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Home My WebLink AboutBIN B-4 PERMIT 4317 I ~ 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 C,O. ~ 3" VTR I I I I I I I 2" I 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 LINE SET BACK REQUIREMENTS FRONT: 20' MIN. REAR: 10' MIN. SIDES: 5' MIN. q ~ 14'-{) " 3'A" 5'-2" . . . 5> I'- r------------------------- I I I I I I : I I ~TJ : SC4- I BIBB !______INDICATES FILLED .....--I CELL FROM FTG. 11'-10" UP TO TIE BEAM WIGROUT & 1#5 ROD VERT. @ ALL PLACES SHOWN ~ I'- r1O\ \gJ o .-;t ('f') I I I 1-"1-----, .:~ : I: I I II TUB I I I I I I I I I I I I I I I I I I I I I I: I : .; \L- J .........-....... II "'\ IWIS'1 " / \\, ., ~ 19'-1" WIC LAV ,-, , , I I , , '-' r....--.-, I I L...____.J <::> .-;t to _ _L _ I I I I I 2';0" u__== ===========,-' 2'-7" 2'-6" . N , 11) :t= f1\ \g) I , I I I I I I : DRAINLlNE .: UNDER SLAB ---~------------------------ ---r------------------------ 3'A" 2'-10' . 40'-{)" 10'-{)" 8'-8" 16'-{)" 6'-{)" 7'-0" 3'-8" Iro g::s STEP DOWN 3.5" n.. (J) I' . . I I I I , I I I I I I I I I I I I <.rJ I I I , I I I I \ ., ---r- -r-- I I I I I I I I I , ------ ---------------------~---------------------------- RECESS @ SGD 115\ ~ @ ~ 0') ..-l r------ 28'-2" <.rJ LAV /1-;i-lo\ " ,la I ~ ' ~_CP' I I I I I I I I . WIC ,_, (.-~ r-----n~"l _ ' \ II I I r - --, J I , : q~ I, / II I I I I I I I I . "- -,., ": I IIW III" ('I') Lj_J II III I, r-- ---------r-' 'L__..JII' , I I '. '-_____'..J I I V------------......... I I 10PT.1 :: ,/ TUB ]""W: C';oI , I 1\- I ~ ' I " t I ________________.1..J.i.;-.-~-------;J I I I ~ .....:::::___;:..... 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I 6X6 10/10 W W M, OVER 6 MIL ~ I N VISQUEEN VAPOR BARRIER & ~ @ I , TREATED FOR TERMITES ..-l I 0 I I ~ I N I'- 2'-7" 12'-B" It 5'-10" . ~ ('f') ('I') I . 4'-{)" ~ N ..-l ------------------~ 11) ("f') Z ~ 8 n.. w I- (J) --- . ro ::s (J) I ~ a:: 5> I.Cl @ 6 '-() " 40'-{)" ~ ~ C';oI ~ r12\ ~ STEPIDOWN 3.5" , I , I I rll\ ! \2.Y I ~ I 0') 3/4" CONTRO~ ..-l JOINT f---- ------ -~----------.-- I I I I I I I I I . I I I 18'-8" f2\ ~ 1--- I I I I 1 I I I I I I I , I 1.._______ 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 9 S1 ro ::s U) I U I- a:: . il I ---------------r------------------------ I ri. 1'-8" ).'A" 16'-{)" 19'-0" FOUNDA liON PLAN SCALE: 1/4" = 1'-0" ;r:-:::;::::::-~ I ... \ \ I I I' I I 'II.....' ....'\111"'/.) I') ',I_::,~::'_II" II'...."/y~...../IIJ 11,/ 111\' 'I 1'1 I ,1/ I \ " I ~--.::=_:_--~ . r+ HOSE BIBB ~ Q) .0 C ~ C ..c "- 0 C ~ ~ ~ ~ ~ :.I: Q) -, I :) E C :S ~ ~ ~ D~D ~ (J) t z 0 o 6 (J) ~ > ~ W N 0:: W o o --.J --.J en o o ~N Ll... U ' Ow c:::i ~o ~ a:: 0: - wo.. !!! 0..", I 0- 0 a:: I a:: 0.. I- 0.. ~6 ~ -I- W Qz '" w!:!:! :::l IX I~O U<t I-'-"W <( LL.: w w !::::! l.L.l O:IO: ro <tl-O ",0 I g~000~~ -I".;t -u o o~ [i3::J 5 9:: 11) NO. ex: .......~ 0"0 '<.0<( zzz o~U<tiio 0('1') U)~f= .;t..-l "z u ('I') 00 ~ - :::l ~ ~"O X, Cias~ as~ oo[i] .0 w&l ex: o U)z>- . I W <( z n.. n.. ~ 0 <t <0 (!) Z 00:: OW (J)~ z_ <(0 Oz W NOO 1'-0') 11)<.0 ~O') ,11) <(.;t 0<.0 Q:M O..-l -100 u...~ ~ C ............... JUN 2 1 2005 ~ I'- 0 ~ ~ ~ I en 0 lDl"- ~~ q q ..JIO ('f') u..~ ~ ~lD <CI";- 0-(") ~~ ~~ -r ('f') 5> <.0 3'-O"x3'-0" AIC COMPo PAD 4" CONC. SLAB WI 8" X 8" THK'N EDGE. VERIFY LOCATION WI BUILDER (/) --I --I - :c >-~ 0::- 0> 1-1- z(/) LULU >0:: zU -0 ~O t'- ~~ OU 00 1--1 ~a:l It'- ~~ ~I- LOO ~-.J CJ <.0 5> 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. \LL ,,, O!C S, L\L.. L0.\:r'L Y \\1TH ALL .. i<.E \' A111"iG CODES, FLORIDA BUlLDING CODE.. NATIONAL [LECfRlC CODE fu'IT em' OF ZEPHYT>.: :L: c; ORDr.--:A..'\CES Z O. -0 ~~ cO) <cW 00:: -0 O::J: 0(1) ..JI- u..(I) ..Jwo ~~g I-:iW Zo!:: wo:;) OlD(/) a::: n.: a::: (Y) W LU 8 z z 0 () <( LU ~ ::;E 0 >- 0 I- ~ ::c (/) N :J 0 ~ ~ 0 0 0 Z L.l.J a::: U lJ.. :J ~ a:: I- 0 z 0 w I a::: (/) 0 a..zz woo (!) a:::u_ U- L.l.Jz~ COLU> W >< I-t:a 0::: o - <( ~ 0 za:::o >- >- 3 - <( <(wa::: Z Q.. ~::cg zl-lJ.. Z 0 :55ci a.. o a::: :5 () ~~~ ::c - LU 0.. I-~U HEET NO, n.. a:: 2 0 () w ~ OF 0 I 4 U) ~ I.Cl 0 0 N LAST PLOT DATE @ June 21, 2005 FDN. (MONO) DE #250981 u,r ~rc .,- . D'\TE~l ' ~} ') . ___ 1 -.. 