "MICe> ~ Lit.... 1(1. llQC tIt)(I _llt"".MU V1ClCHf\HCAI . "" JOII .Q.tWgf VI(lIC' r_ tll'ltlllQlt m f,7r'll."'tw~ ~... ~ ..u.... _ - .. _ klOC" ..... ..." ---~... J Lt~..~ Ult"" IIh"l" Vlll$O\f H.ltU1 .. . 1-11' SfLr , I\lLlQI 'AI'f'lld SIC ,. . ..1/1 SUI' .s,rClION A-AJ.~)'~WI" SEClION A...A14) WiLl o & # A" .. It\I '1IfV& . -....J PC 11 "'.. .1l.mmlI_ V(MO 111011 [XT[~ '- .. 11 Sit "\of' t'XlI '" 'AffINO" IC~ n,." SrtT.:>N A;--'t C.) Ie . ",. Inl' '-.1* I~ fAntNl SIC ~'" n...,.. _It.., Kl""o. SEtTlO~ A..A U) \II-cQ\f r~ 11<.(, ."'.u~ rm.',..."KI".,U ~.e.u' I~ U11" , MJ.1OI II . )/4 s(Y' ltnlllli 110. . , . ". lll1C ,"LIOle \. .. . JI. ant ,_... SIlS ~ 1110 S(~IO'i.~-A en ICM I"'" , ....... 1\ ....-. '.1. 1041 I ., If Ooo-'l. n )01111 ,,1-'-..... ~ EXTRUDERS ~~~~I stR. IOOO/'~OO rlN SHUT I Of' 2 HORIZONTAL HIJl.LJOH SEC1JONS SEt aT~R sIDe cst-<t1 2 lY 2) FCR DESIGN PR(SSURE CAPAeS1JtS Cf.4"" Irt. kS A 8 ll.Io~ I Hf N FLORJDA 'I · III IlLr ~ -ft ''''''..-0 '"' ~ :: ..." firt1 ~I! ., . II' In, ,llHtiCi Si<S 'SER. IOOO/'~OQ n.A.NGt SPUT J rx 2 vtRTJCAL HC.lt.IDN IN10 ~ClRtzOH1A1. lilt"" 11'''"_ 'W'/tCIN '16><>Pl>lO ~ K~ "".. SECT/Oil A-A (6) '- .. . J,/' "LI' 1* I~ '~)fG Sld H:~. ..".. $EC1ION A-A (~) ,.- . , ....--.---..-----.--.-, L INSTALLATION ANCHO~ 19 'JOOD SeRE\I (TYP. \lHERE TAPPERS ARE: NOT ONE BY 'JOOD REQ'D. - NOTE: ~) BUCI< BY OTHERS (NOTE 11 8. 12) & INSTAllATION ANCHOR ..........DOOR \J1DTH 4tB WOD SCR&V (NOTE 21) ;; T\/O BY \1000 st.lD1NG GLASS BY OTHERS DoeR FRAME (NOTE 6> JAMB 114' MAX. SHIH SPACE I CAUlI< BETWEEN \lOOD llUCI< t. HAS'Y. OPENING BV OTHEf~S CAULK BE:TVEEN DOOR FLANGE a. \lDOD SUCK PERIMETER CAULK BY OTHERS INSTALLAtION ANCHOR 3/16' DIA. TAPPER (NOTE 17> CONCRETE OR MASONRY OPENING BY OTHERSl SHIH AS REQ'D (SEE NOTES) <q 1 114' MIN. EH~EgM~NT INSTALLAllON ANCHOR M9 SCRE'J \lOOD <TYP. '-'HERE: TAPPERS ARE NOT REQ'J]. - NOTE 22) SLIDING GLASS DOOR FRAME HEAD SECTION A-A TEMPERED GLASS <TYP.) . & CAl.U<ING ~T rASTtNER Hl1[$ REQUIRED ($Et HOTE 2). CAULKING & REQUIRED (SEE NOTE 2), SLIDING GLASS DOOR FRAME SILl. , II. & 114' MAX} SHIH $PAt~ lI~A ~ .~ A .. " .. lNSTMJ..ATICN ANCHOR . e 'JOOl) SCREV V/P'LASTIC AHCKlll <TYP. \tHERt .6. TAPfU$ ME fotQr Rta'D. LJn. SEt HOlt W LIBtRAllY APPLY CAlU(lNG ~DER SILL OR str SIU. IN B(D or ~TE (SEt NOTt 2>. SHrH AS RtQUZRtD (sa: NaTt 1)" ~ ~ EM BEJ>>.4EN T 1-114' HtN. INSTALtATION ANCHOR 3/16- DII\. TAPPER (NOn: 17> CONCRETE OR MASONRY OPENlNG BY OTHERS SHIH AS RE'Q'D (SEE NOTES) CAULK BET\lEEN DOOR F"LANGe: a. SHEATHING STUCCO OR SlDU~G BY OTHERS l"VS' MIN. EMBEDMENT SLIDING GL.AS DOOR FRAME HEAD PERIMETER CAULK BY OTHERS TEMPERED GLASS <TYP.) &\ CAUlKING AT FASTENER HOLES R!QV1RtD (stt HllTE 2>. CAULKING & REGlUIRED (SEE NOTE 2), SLIDING GlASS DOOR FRAME SILL SJ' &\ I". MAX] SHIH SPACE MASONRY INSTALLATION o N 1.0 -Ir--. ,~ ~ -I.. ~ ~ u.1rl ' ~ co o ' '" (!) cs 0} ~~~ 1.0 '" Z -~ W "- ~ - ~ ~~~ 0) 0 a::: g '"""" a..: -q- <0 z o UJ u... ~ ~oG3 e> w d () LU I e Qffig a..: :I: I ~aCl Q) Z (.I) Z ~ ~ w~ .n z- ~:x::cx: c: W <( (!) co u... <C i ~ Q) OZo ~ ~ c:: 0.. W ...J<O~(i)U~ 0 ...J~0}~::l <.9 (I) ..c ~ o~ @gl5 t: . :::s 0........ ~~g Q) -, :r: ~ C") :: <9 Cl :::s Q.i Ciffi~ E .5 >. -- C08J :::s >< I ~~cx: co ~ ..c OLU ~<C~ U) .- 00 Z f-Cl<C - dO @) 0 D D .:I: a. a. &. 2)(4, 2)(6, DR 2X9 'JDOD BV OTHERS (NOTE 6) CONCRETE OR MASONRY OPENING BY OTHERS SLIDING GLASS DOOR FRAM~ JAMS 1/4' MAX. SHIH SPACE 1/4- MAX. SHIH SPAce 1 Jl4' MIN. EMBEDJrlENT ONE BY WOOD BUCK BV OTHERS (NOTE 11 a. l~ CAULK BETWEEN \JOOD BUCK S. HAS'Y. OPENING BY OTHERS. SHIM AS REQ'D, ($E[ NOTES) SLIDING GlASS DOOR HOOl< STRIP INSTALLATION ANCHQR "S \1000 SCREW' (TYP.) <NOTE 23) (~ SHNN IN S~ PVJC tOR ClAAITY lU. Y. 00tJ( STRIP ANGI(R H1E$ SPAC[D 2- "ART 00 [J'PUS1TC nAHCit$,) CAtA..I( BETWEEN HOOl< STRIP e. \lOOD BUCK INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 11> CAULK BETVEEN DOOR FLANGE &. \lODD BUCK ~ . CONCRETE OR MASONRY OPENING BY OTHERS STUCCO BY OTHERS Lucco T BY OTHERS SLIDING GLASS DOOR INTERLOCK HOOK ,S,T,BJI? DET A16 JMPORTANT INFORMATION" GENERAL NOTES These n<US are ~ to ~re ~ Il\stallatlon fA ~ ~ Mi~ ~uds and must ~ followed tully. TtHPERED GLASS (TYP.> SECTION B- B _ 'T' All U) z o <n :> ~ DOOR HEIGHT ~~~ INSTAl!A~ INStRUCT1~ 1) SHIH AS REQ'O. AT EAOf IN$TALtATlON ANOiOR wrrn lOAD BEAAlNG SHIM. MAX. AJJ.(fNNJU SliIM STAD< TO 8! 1/.... lOo'b WJUNG SHIM At SIlL MUST eE ~RE TFlEATEO WOOO OR PL4ST1C AND MUST BE COMPlETUY ENCAPSUlA'ttO IN CAIJlXING OR seT INfO WET c:oNCRfTe. A. 2) usa SlUC1.:l<<1ttO AOmJC CAW WiINO DOOR RANGE AT HfAD a lAMS$. UafAAU'i N>f't Y $tuCOMZfI) AOtYUC ~ CAUOONG UNOO\ SIU. OR SET SlU.lN eEO Of WU ~ CAUU< 8flWf.tN IWX (X;IAAEA ~ SIU. ~ NlD c:oNOIDC. CAIJU( AU. FASreNU HOU.S F>fUOR TO INSTAWNG FASTENEtt AM> AAOIJNO HEAD AFTtR INSTAUAnON. 3) use SttfOONlm) AO\YUC CNJU< FOR P!lUHETER SEAl. MOUND 00'EtU(}.~ OF DOOR mo 8mvaN HOOK S'fRJl) a 8UOC FOR PO()(Ef OO(')U. B 4) lAMS AM) SlU. OORNW AAE TO Be SEAlfO WIlli" SMAlL JOtNT 5f.AH SVUR. $) DOOR f1V.M1! HATtRW.: AUJ~lN\JH HiCJt 606l. a 6) ~ fIt WOOD 8UCX ~O/0f4. ffWotlNG AT 'Tli8 HOO)lST1UP TO ee SEMB. v fAStENEO TO TRANSfER THe lOAD TO 1Ma ~ MASONRY, CON<:RETE OR O'TlifR mUCT\JAAl su&SrAATe PER ~ S<<:T1ON lW.......z IoIfD m: ENGlNtER Of REOXU)'S DEl AIlS. 1) R.OfUDA EXl'RUOfP.S 1000 SERlES SUOING GlASS DOOR IS SHOWN. nus PfUNT ~ APPlIes TO Tl1e R.OfUDA OORUOERS 500 AHO 2000 roues SUDING GtASS OOOAS.- 8) WHO! ")C' ~ M<MNG PANt\. AND '0- ~ fIXt1) PMa, APP1ttMO CONFlQ.JAATlOOS AAe AS usrm ON THE ANOiOR InsTAUATlOH OiART. ~ w "l5;5O:: u ~ ttfl ~ ~!~~ w a.:sa5~ ,n <C 0 ~ f- '-' ~[fl-"~ ~ ~ffi~8 o I:!~!@~ o 3wQ<C l.L acx:U)UJ fJ'3 ~ ffi ::Ii 2! ~ <9z::;;Cio ~ ~QO~~ a ~~~~~ U) ~a~g<c ~:j_a:l::J Offi<ri'gs~ ~>~a~ <(03:~gs A /# /# D & A E)(tEBlOR EL~VATlON 2 PANEL DOOR SHO~N <SEE NOTES 9, 9 S. 10) ..,~~Uh.., "p......... tIt.AJl '\~\. ~a ,:>",&,\~"...,..D;f(;J."w ~ ~ ,/." .,'~Vf4,;;:,. f.) .\ ~ ~ 'Rl" ~ "". \ ~ 1 : !l ~ '\ I ~ \ ~ otetZ3.joJ ~g 1," ~ "1$1 I ~ , 1:,'." tf> .... ~ .... <tC "'f ~i"h""'...J!~/ r: ~" 't1~nM. ,:~;:..... ...,,"'...,.\..(...... [SEE SHtfT 1 roR eotmN~TlOH Of NOTe) RE B FLORIDA EXTRUDERS~~N~i~O~~'~i ctRT11CATt 0' WTHORlZAllOH NO. 8m SOD I T1'J'LE' SL DING GLASS DOUR 500" 1000 8. 2000 'MASONRV INSTALLATION WITH NON-STRUCTURAL BUCK AND TAPPERS DRAlfN BY: DB APPROVlD BY: RJA DATE:12/19/03 SCALE:NTS DWG I:fLEX0021 SHEET 1 OF' 2 N '; z (j) o . (j) -0 0 UJ> -.J LO ~ID Ow N en <(ll :tt: 00 W ....J -I - !l:U] 0 ~ 01- C~e N .J~C W <( . \D N !l:zw ~ Cl I- zet: 0 WC:J I Z UoOUI N 0 LO I - I"- S5 ~ ~ LO -' ~ ~ en z - 0::: 0 ~& 0 LUo zU 0 W ~~ >-~ Cf) u :t~ - en I- z~ -0 ::i 0 @B: Z UI- ::;)z I- 8~ (!) ::c s: 5 ~ w ~ ~~>2 LUUJ:2: (!) ::! - :::1=0 <( a:: Ooc~ Z >- Z5:oc Z a. ~UJo - J:..:J Cl Z 0 I-u.. ~8~ - ~ u -J ....J ~~m en a. i::ju W SHEET NO. a.. a:: Z 0 u 0 w 8-10M ~ t- o Cf) ::c U) W :::> L() ....J 0 c:> - LAST PLOT '" ~ DATE: December 21,2004 @ FRAME INSTALLATION 1/4. MAX. SHIM SPACE 1"118 HIN. EMBEDMENT T\lO BY VOOD BY OTHERS (NOTE 6) DOOR HEIGHT . T\.IO BV \1000 BV OTHERS (NOTE 6) 1N$TAt.LATlDN ANCHeR IS 'JlllD SCRtv <TYP,) (tme: 21) (ANC~S SHfJlJN lH SAHt PLANt FCR CLARIT't tN.Y. KJ)l( STRIP ~ to.E$ SPACED 2' APART CJ-. OPPOSITE rtANGE$.