1 v) eUI~CiNG EPT 'P?.)/: i'7 W f;~ :) r GRADE - o N 2)#5 REBAR SINGLE STORY FTG BEARING SCALE: N.T.S. FRONT WALL OF GARAGE PROVIDE 11/2" 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' O.C. TYP. 2) #5 REBAR SECTION @ GAR. DOOR REV. 9-17-03 TH SCALE: N.T.S. y 16" L = W.W.M. FINISH FLOOR LEVEL "': . '. ~~ ';" - -!r "'r ~ or o N 'i, "',,".; ~ :...0" ',.....0. ' (2) # 5 REBAR } 16"} SECTION @ GARAGE 1 STORY SCALE: N.T.S. W.W.M. 2- #5 REBAR 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. _....:~ - - ..:~-... - -....:.... -'-....:-....... --r 7 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" :.. . '~, 0' 0" :___j.. .:._:._:::~:.:,"; . m.. "'{ ,," l: .,., r:'1-.L.f':~~' . 4" 16" 16" A INT. BRG WALL 2 X 4 (ALSO SHEARWALL) SCALE: N.T.S. REV. 9/03 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. 8" 4" 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 2011, #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: lAW ASTM C90 2. MORTAR: TYPE M OR TYPE SlAW SBC TABLE 1402.8B IS REQUIRED TO BE TYPE M OR TYPE S 3. GROUT: 3/8" MAXIMUM AGGREGATE, 8" - 1111 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. c!') o ~ ~oo ll.~~ ......J mt'sj o~ci ~O') ~o~ ,m ffig:~ <(~ CL(/)I otO ~J:~ iY~ CLf-Q.. g ~ ~6 ~ LI.. ~ Q~ ~ w~ ::::l I>< ~d53 C) ~ N c:(~ WW,-- W a: I !:l:: CO <l:f-O (/) a I otOcozz:i:- .-ItO~,,<(~ O.-laO')Cii~Z 11) W....J ::::l n.. 11) NO' x <(~<(O"O , tOC) ~~ Z o ~ (/)ffi Q 0('1') "wf- ~@ ~~g '-" 3:"0 ><, ~r5~ g~ aoCb '0 w&la: o (/) z >- . 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() SHEET NO, 8-1 o ';/" .- .,-- I O'l o <.01'- (")1'- (")N -.Jl/) LLm . <.0 ~I';- ~~ ~~ z o. -0 ~> >.-1 -co Ow ~cz:: 90 CJ::I oU') .-If- LLfj) ..Jwo C2~g 'W ~zf- w83 O<.o(f) e:::o.: LUe::: zO zU o:(LU ~ ~ >- 0 z I 0:( ~ ~~ 00 LUe::: uu. ::J I- Oz OW a::: en a..zz LUOO e:::u_ LU z ~ IlJLU> I- ~ 15 ~ a:: 0:( >- ~ 9 <( LU e::: ~ I 0 zl-O: :5 I- .-I a..6~ ~~~ I - W I-~U n.. CI:: o C) w ~ o I (f) ~ m o o N LAST PLOT DATE: June 21, 2005 @ NOTE: IT IS THE CONTRACTORS RESPONSIBILllY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC IS RESPONS:BLE FOR THE STRUCTURAL INTEGRITY Of THIS PROJECT ONLY, ANY DISCREPANCY BElWaN FIELD CONDITIONS, OTHER DESIGN PROFESSIOMLS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE AnENT ION Of DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ....-----, , , , , , , , , , , , \ , \ 0i~. ^- "~ \ !'~ \ 1 \ 1 , I \!UN ! 1 2((6 / , , .... ;","" PLACE SEAL HERE DE #250981 v r \!) o U N .~ -.J I'- ex) l.L. t> '. -.J LO~ OWo ~O') ~a~ ILO ffig:~ ~ '<t a.. ell :x: Dc.D ~J:~ a::(Y) a..~a.. O..-l ~0S:2 u:~ Q~~ w~ ::> I >< :x:...J 0 ()<l: I-UW L1jll.: ~~~ CO <(1-0 o c.D~ ~ ~ ~ ....Jc.D Ul<(::> ....J ..-l 0') iii () ;2 00 w...J:;:) n.. l!) O...J <:t:~No0'i3 I(.D~ZZZ o ()<(5:0 - cJ)'~ 0('1') Ulwf= 't..-l ZZ~ ('I')~ ;1:00 >- c <i. Q) ::J Q) I Q) 1 I ::J E c >- ~ ::J CO ..c (j) f- oBTo 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 HTA16 1500 590 13-10d x 11/2" META16 1450 335 7-10d x 11/2" HTA20 1500 590 13-10d x 11/2" MET A20 1450 335 7-10d x 11/2" HTT16 4290* - 18-16d HTT16 4175* - 18-16d HTT22 5370* - 32-16d HTT22 5260* - 32-16d Sinkers LUGT2 1850 - 16-10d & 5-1&4"X3" LGT2 2150 16-16d Sinkers & 7- Wedge bol s - 1/4"x2 1/4" Titen L TS19 1390* - 8-10d L TT19 1350* - 8-16d Sinkers L TTl31 2650* - 18-10d x 11/2" L TTI31 ?:i10* - 18-10d x 11/2" FRAME APPLICATIONS FRAME APPLICATIONS RT7 5R5 170 10-8d x 11/2" H2.5 415 150 10-8d x 11/2" RT16 10:i0 645 16-8d x 11/2" H10 990 525 16-8d x 11/2" RT16-2 1030 390 16-8d x 11/2" Hl0-2 760 395 12-10d SPT22 715 260 8-10d SPl 585 - 10-10d SPT24 1075 260 12-10d SP2 1065 - 12-10d SPT4 885 - 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 HTW20 1530 95 20-10d HTS20 1450 - 20-10d MSTA18 1275 - 14-10d LSTA18 1165 - 14-10d MSTA24 1:i05 - 18-10d LSTA24 1235 - 18-10d MSTA30 1635 - 22-10d LSTA30 1640 - 22-10d MST A36 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 TR1 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 x TOP PLATE 2- ROWS OF 10d @ 4" OIC MAX. 10d @ 8" OIC I "'" I BLOCKS j r 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 SCALE: N.T.S. REV. USP 07-28-04 TH ('I') o 0 o ti: ~ (j) N 2 0 ~ 0 6 ~ (j) ~ ~ > ;q D W ~ w 0::: N ::J ci:> (/) 0 ~ CORNER "T" o r-i 2 o (j) 0::: W > TOP PLATE SPLICE DETAIL SCALE: N.T.S. 5/6/04 TYPICAL 1fT" AND CORNER DETAIL SCALE: N.T.S. 