> CAUlK BET\lEEN HOOK STRIP & VOOD BUCK TEMPERED GlASS <TYP.) SLIDING GLASS DOOR HOCK StRIP INSTALL.ATION ANCHOR 19 \lOOD SeRE'" <NDT~ 21> CAULK StT\lEEN DOOR rLANGE e. SHEATHING 3/"- MAX. iEAml! \ BY OTHERS SLIDING GLASS DOOR INTERl.OCK ljDOK STRI.P DEJAIL TEMPERED GLASS <TYP.) PERIMETER CAULK BY OTHERS SHEATHING BY OTHERS SECTION B- a~ STUCCO OR SIDING BY OTHERS IMPORTANT INFORMAnON a GENERAL Nons These notes are ~~ to ensore proper installatIon of Florida E"<tn.lders MUestone products and must be (ollowed fully. A /# /# B ~lNEtW- INSTAt.lATION INSTRUCTl9NS ~ 1) SHIM PS RfQ'O. AT fAOi lNstAUAT10N ANOiOR wrrn LOAD WJUNG SHIM. MAX. AlLOWAet.e SHIM STACK TO LJn ae 1/4-. lOAD BEAAlNG SHIM AT SIlL MUST BE PRESStJRE iREAlEO WOOO OR PlASTlC AND MUST Be COMPlETE\. v ENCAPSULATED IN CAUOONG OR SET INTO WET CONomt. 2) tJSe SIUCONruO ACRYlIC CAUU< eai1ND DOOR RANGE AT HEAD & m-i6S. USEAAU.Y M>Pt.Y SlUCONt2fO B ACRYUC CAULKlMG UNOfR SILL OR SET S1LL IN BED Of WE"( CONCRETE. CAU\,)( BElWEEN BAQ( COMER OF sat. ~ RISER ANa CONCAfTE. C,4,UlJ( AU. f'ASrfNER HOlES PAtOR TO INSTAlliNG fASTENER AND AROUND HEAD AFT'ER ~ INSTAlLATION. 3) use SlUOONlZro ACA.YUC CAUlK roR PElUMEltR sm AAOUNO OOffUOA Of' DOOR AND BClWEEN HOOK ST1UP & 6UOC fOR POQ(Ef OOOM. 4) JAM!) AND stU. CORNERS AAE 10 BE SEAlED WITH A SMAU. JOINT StW1 SfAlfA.. 5) DOOR FAANe HATEIUAl: AlUMINUM ALLOY 61)63. .6. 6) 'tWO BY WOOO BUQ( AND/OR fAAMlNG AT THE Hoo, JAMB ANO HOOKSTR.IP TO Be SEOJREt.Y fASTENEO TO ill TAANsrm THe LOAD 'f0 THE WOOD OR APAAOVEO FAAMING MEMBfRS PeR Fee, SEcnON 1101....4.3 AND mE ENGlNEI:R OF Rf(o/U)'S DETAILS. NOTE; IT IS THE COOTRACTORS RESPONSJ81UTY TO REVlEW ALl DRAWINGS BEFORE CONSTRUCTlON BEGINS. D#lSCO ENGINEERING, LLC IS RESPONSIBlE FOR lliE STRUCTUlW. INTEGRI1Y OF 1HJS PROJECT ONt Y. A."f'f DISCREPN-lCY BEmU.N mo CONOmONS, OlllER DESIGN PROfESSION.AJ..S' SHOP DRAWINGS, CON1RACTORS' BUILDING METHOOS. AAO THESE SIGNED MO SE.AJ..ED DRAWINGS MUST BE BROUGHT TO lliE ATTENTION OF DANSCO ENGINEERING. LLC PRJOR TO 11-lE COMMfNCEMOO OF CONSTRUCTION. . ~ A EMBEDMENT 1"1/4' MItt A A EXTEJUOB ELtVATtOM ~ 2 PANEL DOOR SHOWN (SEE NOTES 9, 9 8. 10) 6 . ., Ii A . lNSTAlLAnCH M'COOR IS 'JOOD SCRE" "'PLASTIC ANa-uR crYP. \mERe TAPPERS ARt t-IlT REQ1). & stE NOlt 20) ll&ERAU Y N'PL Y CN..llkING UNDER SILL OR $(1 SILL IN BeD or C(J-,1CRElt (SE;t: NOTe: 2>. SHIH AS R[QljIRtD (sa: OOlt 1>. INSTALLATION ANCHOR 3/16. DIA. TAPPER (NOn: 15) CONCRETE OR MASONRY OPENING BY OTHERS SECTION A-A l r. L f ~ ~"...\\'h'lt,. :.......~. · ...;1....~. ~111 . III ,..,.~ '. .~.a..i) ~....... ~~:... I ~~ ,......L't ',...,'. ~ .'1_t\'''' ~~"""". ... " ,~.... ..-.-- i! tG1 \ ~ . J. ~ i 't ottz.1ZJ.1O.J \;f'" ~ /..$'1 "~ ". ~ . ..',-& ." 'i., ~'lto""""~~!f..~'y.'./' " H"'" ./.. 'fa Il~....,..:-.. \,,~,u.~..~... [SEE smET 2 feR CONllNUAnON OF NOlES] ~g III ~~ I~ REV DESCRIPTION DATE INI FLORIDA EXTRUDERSlNTERNATIONAL. INC. B ~ H01U..!L" '" .. u. 12118/03 RJA 2540 JEWE'IT LANE ~~.:= COOYlCATt 0' NJ1l-lORIlATlOM NO, 8m 0 D ~~ HQIl TJTLE: SLIDING GLASS DOOR 500, 1000 Sc 2000 ~1tO~ fRAME: INSTALLATION WITH tta SCREWS HOtU . TO II) . It TO n ~~ ~ 'lO DRAWN BY: BB APPROVED BY: RJA TJh'DIS f'Olt I<llOC ~ ~ ATE: 12/18103 SCALE: NTS wa I: Fl.EX0027 SHT I Cf' 2 ,..---- .;' '" / '" I \ I \ I \ , 1 \ I \ I \ / , / " / ......_--~ .5lllIlI......JIf--~ I #14x5/8" SHEET METAL SCREWS r SLIDE BOLT j LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR, INSIDE SLIDE BOLT LOCK OPTION 3" TALL U-BAR 20 GA. GALV, STEEL 50 KSI MIN, REV 01 02 03 DATE 9/27/1999 12/01/1999 1/2000 DESCRI?T [ON ADD 'CBPC' TO TITLE BLOCK CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT JAMB ATTACHMENT INFO; 50 KSI STRUTS; +25/-32 PSF HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUrf) U ....J ....J ~ ~ CO ~~ I 0> i5f:dd or::( to ~a~ 00> ffi8:ia o::::~ "-gtJ: 0.-- ~~~ -l <"') >-t5~ u.....-- ~ >- w I CO ~~~ ::c '7' WaD Oor::( >< ~ W f;j or::( !,YJ:a:= Wu.. ;0:>-0 co ~~~ o oo~<(~ -l ffi..q- 1ii u Z -l...--O> ~::j~ o o~ 000 0... l.O or::( ~;;::: z or::( ..q-" CIl ffiQ ItO........~Wt; 0""'-" ~~=' o <"') ~~D ~ co ~ ~~ ,-.--.... og"- >- co z ~~~ '0 Q, qI 0 0...0... LO ~ N ~ ('t") w a.. co LO r- 0> ~ W a.. N N ~ o <D o Z W Q.. MODEL: 110RW4 (25 GA. STEEL MODEL: 120RW4 (24 GA. STEEL ~ ::. SKIN) SKIN) OPTIONAL DSB GLASS OR 1/8" ACRYLIC LITES AVAIlABLE (SEE SECTION B-B) 20 GA. MIN, END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM 25 GA. MIN, STEEL TOP, BOTTOM & CENTER), SKIN COATED WITH G-60 GALVANIZING, BAKED-ON PRIMER. AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN, D 3" r- 1-7/8. ~ T o I ro /\ yo ----- 16 GA. GALV, STEEL TOP ROLli:R BRACKET, EACH BRACKET ATTACHED W/(3) # 1 4'5/8" SHEET METAL SCREWS. rr= 13 GA. GALV, STEEL FlAG BRACKET, EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/8" WOOD lAG SCREWS, t'J Z 00:: ut1J cnz z- <(t'J OZ w El Q.) ..c c Q.) Q.) L- (!) ~ c o en c Q.) CO (1) INTERMED~TE STILE ATTACHED w/ TOG-L-LOC (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) r ONE 3" TALL x 20 GA. 50 KSI MIN, U-BAR PER DOOR SECTION, &. s: "L" <,;) [jJ I <,;) Z Z w IJ. o 2" GALV, STEEL TRACK, MIN, TRACK TI1ICKNESS: ,060" DOOR IHEIGHT "L. 6 -6 70 7'-0-"-- 76 7'=6"- 82 8 -0 88 ...c c ~ :J Q.) -) :r: :J __ E c 5' ~ 2: ~ DDD LOCATION OF OPTIONAL VENTS OPTIONAL OUTSIDE KEYED LOCK POSITION MAX, DOOR 'w'IDTH 3'0' 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W/(4) #14'5/8" SHEET METAL SCREWS & (4) '/4.,3/4. SElf TAPPING SCREWS. '- :z: <,;) W I Cl:: o o o TRACK CONFIGURATION f- I Cl W I 0::: o o o LOCK POSrTlON (BOTH SIDES) TWO POINT LOCKING ~ r 3" TALL x 20 GA. CALV_ STEEl U-BAR. ONE U-BAR PER SECTION, EAC H U - BAR ATTACHED WITl1 TWO 1/4",3/4. SELF TAPPING SCREWS PER STIli: LOCATION, TYP, 2-1 /2"x 12 GA. GALV, STEEL TRACK BRACKET, (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). 1/4"x3/4. SELF TAPPING SCREWS, 14 GA. END HINGES VIEW "B" 18 GA. INTERMEDIATE HINGE VIEW "C NOTE 1: DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN), DOORS OVER 7'-0. HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). ALUMINUM EXTRUSION & VINYl WEATl1ERSTRIP, SECTION A-A (SIDE VIEW) 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WlTl1 TW() # 14'5/8" SHEET METAL SCREWS, 12 GA_ GALV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB--/" WITH ONE 5/16"x 1 -5/8" lAG SCREW PER TRACK BRACKET. VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2000 PSI MIN. CONCRETE COLUMN: 3 8"x4 SLEEVE ANCHOR BOLTS ON 24. CENTERS (C-90 BLOCK OR 2.000 PSI MIN, CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2.000 PSI MIN, CONCRITE). WASHERS INCLUDED WITH SLEEVE ANCHORS. 1-1/4" 00. MIN, WASHERS REQUIRED WITH TAPCONS, ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. NOTE: THIS ATTACHMENT INFORMATION MAY BE ALTERNATED BY THE ENGINEER OF RECORD PROVIDED THAT IT HAS AN EQUAL CAPACITY, MOLDED INSIDE LITE RETAINER H8x3/4" PAN HEAD SCREW (10 SCREWS PER UTE) OPTIONAL 1 0 SCREW WINDOW LITE SECTION B-B 20 GA. GALV, END STILE en z o if) > w rr:: 2x6 YELLOW PINE JAMB STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN, GALV, STEEL END STILE INTER, STILE l!QIL2; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR TI1E LOADS LISTED ON THIS DRAWING, OUTSIDE KEYED LOCK SNAP lATCH LOCK OPTION DES, BY MWN CHECKED BY llRA 'WING t<<1 101979 REV, 03 w o I-- o Z w <9 ~ o o LL w rr:: <( ~ a if) W w. LL ~ ~ 1-0u..LL ~ ~ ::. >- ><e.1~~ ~~LLR ,,-Ozu "-::'~<( ~ ~ '" b Cl:: LL :z <(ZWg D !:';j ~ ~ < CIl D o '" z z ~wQ<( o Cl:: CIl W CIl <( z::' , UJCIlw~Z ~z~LLQ f5QD06 O~~f-:J ~wa:=i5"- w~~g~ !;( ...J Z CD ::j ~ ..J -. Cl:: <( g~':'3Q~ Uj...JD>- ~[)~~15 N 0> (j) 0 L{) N z, ~ 00 -> W ~..J >ro 0 Ow <(0::: 00 ~~ N ..JV1 N u..~o ..J 0 ~ <( . <D e=z~ 0 zo_ I t5g~ N L{) I I'- ~ ~ L{) ~ PREPARATION OF JAMBS BY OTHERS. 2. DIA SHORT STEM, 10 BALL STEEL ROlLER, JAMB CONFIGURATION SECTION C-C OUTSIDE KEYED HAN D LE SNAP lATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. 2. GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET A WITH ONE 1/4"x5/8" BOLT & NUT ib. OR TWO 1/4" DIA. RIVETS, 14 GA. GALV, STEEL ROllER HINGES FASTENED TO END STILES EACH W/(4) #14x5/8" SHEET METAL SCREWS AND (4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE, 18 GA. GALV, STEEL CENTER HINGE FASTENED TO INTER, STILES W/(4) 114x5/8" SHEET METAL SCREWS, OUTSIDE KEYED LOCK LOCK BAR LOCKING END STILE DESIGN LOADS: +25,0 P.S,F, & -32,0 P,S,F. TEST LOADS: +37,5 P,S.F. & -48,0 P,S,F, INSIDE HANDLE MWW DESCRIPTION SINGLE CAR MODEL 110RW4 & 120RW4 +25.0/-32,0 PSF DESIGN LOAD VERllCAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): 1/2.x3" lAG SCREWS ON 24 CENTERS, 1-1/4" 00, MIN, WASHER REQUIRED, lAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD, DATE SCALE 8/26/99 NOTED MAX. DOOR SIZE 9'O''W X 8'0"H CIop<J)' fiJl1<:inQ Productll COI'T'oPOt'lJ' .... ~ Ro&erved. Tho amJn~rrt<<lts depicted h.eM art the sole property at the Ck5pO)' Buildi"'~ Product. CQI'TlpQny and may' not be reproducad in any form without Ita ..rtI:tMl pMmi~f\. CEPC (513) 381-4800 312 WALNUT STRfET6 sum: 1$00 CINCINNATI, OH 4-52 2 Of...!:Mott of C 9ufldTn Product. '- I Cl [jJ J: ~ o o o X ~ (24 SKIN) -/ - cz:: END ST1~ EL: 120RW4 GA, STEEL ATTACHED w/ TOG-L-LOC (TOP & BOTt SKIN WrTH PATENTED TO AND URETHANE ADHESIVE (ALONG CENT R) (TOP, BOTTOM & CENTER r OPTIONAL SSB GLASS OR - 1/8" ACRYLIC LITES AVAIlABLE (SEE SECTION B-B) ~ D I D D D E3 ~ F==; p 11 11 ; 11 ~-tr ~ - , ~ - - ~ '^ , 1/\ \ \jB E --- C I--- t----- C - VIEW If\J V\J V\J '/'I 17\ . D D D D D D /LO ~ ~ ~ (B TW h 1/\ \ I \ \ '^ D D D \ D D D / l/ N ~C:=:::::!C:=:::::! t::=:j \ ~ 1[", \.- LOCATION OF - A ~ OPTIONAL OUTSIDE KEYED . LOCK POSITION (5) INTERMEDIATE STILES FOR 16' WIDE DOOR 20 GA S ATTACHED TO DOOR G-L-LOC SYSTEM ), REV DATE 01 9/27/1999 02 12/01/1999 03 1/2000 DESCRIPTION MODEL: 110RW4 (25 GA, STEEL SKIN) MOD ADD 'CBPC' TO TIllE BLOCK CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT ADDED JAMB ATTACHMENT INFORMATION HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) VIEW "s" rr= 13 GA. GALV. STEEL FlAG BRACKET, EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1 -5/8" WOOD lAG SCREWS, "C" '- I <,;) [jJ I Cl:: o o o TRACK CONFIGURATION b I ro "L" 2" GALV. STEEL TRACK. MIN. TRACK THICKNESS: .060" DOOR HEIGHT "L" 6'-6" 70 7 -0 76 7 -6 82 8 -0 88. CK POSiTlON OTH SIDES) o POINT LOCKING f- I Cl [jJ I <,;) Z Z w IJ. o TYP, 2-1/2"x12 GA GALV. STEEL TRACK BRACKET, (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED), 3" x 20 GA. U-BARS, U-BARS IN A 2-1-2-1 PATTERN (I.E_ TWO U-BARS ON BOTTOM SECTION, ONE U-BARS ON NEXT SECTION. ETC,) #14x5/8" SHEET METAL SCREWS cr::~ UJO en zO ~UJ ~ ---I W >-I - 0 ~~ ~ - z~ I-- -0 0 ocr:: UJlL. 01- W Z ::Jz OUJ 0 I-- O(/) cr::zz I IJ.OO W <9 ~o()) w ~m> ~ - 1-1=6 <.9 <( rr:: ~a:C3 >- ~- ~ z ~UJgs lL ~I-' Z 0 1-lL. ~I-~ <( <( 0 -I::J IJ.O -l (/):Z:z -!:::UJ <.9 n.. i=~o 0 SHEET NO. n.. rr:: ~ 0 0 <( w 8-11 ~ 0 0 Z I en <( ~ 1.0 l- e e en LAST PLOT ('oJ @ DATE: March 15,2005 l:iQILL DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (NOT SHOWN), MAX, DOOR WIDTH = 16'-0" INSIDE ELEVATIONS J OPTI 0 NAL VENTS SHIP lAP JOINTS, OPTIONAL 1 0 SCREW WINDOW LITE SECTION B-B &. VERTICA AM ATTA HM NT - 0 2000 PSI MIN, CONCRETE COLUMN: 3 8 x4. SLEEVE ANCHOR BOLTS ON 20. CENTERS (C-90 BLOCK) OR 24" CENTERS (2,000 PSI MIN, CONCRITE) OR 1/4"x4. TAPCON SCREWS ON 16-3/4" CENTERS (2,000 PSI MIN, CONCRITE), WASHERS INCLUDED WITI1 SLEEVE ANCHORS, 1-1/4. O.D, MIN, WASHERS REQUIRED WITH TAPCONS, ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. NOTE: THIS ATTACHMENT INFORMATION MAY BE ALTERNATED BY TI-iE ENGINEER OF RECORD PROVIDED THAT IT HAS AN EQUAL CAPACITY. 