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 _ _ _ ~QUNDt\RIEU" O/C EDGES & 8" OIC FIELD ""--- METAL DRIP EDGE 2" X SUBFASCIA CONT. VENTED ALUM SOFFIT 8" X 8" X 16" K.O. LINTEL BLOCK W/1 #5 OlA. REBAR & FILLED SOLID WIGROUT PRECAST "U" LINTEL (SEE S/2A FOR LINTEL SIZE & REINFORCEMENT) FILL CELL -1 #5 DIA. REBAR W/ GROUT @ ALL LOCATIONS SHOWN ON F"""OUNDA TION & FLOOR PLANS ALUM FRAMED WINDOW W/ 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 / ~GRADE ~ _ _ _ ~QP OF_SLA~ ~ 2"x4" P.T. PLATE 1/2" x 8" ANCHOR 12 BOLT W/ 2" x 1/8" FLAT WASHER (TYP) @ @ @ J 32" k0:-J, 32" J w ~ 0::: WuJa~f2 n \:i: ~ ~ ~ '-":::i!-o::> I--x~o:::o o ::> l.L. B Og:oz<( Z~~~b W ~ l.L. ~ Z f~ <( Z 0::: 8 '-" 0 w <( <( w :.:: (/) 0 I--b~z~ O :;:) W Q oo:::(/)w <( Z ::E o (/) ell W <( u..~z~!f W~Qoo o (/) 0::: I- O:::f2~QG <(w~ffig ::)~o~:n 0' :;:) ...J - 0::: (j)g~1~ ...J w ...J 0 ;:}. ~ ~ ~ i~ : .... j~ , I ,0) ,0 'c.ol'- 1(")1'- '(")N '...Jl.() !ll..o) ; - c.o '~I'- I Cl. I :~~ i~"9 if-.... I 1/2" CO 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 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 I , I 2 - S.P.F. CONST. GRADE TOP PLATE SPLICE MIN 48" APART @ 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 611 O.C. W/8d COMMON NAIL @ STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. w/8d COMMON NAIL CD NO SPLICE @ HEADER - NAIL SHEATHING TO HEADER W/8'd COMMON NAIL@ 4" olc 2x4 P.T. BASE PLATE -11- IT -II II II II II II II II II II CI) -.J -.J - :c $ ..- (j) (Y) >- W -.J 0 e::: a.: ~ we::: a:: - 0 W zO > ~ ~ 0 W C\J () ~ ~ r- 0 >-0 r- ZI CI) -.J 0 I- <(/) ::J Z -.J ~~ L.L.I ~ e::: 0 o 0 W LU e::: a:: z U ll.. 0 ::J ~ > oz o u.J 0 0 UJ u.. I- e:::(/) Q..Zz Z Z ~ >< :r: LUOO 0 e:::u- - 0 0 ~ LUZr,Q :2 <t: COLU> -0 I-~O -- Z 0_< Z e::: 0 I"- 0::: >- ~ - < u.J e::: ~~ Z >- ~Ig <t: a.. zl-ll.. 0 0 :51-....J -.J 0 Q..6~ 0 0 r,Q~~ a. () I - LU I -.J I-::U C'J CO (j) SHEET NO. n.. Le) Cl::: 2 0 8-6 () I I"- 0 w l"- I-- ~ oM ~ () 0 :L W (/) ~ l- (/) ~ -.J LO Le) 0 -.J 8 <( N oM -.J 3: LAST PLOT C0 DATE:June 21, 2005 II III II I III II II III II "= 1 ="= III II FLOOR SY ~MII x8 P.T. SI~L PLAT 2 STORY ONLY) WALL SHEATHING INSTALL. & NAILING SCHED. NO SCALE 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 SCALE: 1/2" = 1'-0" 1 I :V: TRUSS/JOIST/RAFTER I I ~--- -------'--1 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 :3PT 24 w/6-10d TO STUD & TO TOP PLATE 2x4 SPF STUDS @ 16" O.C. I , I I I I I I ~'I I I --~- US? RT 16 @ 16" O.C. 3-12d EA. END OF BLOCKING ~,/ TRUSS/RAFTER , .. // /,' USP HTW20 W/24-10d x 1 1/2" .. _,' :':---TO BOTH TRUSS ~----. AND DBL. TOP PLATE/STUD --------- 2 - 2x4 TOP PLATE CaNST. GRADE SPF USP SPT24 W/6-10d TO STUD & TO TOP PLATE 2x4 SPF STUDS @ 16" O.C. TRUSSES ----- ----- - - -- - - -- STRUCTURAL SHEATHING (MIN. 7/16"). NAIL 3" O.C. EDGES STAGGERED, & 6" O.C. INTERIOR. 2 - 2x4 CONST. GR. SP TOP PLATE. SPLICE 24" APART MIN. USP SPT 22 w/4 -10d TO STUD & 4-10d TO BASE PLATE 1/2" x B" A307 A.B. OR 5/B"x 7" WEDGE ANCH. w/2" WASHER 6" FROM ENDS & JOINTS & @32" O.C. MIN.,w/#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 1 1- - - - - - - - "' , , , I r--------, , , , NOTE: IT IS THE CONTRACTORS RESPONSIBILlTl' TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC is RESPONSIBLE FOR THE STRUCTURAL INTEGRITl' OF THIS PROJECT ONLY. A,,.,,y DISCREPANCY BETv'vUN FIELD CONDITiONS, OTHER DESIGN PROFESSIOI\ALS' SHOP DRAWI~GS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCWENT OF CONSTRUCT,ON, , r---------n-, SEE F~OOR PLAN I ", ~ , , I ~---------------I I II , I " CJ \-_-------------- N 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. ------.... , , , / ' / ' / ' I ' I ' , \ I \ 6~ ,~. ~\- I --- I \ I \ I \JUN 2 1 2{{6 / , / , / , , , , , , 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 liB" 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. 09/13104 TH THIS DETAIL REQUIRED ONLY WHEN & WHEHE 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. ....------- L PLACE SEAL HERE DE #250981 en o o () ~co "-t5~ .....J LOO') ow' .....J ('I')W ~o8 ('1')0') cc:o::t: ~ ,11) wCl..1JJ C!J <(o;;t Cl..CfJJ:: 2 Q~ ~:i:~ O -- Cl..f-Cl.. ,...,. e::: ('I') f- ~ CfJ () L..L. O..-l Z 0 _ ,^ w ci ~ (5 f- W VI ...., Z CfJ 2 W wW~ _2 I~ ~a8 ~ fn ~ u..: 'w W N L....I \..J LLJ cc: J: 0: 2 ro <(f-o <IlOJ: L.J.J 0 W Z Z f- r.:I:1~~ ~~~ 000') w:j::J n..LOLO D .cc: <(o;;tN D(!)O 'W<( ~~z o ~o ~ ffi 0 0('1') (!)wi= o;;t..-l Z~U Q~~ ~~g gwz DOg: WUW '0 <IlCfJlJ:. OI w~>- ~n.. ~t3~ e STRUCTURAL NOTES: GENERAL NOTES: TERMITE SPECIFICATIONS: STRUCTURAL DESIGN CRITERIA LU ~e::: W LU- 6 g ~ '" :;;:LU I- '-' ~o~z I- -U506 O ~5a:u e:::ozu 2 8:~~;: <(0<(0 W LUe:::I-Z fl""l e:::D..:LU '-' <(ze:::o <( OLU<(O LU~enO I- b~6~ 00 6~ii5LU <(z~ LL enenLU$z ~z~ttQ W ~QClO:;;: 0::: oq"Je:::l-u <( OZO~- LLLUo::U~ :::> LU~LUOCl.. r"J e:::OI-55<( '-' <(....Jz ....J en g~1~~ ::j~~~~ <(0;.0<(0 FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFlED 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 WATERICEMENT 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 CO,\JFORM TO ASTM A-185. WVVF 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" AND 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 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 CODES: 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'-{)" 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 a.FTER ALL EXCAVATION AND BACKFlLL 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 PRECONSTRUCTION TREATMENT.(FBC 1816.1.7) 13. A CERTIFICATE 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 FROM 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) 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 SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3, TRUSS MEMBERS AND 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, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND AND PERMANENT BRACING ANDIOR 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, THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2001 FlORIDA BUILDING CODE, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 2002 NATIONAL ELECTRICAL CODES 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) LIVE LOADS: 20 PSF 10 PSF 40 PSF 40 PSF 40 PSF 17 PSF (SHINGLE) 15 PSF ORDINANCE 92-19 - APPENDIX ")" 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 DEAD LOADS: WIND LOADS: (F.B.C.) CONCRETE STRENGTH @ 28 DAYS 3000 PSI 3000 PSI ('I') o o ~ (j) C\l 2 ~ 0 ~ w (j) ~ Gj w 0::: :::> CI) ~ o 'l"'"'i 2 o (j) 0::: L.J.J > VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2001 FBC. D PORCHES AND BALCONIES SECTION 1014 D HANDRAILS - SECTION 1007,5 D GUARDRAILS - SECTION 1015, 1019.9 D STAIRS - SECTION 1007 D CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) o EGRESS WINDOWS SECTION 1005.4 ASTM A185 ASTM A615--40 40,000 PSI ASTM A615--40 40.000 PSI WELDED WIRE FABRIC SHALL CONFORM 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 REINFORCING: CONCRETE MASONRY UNITS: LO 00 N ~ LO N N ?"- 0M ~ m 0 ('I') ~ CD W W W 0... 0... 0... ?:.D Q,) .0 C YL-~ f.~ Q,) c Q,) 0 ..... <-' en c ~ Cl) CO a:i ~ I :J E c >. APR 1 2 2009 ~ :J ('Q ..c U) I- D~D STRUCTURAL STEEl: 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-C/C-D, EXTERIOR OR OSB VERSA LAM BEAM Fb = 2900 PSI (2.0E) DESIGN LOADS: TOP CHORD LIVE AND DEAD LOAD: BOTTOM CHORD LIVE AND DEAD LOAD: TOTAL: WOOD FRAMING: 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 ROOFING. upun CONNECTORS WOOD ROOF TRUSSES: 27 PSF 20 PSF 47 PSF 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, 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. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD 1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY CONSTRUCTION", 2001 EDITION, BE SUBSTITUTED WI (1) "SIMPSON MTSM16 TWIST STRAP WI 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR (4) 1/4" X 21/4" DIA. TITENS TO THE BOND BEAM BLOCK WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, AND (7) 10d TO THE TRUSS FOR UPLIFTS OF 1000 LBS. OR ( I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER LESS. USE (2) FOR 2000 LBS. OR LESS. OTHERS MAY BE SOUTHERN PINE, OR S.P,F. NUMBER 2 GRADE SHALL BE SUBSTITUTED ON A CASE BY CASE BASIS. USED REGARDLESS OF SPECIES. 2. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUB- 3. ANY WOOD FRAME BEARING WALL STUDS THAT ARE CUT STITUTED WI 1/2" DIA. ANCHOR BOLTS SET IN 3/4" DIA, X 6" FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH DEEP UNITEX "PROPOXY" 300 ADHESIVE BINDER FOLLOWING SIMPSON HSS2 STUD SHOES,TYP.. U,N,O. ALL MANUFACTURERS RECOMMENDATIONS ( OR 1/2" X 6" 4. ALL STUCCO FINISH OVER EXTERIOR FRAME MUST BE 7/8" THICK RAWL STUD EXPANSION ANCHORS. ) PER ASTM C. 926-APPLY 3 LAYERS WITH TOTAL THICKNESS 7/8" 3. REGARDING MISSED REBAR IN VERTICAL FlLLED CELLS: OVER METAL LATH. DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK, THE OMITTED REBAR, AND INSTALL A 32" LONG #5 BAR INTO 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH THE EPOXY FILLED HOLE. USE A TWO PART EMBEDDEMENT EARTH OR CONCRETE TO BE PRESSURE TREATED. EPOXY (SIMPSON "EPOXY TIE SET", OR HILTI " 2 PART" EMBEDDMENT EPOXY ), MIXED PER MANUFACTURER'S *ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPOXY. GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED ALLOW THE EPOXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS POUR. THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S 4. HURRICANE STRAPS MAY BE SUBSTITUTED WITH A STRAP OF RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO GREATER HOLDOWN VALUE OR GREATER UPLIFT VALUE IN THE SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT-DIPPED INSTALLATION INSTRUCTIONS ARE FOLLOWED. GALVANIZED OR STAINLESS STEEL FASTENERS. 5, FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT, DOT SODIUM BORATE (SBX) DOES NOT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES WOOD FRAMING INSPECTION NOT HAVE TO BE CONT. TO FOOTING) ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING FRAMING INSPECTION. o o;;t .- .- I 0') o WI'- ("")1'- ("")N ..JU{ 1u...0') . W <(I'- 111."" '~.- ~~ FIELD REPAIR NOTES DESIGN LOADS: DEAD LOAD: LIVE LOAD: TOTAL: WOOD FLOOR TRUSSES: 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) 15 PSF 40 PSF 55 PSF 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 FOUNDATION DESIGN. SOIL BEARING VALUE: ALL WORK SHALL COMPLY\VlTHALL PREVAILING CODES, FLORIDA BUILDIN3 CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES BUILDING DATA INDEX OF DRAWINGS REVIEWED HAY 06 Z005 SHT NO: TITLE z o. -0 ~> >..J -ro Ow <(~ go ~I CJ) O(/) ..JI- u...(J) ...Jwo .....I C2~~ I-ZW .....I zot: Wo::) - OWU) :c >- S UJ a:: -- 0::0... > (Y) wO:: zO 0 0 zO ~ <(W ~::::?: ~ 0 W >-0 CJ) ZI Z N () <(CI) ::J UJ ~~ UJ 0 I- 00 a:: 0 ~EE > ::JI- 0:: oz () Z ow 0 o::(/') Z I- n..zz woo LL 0::0_ - 0 :c wz~ >< row> ~ I-~O ~O W 0 0-<( ~ ZO::O l"- n:: >-~- <( <(wo:: ~ ~ 2 >- ~Ig zl-u... 0... ::il-...J 0 () 2 o...BC2 :s 0 Cl)II- -I-Z 0 0 0... () I-W I-~O I -I HEET NO, n.. N 0:: 0 CO 0 L!) w A ~ 0 I l"- I l"- (/') ::J ~ LO ~ 8 C\l ~ ~ LAST PLOT DATE @ April 11, 2005 L!) 0 COVER SHEET ~ -I DE #250981 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 = +1- 0,18 (ENCLOSED BLDG) A 1 lA 2 3 4 S-l S-2 S-2A S-3 S-4 S-6 S-7 COVER SHEET FLOOR PLAN DIMENSION FLOOR PLAN STEM FOUNDATION PLAN ELECTRICAL PLAN ELEVATION PLAN (II) STEM FOUNDATION DET. LINTEL DETAILS LINTEL PLANS ROOF FRAMING (II) GABLE DETAILS (II) STEM WALL SECTIONS STRUCTURAL 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 ~&r WIND BORNE DEBRIS AREAS DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - EI\D ZONE) # END ZONE IS ONLY WITHIN 5'-{)" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 120 MPH + 25,9 PSF 1- 34.7 PSF (END) + 25.9 PSFj-28,1 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 120 MPH) SINGLE 9x7 +25 PSF 1-32,0 PSF DOUBLE 16x7 +24 PSF I -24.5 PSF SEE ELEVATION PAGE FOR ACTUAL PRESSURES MASTER REVISIONS S-7A DESCRIPTION DATE S-8 S-8.1 S-8.1A S-9M S-10M S-ll SFPA ENGINEERED PLANS ON FILE NOTICE TO BUILDER TAMPA, FL 33609-1140 1-813-769-5277 IT IS THE INTENT OF THIS DESIG[\jER 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 CLARIFICATION..