1/4"x3/4" SELF TAPPING SCREWS, 14 GA. END HINGES VIEW "B" 18 GA IWERMEDIATE HINGE VIEW "C" MOLDED INSIDE LITE RETAINER 2x6 YELLOW PINE JAMB STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA, MIN, GALV, STEEL END STILE 25 GA MIN. STEEL SKIN COATED WITI1 G-40 MIN. GALVANIZING. BAKED-ON PRIMER. AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTI1 SIDES OF STEEL SKIN, #8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE) 12 GA. GALV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB--/" WITH ONE 5/16.xl-5/8" lAG SCREW PER TRACK BRACKET. 20 GA. GALV, STEEL INTER, STILE 7/16. 1.0. ROUND PU:~ 18 GA GALV. STEEL CENTER HINGE FASTENER (ONE PER ROLLER) FASTENED TO INTER, STILES W/(4) #14x5/8" SHEET METAL SCREWS. 14 GA. GALV, STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) 114x5!8" SHEET METAL SCREWS AND (4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE, /\ yo --- 12 GA. GALV, STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) #14x5/8" SHEET METAL SCREWS_ OUTSIDE KEYED HANDLE SNAP lATCH ENGAGES ONTO VERTICAL TRACK, ONE SNAP LATCH ON EACH SIDE OF DOOR, 2. GALV, STEEL TRACK FASTENED TO 12 GA. GALV, STEEL TRACK BRACKETS, TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT & I~UT OR TWO 1/4" DIA. RIVETS. &. VERllCAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): 1/2"x3" lAG SCREWS ON 18" CENTERS, 1-1/4. O.D. MIN, WASHER REQUIRED, lAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, ffi PREPARATION OF JAMBS BY OTHERS, 2" DIA. SHORT STEM. 10 BALL STEEL ROLLER, 3. TALL U-BAR 20 GA GALV, STEEL MIN, YEILO STRENGTH: 50 KSI 14 GA. GALV, STEEL END HINGE, EACH FASTENED TO END STILES W/(4) #14x5/8" SHEET METAL SCREWS & (4) 1/4"x3/4. SELF TAPPING SCREWS, JAMB CONFIGURATION SECTION C-C D 3. r 1-7/8" ~ T 3" TALL x 20 GA. CALV. STEEL U-BARS IN A 2-1 -2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION. ONE U-BAR ON NEXT SECTION, ETC.), EACH U-BAR ATTACHED WITH 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. OUTSIDE KEYED LOCK SNAP lATCH LOCK OPTION MAX, DOOR SIZE: 16'0"W X 8'OH DESIGN LOADS: +24.0 PSF & -24,5 PSF TEST LOADS: +36,0 PSF & -37.0 PSF NOTE: IT IS T11E CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRuCTION BEGINS. DANSCO ENGINEERING. LLC IS RESPO~SIBLE FOR THE STRUCT1JRAL iNTEGRITY OF THIS PROJECT DNL y, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COM~ENCEMENT OF CONSTRUCTION END STILE HANDLE NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITI1 CURRENT BUILDING CODES FOR THE LOADS LISTED ON TI1IS DRAWING. END STILE SLIDE BOLT LOCK ENGAGES I NTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR, INSIDE SLiDE BOLT LOCK OPTION DES, BY MWW ORA ....ING NO, 101980 REV, 03 OUTSIDE HANDLE END STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING Clopoy B.uitdin9 Products Company AI Ri9hta Resor.~, The orTon~"ment. d"pict.d herein ore \h. sol. prop.rty of \he Clopoy Buildin9 Product. Company ond may not be reproduced in any form without its written permis.ion, CEPC (513) 381-4800 312 WALNUT STREE~ SUITE 1600 CINCINNA TI, OH 452u2 Division of Clopay BuIlding Produofs ,,--- " ........ / " / , I \ I \ , I \ J \ I \ I " / " / '---" CHECKED BY MWW DESCRIPTION DOUBLE CAR MODEL 110RW4 & 120RW4 +24/ -24,5 PSF DESIGN LOAD 13 GA. GALV, STEEL BOTTOM BRACKET ATTACHED WITI1 (2) f!14x5/8" SHEET METAL SCREWS, ALUMINUM EXTRUSION & VINYL WEATHERSTRIP, LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. DATE SCALE 8/26/99 NOTED SECTION A-A (SIDE VIEW) L I PRODUCT APPROVAL SPECIFICATION SHEET Simpson & USP Cross Over Chart with Florida Product Approval Numbers Florida Product USP Product Florida Product Simpson Product Approval Product Description Approval Number Number Number Number A34 FL474 Framino Anchor MP34 FL570 ABU44 FL474 Adjustable Post