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. OXFORD 2003 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" SOLID 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'-{)" x 6'-8" BIFOLD 4068 1 49 1/2" x 82" A,F.F. 4'-0" x 6'-8" DBL BlFOLD 6068 1 73 1/2" x 82" A,F.F. 6'-0" x 6'-8" DBL BIFOLD 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 FIBERGLASS NOTE: REFER TO S9 FOR WINDOW ROUGH OPENING SIZES DO NOT NAIL LI D DOWN 1-3/4" OR 2-1/2" PLYWOOD OR OSB L HVAC STAND DETAILS NO TO SCALE " 40'-{)" !, 14'-0" 10'-0" " !, 3'.8" 11'-4" 14'-8" 3-U 82 PATIO 35 SH * 8068 SGD .r-- ..,. I ~III(I III I ... "-. V 1- II I ~-'--- ~ TYP. @ NON BEARING WALLS I III~: tW\ ~~ co ..-l ~I ~ I-- - - - - - - - /OPT./ = +- = ~ HOSE = ~ BIBB. ~ - - +-- = -+ - 14'-10" III~: 16'-0" II 10'-4" NOTE: *START DIMENSIONING HERE DBL 25 SH * -. ~ -~'"" II 8l ~ f'.. 2-U S8 FAMILY ROOM 14'-0" X 16'-4" CARPET ==l= MASTER BEDROOM / , I-- / t:: I-- I-- ~ I-- i-- i-- i-- i-- - - , 13'-0. X 14'-4" CARPET BEDROOM #2 ~ ::J ~ :r ( 1\ :; ~ SIM. WI (3) SIM. W/t14=U\ \ ~_ ~2X~COLU~~________ RT 16 \. S6 J 12'-0" ~ / / , / - . , ~ --iO'ClG-( - 11) - VAULT ..-l - - - I 13'-2" i-- 3'-2" 4l-4" 3'-4" ;2'-4" i-- i-- 11'-0" X 10'-8" 8'-0" CLG. CARPET - - ~ ~ o -' N ..-l "'" 8'-8" ~ 'I 3'-4" - V ~ /' ~1 ~_~ 6:/:: _I ^' Jr266~ h ~ r~ 8~AO"TCLHG ~ / - FlOOR'G~'ffi~ "'- ~ = 3? - . ~:8 LINE H IOZ ~ V5 ~ 0 f'.. VINYL ~ co ~ ~: :L5~ = y 1/2 WALL @ 39 1/2" ~ :t V5~ Olr~R ~ ~_ (11A_u\LJ..1 ~:J;~~ 00 W/COUNTERABOVE N ~ 11) ~~ /11 W)M.C ~ ~ + U('l')_ c:.@42"A.F.F.-- ~ ~ 7'~" ~'I~AII I -j I~ I ~ ~:r ~'-q" I-- ~ 3'-6" RISH z ~co-' N _ ~ _ ~ ~ ~~ ---------- ---------- t---' _ lC) :::::i~ - ~' 4068 r- I' '2668 J.- ~ ::: V 6'-4" V II 2'-4" ~\ 3'-4"/ N ~ "V I-- I-- ~ t:a ~\ 9'-10" 2'-8" 2'-4" t.:) ....J U o ..-l FLOOR'G I" LINE I:-- ~ I 1~~lY BRKFST I I 10' CLG, ~ I <:t 5'-2" VINYL 2'-0" c::: I - I ~I f'..1 I I BEDROOM #3 11 '-0" X 10'-8" 8'-0" CLG, CARPET [ l' D/Wl 0;> I" 1-:::1 ~ ~J I ffi~ DBLSINK $ - ~ 1'1-02 W/DISP B ~ ~ ('I') : :~L5~ KITCHEN (V) oo,,-LAUN I ~ 'I IO <0 V13U\ .' I M- 10'-0" CLG. ' " <.O0~8'-0" S3 VINYL " 3 -3 N CLG, I~ L f",n~~~~i RANGEfHOOD r- -:l:~ VINYL. ~ ~Jx~ 1 ~~~l i ----- 0'0 ~ -- :;:: L\~ .--- L~ _ _ __ J /" 2868 '-t 2,14" II 3'-4"\_1l~\ 4'-4" II 2'-4" I. SOLID 1 I' Ie..::::: I \ /~ CORE ~ I I I~ I II \!.l.l,lA-lJ. SIM. WI (2) 2x4 DOOR ~ co I(/)> ----.J V\ ~7 j COLUMN & LAT HEADER~ ,: ~ II: == (~tz~(~ MSTA36@TOP L- 3j~19!>~~G= --.J ) BM. WI 1/2" ~" "t 3'-4" 8"L 5'-0" ..... PLYWOOD FLITCH = * (( I ~ (TYP.) (/) ..-l 11) t6=U\ ('I') \gJ ~ ~ I-- I-- - - - Co - , . I'- I (/) 11) N 8"x4" FRAME OUT ARCH (TYP.) 1 I I I 10'CLG. I :r It.:) 0 DINING ROOM LIVING ROOM d..-l 9'-8" X 10'-0" I 0 11 '-8" X 14'-8" l..-l CARPET CARPET )-- - - - - - - - - - - - - -- /' ~ ~( ~ \. S7An /' 11'-8" > ~'-O'~ 2'-4" ~ 6'-0"'-,../ / 1.;J /' (@ ELE~ ~~ fuYERU ~ 35 SH -l /' ~ ~'~~y/15C-UI ~ ENTRY , \2y '\g/ j -FLOOR'G ~ ~r> ~ (SIM.)~ <:t LINE -'- ('I')~, '\S7ry , -.,!- : :~ I III LI ~ J PR{C-A~ fLINTEL; DBL 5SH J ~ 1~2U\ I~ (@ ELEV II, III ONLY) I I l- I-- I-- i-- - - - N = , N :; WIC 8'-0" CLG. CARPET VAULT f13U$ \g) " PROVIDE - PLATFORM FOR HVAC UNIT VERIFY SIZE WITH MFGR ~--iir[c---------: 19'-{)" ~ I LOCATE IN FIELD I (14A-U\ SIM. : 22" X 36" MIN : ~ WIRT 16 '----------------, 2 CAR GARAGE 11'-4" ~ o ..-l ~ ~ ~ - = ~ _ lC) !! ..-l ~ ~ - - - - - - - ~ I- = / - =/ .1 L 1I11 ~: LL. ....J n.. 16x7 OVERHEAD '- " ~ II o Z :E WIND:::; 27 PLF ... ~ 7'-6" 3'-0" 3'-0" 1'-8" 7'-6" 15'-0" 6'-0" 19'.0" 40'-0" 16'-{)" ;"-4" BASE FLOOR PLAN SCALE: 1/4" :::; 1'-0" ~ ~ O? lC) ~~ \g) I :r N ~ ~ ('I') 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 WIND:::; 45 PLF ... .. LJ.. ....J a- 0') ..-l II o Z :E (( ~ REFER TO SHEET S9+S10 FOR DOOR AND WINDOWS INSTALLATION WALL LEGEND FRAMED WALL I J 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 I I 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 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 "8" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. 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I L__=.JII '-11=[9 . AI..-l I.. _ _ _ _ _LJ -l ..-l _______<( /~ ~..-1 - : D ~::S ( TILE TO 16' ~ = : lQE] 1:~ ~'(\BOVETUB~ = I OPT J 1 D~::-"" ...-..- 1'1 _ I.._____LJ __ 6'-4" / I. 5'-8" /"'" 7 LDRYERVENT lW.H. 1/ II_~I~ THRU ROOF ~ I ~ MAX LGT 25'-0" i/- I I l/ "'-CONC. 1/ CURB 1/ ~ 1/ ./ 1/ ~ 1/ 0') l/ ..-l l/ l/ ~ V ~-+ (TYP.) Vv HOSE @ I~ BIBB 5-U 1/ S8 l/ ~-i" 1/ \ fl ~ a::: cL (Y) W w a::: z 0 z u 0 () <:( LU ~ ~ 0 >- 0 I- z :I: <:( (/') N :J 0 ~ ~ o 0 0 Z ~ a: 6 ~ 0::: ..... o w I a::: (/') 0 a..zz LU 0 0 0 a::: u _ Ll.. LU Z ~ cow> UJ >< I- ~ 15 ~ 0::: 0-<:( 0 z a::: 0 >- >- ~ - <( <:( LU a::: Z 0.. ::2: :I: 0 Z I- cC 2 0 :51--1 a..~~ :5 () ~i!:~ a. i!:3~ HEET NO. n.. c::: 1 0 U l1J :2: OF 0 I 4 (/) ::::) Lf) 0 0 N LAST PLOT DATE @ April 11, 2005 FLOOR PLAN DE #250981 I l!') o o N .N I"-- CO u... G ' ,^ 0') 0 UJ O' ..." (0 ~O') ~O~ ,II) ffi g: ~ <:( '<;/' c.. (/) I 0(0 ~:i:~ ,.., c..f-c.. ~~ ~i5~ Li~ Qz~ UJ ~ :::> I ~ I--.J 0 ()u.: ~~~ L5 C!: I Ct:: ro <(f-O (/)0 I g ~~ ~ ~ ~ c588ifii~~ n..I1)NO .C!: <:('<;/'<:(000 '(0 ~ZZ O,..,()<(rro o ('I') (/) ~ f= '<;/'.-l ~ZU ('I') 00 ~ - :::> '-oJ ::00 ><, <(t5~ gw iSoc.. z uUJ 00 ~~~ . I W <t ~ n.. n.. ~ 0 <( <0 o .....J .....J UJ ~a::: W W15 g ~ " ~LU I- '-' ::;?:Cl~Z I- -Cli06 ~~Etu o a:::OZU Z Cl.~~~ ~O<:(O W LUa:::f-'Z a:::Ll...LU o <:(za:::O <( OLU<:(O L.....: LU~CI)O r- I-I-ZZ O 0 0<:( ~~<nUJ p <:(z~ u.. ~ ~ ::g :5 zo' "z_tt: W ;::Qoo~ 0::: o~a:::l-u <( f:2rsQ~:J :::> UJ~ffi~~ a ~0~iJ3....J ", ::J ~ -. a::: - ....J>~za::: <:(0;;><:(0 o 2 ocr:: OW (j)W 22 <!0 02 W ~ c 40'-0" 14'-0" 10'-0" 16'-0" + NOTE: *START DIMENSIONING HERE 3'-8" 11'-4" 14'-8" 10'-4" ('I') o o ~ (j) N 2 ~ 0 ~ (j) ~ > o W w cr:: :::> (f) ~ 5' ('I') o . ~ z o (j) cr:: w > 35 SH * 8068 SGD DBL 25 SH * GENERAL NOTES: I" II I ] ! , f-- / ~ f-- f-- ....... - - ,...... f-- f-- f-- f-- i- f-- fe 5' f-- II) ....... .-l - ,...... i- i- ...11 11111I :~ I 11I1I1 I1I1 .. ..... 111111 1I111 :~: ~ ~ - - - - - - - - - - - =:r -.-l -.-l . - - - - - - 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 , / / / :r '<;/' .-l LO co N ~ LO N N l"- oM .q- 0) 0 ('I') .q- <.0 w w w a.. a.. 0..: / , ~-~-~-( I 13'-2" 41-4" 1------------------- o , ' 00 .-l 12'-0" 14'-10" ~ Q) .0 C Q) c Q) 0 '- (/) <.9 c <i. ~ Q) -, ::J E c ~ ~ ~ ~ D~D - ~ - - 3'-4" ~'-4" ~ 8'-8" """ ~ 3'-4" ~1 ~h /~ !i <--. II ~ II 11? U to N - ~ 3'-6" ~ oo~ ::N ~ 1V -M~ 4068 r- ~~668 j:- ;:: ~ 6'-4"V I, 2'-4" 1,\ 3'-4"/ :: n V - - - . 9'-10" 2'-8" 2'-4" 3'-2" """ /~ 6068 f-- :r f-- N - N - - - f-- f-- N f-- , fe N 2668. \ Vq - - - - I 8> f-- f-- i- i- i- ('I') - - - - - - ~~ I (f) ('I') 5' ('I') ":J if N ~ '- ~ .-l .-l - - - - - - - - I, 5'-8" " ..c !~~ APR 1 2 20Q!J -~ ='1 -N - ~\ . I I I ~ .... 't Ln I (f) N N I~ ~ '<;/' 1 ~ ?i> N 5' 1- ('I') N 5'-2" REFER TO SHEET S9+S10 FOR DOOR AND WINDOWS INSTALLATION 2'-0" ~ 7'..fi" ?? I'- I Q V ..... ..... , ~ Q IDr-- Mr-- MN ..JLl? LI..(1) .ID ~r-;- :!!!:~ <('9 1-..... WALL LEGEND ~ N ":J N r ~- ~.- r;ll~1 /\~ l/:868 ~ I, 2'-4" I, ... ... 5' ('I') , I I I I I I I I I I I I I I I FRAMED WALL 1- ('I') 5' ~ 5' N .-l I I r I I I I I I I I J I I I I I I I I I J I INTERIOR BRG. FRAME WALL I I 2X6 WALL "'''''''''''''''' "''''''' "'''i MASONRY WALL L . ? .-l .-l o .-;t * I ~ II) ('I') N ~ .---- t 2'-4" 1 3'A" 4'A" 6'-4" I --.. 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INDICATES #5 VERTICAL IN CELL FILLED SOLID WITH GROUT O? Ln N I (f) II) N ~ <::> .-l ! - - - -eo - " i~ - ...- - - - - - - - - - = / - =V JIll L I I II I ~: *- DENOTES EGRESS WINDOWS- PROVIDE A MIN. NET CLEAR OPENING AREA OF 5.0 FT SQ. GROUND LEVEL OR 5.7 FT SQ. OTH ER LEVELS WITH 2411 CLEAR HEIGHT MIN"A 2011 CLEAR WIDTH MIN., AND BuTTOM OF OPENING WITHIN 4411 FROM FINISH FLOOR / /' 11'-8" / , / 1'-0" 2'-4" " v '1 " 6'-{)" ~ o .-l ~~/ U C 35 SH '";' ~ ~ -;-'> > o in ('I') :r n~ -- ----- ------- 1111111It I / :r II) :r '<;/' ~ ~ :~ I ~J 16x7 OVERHEAD DBL ~ 5 SH ).'-4" 7'-6" 7'-6" 3'-0" 1'-8" 3'-0" 16'-0" 15'-0" 6'-0" 19'-0" 40'-0" FLOOR DIMENSION PLAN 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. SCALE: 1/4" = 1'-0" SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. L I 2" ~ 3" VTR I I I I TUB I I I 3" ~ 2" VTR I I I I I LAV. I I I TO SANITARY SEWER PLUMBING RISER N.T.S L c.o. ~ 3" VTR 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 LINE SET BACK REQUIREMENTS FRONT: 20' MIN. REAR: 10' MIN. SIDES: 5' MIN. q ~ 14 '-() " 3'.4" 5'-2" 3'-4" 2'-10' 40'-{)" 10 '-() " 8'.8" STEP DOWN 3.5" r --------- --------------- --------- ----- - --- 5> I'- . . . r-------------------------- I I I I 11'-10" ~O;~J BIBB-~ : ______INDiCATES FII_LED ....r- CELL FROM FTG, : UP TO TIE BEAM : WIGROUT & 1#5 , ROD VERT. @ ALL PLACES SHOWN ~ I'- ~ ('f') <::> .