Base PAU44 FL569 CS22 FL1901 Coil StraD Tie RS300 FL822 H3 FL474 Hurricane Tie H10 FL474 Hurricane Tie RT16 FL565 H2.5 FL474 Hurricane Tie RT7 FL565 H6 F L4 74 Hurricane Tie LFTA6 FL820 HCP2 FL474 Hip Corner Plate Connector HHCP2 FL817 HDQ8-SDS3 FL474 Holddown UP H 08 FL817 HETA16 FL1901 Embedded Truss Anchor HTA16 FL821 HETA20 FL1901 Embedded Truss Anchor HT A20 FL821 HGUS210-2 FL474 Truss Hanger THDH210-2 FL821 HHETA40 FL1901 Embedded Truss Anchor HSURJL410 FL503 HeaVY Skewed U Hanger HTS16 FL538 HeaVY Truss StraD HTW16 FL820 HTS20 FL538 Heavy Truss StraD HTW20 FL820 HTT16 FL503 HD/Tension Tie HTT16 FL821 HTT22 FL503 HDlTension Tie HTT22 FL821 H US26 FL474 Heavy Joist Hanger HUS26 FL818 HUS28 FL474 Heavy Joist Hanger HUS28 FL818 HUS410 FL474 Joist Hanger H U S41 0 FL821 HUS412 FL474 Joist Hanger H U S412 FL821 HUSC410 FL474 Joist Hanger HUSC412 FL474 Joist Hanoer ITT FL474 TF I-Joist HanQer THO FL815 IUT FL474 I-Joist Hanoer THF FL815 LGT2 FL1423 Light Girder Tiedown LUGT2 FL568 LSSU210-2 FL474 SloDable/Skewable Hanger LSSH31 FL816 LSSU28 FL474 Slopable/Skewable Hanger LSTA12 FL 1901 Strap Tie LSTA12 FL816 LSTA18 FL1901 Strap Tie LSTA18 FL816 LSTA30 FL1901 Strap Tie LST A30 FL816 LST A36 FL1901 StraD Tie LSTA36 FL816 LTS12 FL474 Twist StraD L1W12 FL820 LTS16 FL474 Twist Strap L1W16 FL820 LTS18 FL474 Twist Strap L1W18 FL820 LTS20 FL474 Twist Strap L1W20 FL820 LTT19 FL474 Tension Tie LTS19 FL822 LTT20B FL474 Tension Tie LTS20B FL822 LUS26 FL474 Joist Hanger JUS26 FL821 LUS414 FL474 Joist Hanger J US414 FL821 MBHA3.56/11 ,88 FL538 Masonry Beam Hanger NFM35X1178U FL578 MET A22 F1901 Embedded Truss Anchor HTA24-18 FL859 MGT FL1423 Medium Girder Tiedown M ST 48 FL1901 StraD Tie KST248 FL822 MST60 FL 1901 StraD Tie KST260 FL822 MSTAM36 FL1901 StraD Tie for Masonry MTS12 FL474 Twist Strap M1W12 FL820 MTS16 F L4 74 Twist Strap MTW16 FL820 ~?18 FL474 Twist Strap M1W18 FL820 MTS20 FL474 Twist StraD M1W20 FL820 MTS30 FL474 Twist StraD M1W30 FL820 MTT28B FL503 Tension Tie MTS27B FL822 PA51 FL474 Foundation Strap TA51 FL816 SOS 1/4x2 1/2 FL1463 Strono Drive Screw SDS 1/4x4 1/2 FL1463 Strono Drive Screw SDS 1/4x6 FL1463 Strono Drive Screw SP1 FL474 Stud Plate Tie SPT22 FL817 SP2 FL474 Stud Plate Tie SPT24 FL817 SP4 FL474 Stud Plate Tie SPT4 FL821 U24 FL1218 Face Mount Joist Hanger Set Pac 10 FL402,3 EXDOY H D Titen FL2304,2 Titen Anchor C) z oCt:: ott1 u)z z- <(<.9 OZ w o N ~ r- ~ ~ ,8 C"') co 1-'" I 0) iSbjd c::( (0 ~a~ 00) ffiB:11.i _ll') "-(!l:I: a::: ti5 0 :I: 0 o _____ B: ~ B: ....J C"') I- o(!l LL..- ~l-lJJ I ~ ~ffi~ :c I ~aca Uc::( >< I- lJJ N c::( ~:I:a:: UJLL <(1-0 co ~~~ 9 (O~ ~~~ ....J ~O) ~::J~ o o~ 000 a... ll') c::( ~ ~ z c::( .q-" en ffi ~ I (O'-"t!llJJu 0----- ~~:::l o C"') ;:!:t!lo ::5tro ~ffi~ "'"' '-""' DOa. >> c; a... ~ (0 w 0 a... z e> Q) .0 C Q) ~ (9 ~ ~ i > .J i '"' " :t: '" 'i :> " :5 ~ ~ ::> oB ~ j :: ;.J ;.J r: Il ~ '"' Ii Ii -l ;;: -< ;.J :l :l -< Il ., ::> ~ ;;:., ~ .l.o " ~ ~ 2 - /J ~ :> :> " :::l - (J ~ ~ L ..J :::l - '" ~ :3 ~ ~ As required by Florida Statute 553,842 and Florida Administrative Code 9B-72, please provide the inform~tion and ap.pr.oval nun:bers on the building components listed below if they will be utilized on the construction project for which you are applYing for a bUlldln~ perml~. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number{s) 1. EXTERIOR DOORS A, SWINGING Plastpro Inc.l Nanya Plastics Distintion FibreQlass Entry Doors FL1321 Jeld-Wen Exterior Doors FL498, 539 B, SLIDING Kinco Mk 2/3/4/5, Mk 2/3/4/5 HP, Mk 2/3/4/5 XHP FL126 BetterBilt (MI Home Prod.) 420, 470/452,470HP/452HP FL561 Fla. Extruders (Milestone) Series 500/1000/2000 FL45 General Aluminum 420/430/440 FL264 C. SECTIONAL Clopay Building Products Residential WindCode Doors FL542 D. OTHER 2. WINDOWS A, SINGLE HUNG Kinco Mk 40/50, Mk 40/50 HP FL123 BetterBilt 165,165/3000,740/3140,3240/4250HP FL663 Fla, Extruders Series 1000/1500/2000 FL42 General Aluminum 1100/1140/1440/1450/1540/1550/1570/1900/ FL254, 1698 1940/1970 B. HORIZONTAL SLIDER Kinco RW HP, RW XHP, RW4-XHP FL 124 BetterBilt 168/3168, 680 FL670 Fla, Extruders (Milestone) Series 1 000 FL43 General Aluminum 1180/1480/1580/1590/1980/1990 FL256, 1700 C. FIXED Kinco Mk 40/50 PW/CT, TWPW/CT FL125 BetterBilt 165/3000,740/3740, 3240/4250HP, 680 FL676 Fla. Extruders (Milestone) Series 1000/2000 FL44 General Aluminum 11 00TDL/11 001450TDL/1450/1550/1570/1900/ FL255,263,1697 1970/5000/5300/5350 D. MULLION Kinco M03-04A, M02-03A, M96-08C FL957 BetterBilt Fla. Extruders (Milestone) FE5709/5710/5711/5112/5713/5714/5718 FL974 FE5700/5701/5702/5103/5704/5705/5717 General Aluminum 1100/1900/1970 FL1252 3. PANEL WALL A, SIDING FL1965 B, SOFFITS Kaycan Ud, 0605/0606/9500/9510 Aluminum Soffit Cameron Ashley Building 41550/451 02/451 02N Aluminum Soffit FL406 C. WALL LOUVER D. GLASS BLOCK Pittsburgh Comino CorD. Glass Unit Masonry installed w/Mortar FL1363 E, OTHER 4. ROOFING PRODUCTS CT20 (and AR), Landmark 30/40 (and AR), A. ASP HAL T SHINGLES Certain Teed CorDoration FL250 XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS C. ROOFING FASTENERS NOA No. 03-0930.08 D. ROOF VENTILATORS Air-Vent Inc, CRV Aluminum Ridge Vent E. ROOFING TILES FL479 F, MODIFIED BITUMEN Certain Teed CorD.-Roofing Modified Bitumen Roof System G. SINGLE PLY ROOF SYSTEMS H. CEMENTS-ADHESIVES COATINGS I, ROOF TILE ADHESIVE J. OTHER 5. SHUTTERS A, STORM PANELS B, COLONIAL C. ROLL-UP D. OTHERS 6. SKYLIGHTS A, SKYLIGHT B, OTHER 7. STRUCTURAL COMPONENTS A, WOOD CONNECTORS/ Simpson Strong-Tie see chart ANCHORS USP Structural Conn. see chart B. TRUSS PLATES MiTek Industries, Inc, Truss Plates FL2197 C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa-Lam SP FL1644 Wood I-Joists ALLJOIST FL1645 D. RAILING E, CONCRETE ADMIXTURES F, MATERIAL FECP Corp. (Cast-Crete) High Strength Concrete Lintels FL158 G.OTHER 8. NEW EXTERIOR ENVELOPE PRODUCT A. B. w c a... o en ...c c c Q) >- CO ::J Q) -, :c ::l >- E C ::l ~ ~ ~ DDD en z o en > ill cr:: lJJ ~ ~iS~~ I- ~~~I- o x0~?j z ~3~8 ill "-::::!ilJJ<( <9<( ~~~~ <( z Ii! 8 I- D\:y<( o ~~~~ o ~lJJQ<( LL g~~~, w ~~~~~ cr:: ~QOo::;;: <( oenO::I-U => offiQ~i:2 a ~~ffig~ en ~~~ffi::J a~'1~~ (/) w.....J 0): ~e5~~~ z gci Ul> -.J ~!ll Ow <t:~ 00 -I ~tQ 01- .JUl U.WD N ~~~ N ~iw ~ zot: 0 WOJ I U\CtQ N L() I f"-.. ~ ~ L() ~ N (j) (j) o L() N =<<: W o cr.::~ -I ~8 ~ ~~ ill ::a; 0 >-::t: 0 ~~ 0 - z::a; I- -0 0 ocr.:: 0::: LJ.Ju. Uf- Z ::::Jz a... OUJ I- Ocn a.. ::c 1r5ei ~uii? <( W <9 lJSm> ~ - f-~Ci J- et.: ~0::i3 <( >- ::0:: 0 z D... ~UJO ::a;::t:...... I-u. :::> z 0 ~I-g <( 0 0:6 0 --l cn::t:z -CUJ 0 D... ~::U 0::: SHEET NO, D... cr:: a.. 0 0 <( ill SFPA ~ 0 0 ::c - en 0::: => ll') 0 0 0 -I LAST PLOT N @ LL DATE: January 05, 2005 NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR Tl1E STRUCTURAL INTEGRITY OF THIS PROJECT ONL y, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, COl',TRACTORS' BUILDING METHODS, AND THESE SIGNED MD SEALED DRAWINGS MUST BE BROUGHT TO THE ATIENTION OF DANSCO ENGINEERING. LLC PRIOR TO THE COMMENCEMENT OF CONSTRuCTION The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these prod~c~s, the following information must be available to the inspector on the jobsite; 1) copy of the product a~proval, ~) the p~rformance charactenstlCS which the product was tested and certified to comply with, 3) copy of the applicable manufacturers Installation reqUirements, Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. DATE ......--- ./ ....... / "- / , I \ I , I I \ J \ / \ I "- / " / ......---...... APPLICANT SIGNATURE