-;t to C';oI Lo o .-;t ('f') . o .-;t ('f') q M 5> I'- r1O\ \gJ 19'-1" , .i'~: : I: I TUB: I WIC LAV I I I I I I ",-, I I I , I I I I I I ,/_~, I I I , I II '\ : t: ,_" '~I . I } I r.... - - ~ I, IS I 11'-_ J I ~____~ x......41 - 1- _ _ _ __ _ = = = = = = = = = = = = =, ~ I I I I I 2';0" 2'-7" 2'-6" I I I I , I I I. 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I," ~' 11'------- Ii-c-- - - - - - I I I I I .' , I I I , I 1 . ~ ____ ______ ________________________________________ ___ J @ 6'-0" 40'-{)" I I I I fll\ ! ~ I ~ I 0') 3/4" CONTRO:I] ..-l JOINT f--- ------ -~---------_,-- 1'-8" I , I I H- HOSE I 5> I I BIBB I I'- I I I I I I I I I I I [Ii. I I 16'-{)" 19'-{) " FOUNDATION PLAN SCALE: 1/4" = 1'-0" )..'-4" ~ (0 ~ to 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, Z Q. -0 S!2> >...J cro ~~ 90 D:::c 0(1) ...JI- LL.(I) ...Jwo ~~~ I-ZW zo!::: Wo:> OCQ(I) a::: a.: (V) w LU 0::: zO U zu 0 <1: LU ~ ~ 0 >- 0 I- ~ B5 N :.) 0 z: - ~ o 0 0 Z l1.J a::: u LL. ::J f-- 0::: I- o z o ..LJ I 0::: (/) 0 CL Z z: LU 0 0 ~ a::: U _ LL LU Z ~ Q)w> W >< I- f: 0 0::: O-c:t 2 ZO:::o 0 >- >- ~ - <( <1: ..LJ a::: Z a.. ~ J: g Z I- LL. Z 0 :5 5 ~ CL 0 ::i () ~ ~ ~ a.. ~ :; ~ HEET NO. n.. 0:: 2 0 U w ~ OF 0 ::r: 4 fj) ::) 11) 0 0 N LAST PLOT DATE @ April 11, 2005 FOUNDATION (STEM) DE #250981 I " SOFFIT TO CEILING I' " -- II Id ~ ~ ~ r - ,III - - - , I ,.. I HOOD I '.1 I I '.1 I ? "'-"11/1 I ~ I ,1/1 I co :;) iO)" I ,1/1 I I'- I ,1/1 I ~ ~ I ,1/1 I D I ,1/1 I I ,1/1 I I ,1/1 , I ,1/1 , I ,1/1 I ~ I- - ..).---4 " , RANGE ~ KITCKEN 3/4" DRY\^/ALL WRAP 2X4 WALL [JtJ D~: D~ REF. IOPl1 ARCH TO BE ONLY ON FRAME OUT. ACTUAL WALL WILL NOT HAVE ARCH. , I I ----------, \ , VARIES 8" {b- ARCH DETAIL TYPICAL <it MASTER BATH MED \\ E3 CAB , \42" HIGH ""\M IRROR 1/2 33 SH TILE TO 16" ABOVE TUB I I , INTERIOR ELEVATIONS SCALE: 3/16" = 1'-0" L OPEN TO FAMIL Y ROOM r~O I I [II DI'N ELECTRICAL LEGEND ~ SMOKE DETECTOR $ SINGLE POLE SWITCH ~ $2 DOUBLE POLE SWITCH FLOOD LIGHT $3 THREE.WAY SWITCH I~ FLUORESCENT LIGHTING $4 FOUR.WAY SWITCH $DM DIMMER SWITCH n n n TRACK LIGHTING U U -<>- CEILING FIXTURE :D: SCOUNCE ( WALL MOUNTED ) CEILING FAN F1XTU RE dD 110 VOLT DUPLEX OUTLET 0 110 VOLT SPLIT SWITCHED OUTLET Ii DOOR BELL CHIMES (jb GROUND FAULT INTERRUPT u @- DOOR BELL ~WP WATER PROOF WI GROUND FAULT DISP dih 220 VOLT OUTLET 0 DISPOSAL ~ SPECIAL SERVICES OUTLET LCJ DISCONNECT SWITCH EJ T.V. CABLE OUTLET ~ PREWIRE SPEAKER ~ TELEPHONE CABLE OUTLET CD (@ JUNCTION BOX RECESSED LIGHTING CD THERMOSTAT @ WATER PROOF RECESSED LIGHTING 0 LOW VOLTAGE LIGHTING ~ BATH FAN [@] INTERCOM SYSTEM ~ BATH FAN WI LIGHT [E8] GARAGE DOOR PUSH BUTTON 4'-8" UNTER 42" A.F.F. 6 '-() " <D KITCKEN 42" HIGH MIRROR I I () U ~ n:: 1..1..: < . 0 q 1..1.. C? ~ 00 0 . 0 n.. <O~ ~ o ro SHOWER_ TILE TO _ 7'-0" -. I TUB: L___J -@ BATH - =::1 ] ~ - e- --. 22 SH e- I I I I - - TILE TUB - -f-TO 7'-{)" I I I I I I I TUB I I I L______ ___J (----------------------------------------~ SINGLE PHASE 150 AMP BREAKER PANEL NEMA 1 30 CIRCUIT : METER SOCKET} ~ : I I I I I I I I I I 1 I I I I I I I I I c::::::J c:::::::J o <D BATH #4 CU TO COla ~ WATER PIPE & DRIVEN GROUND ROD. BY POWER COMPANY 11/2" RIGID NIPPLE WITH I 2 #1 AND 1 #3 CU THW I CONDUCTOR : I I I I I I I I ~TRICAL RISER DIAGRAM V NTS ----------------------------------------- NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) --/- / q 00 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 FlNISHED 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.C.1. 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I-~U HEET NO. n.. n:: 3 0 u UJ ~ OF 0 I 4 U) ::J LD 0 0 N LAST PLOT DATE @ April 11, 2005 ELECTRICAL PLAN DE #250981 CUT/SCORED DBL KEYSTONE ~ I'- f 4'~" f I 4112" 1112" 1112" ~[mc c m~1 ~ W ~ ~ WJ (,:l (,:l ~[~~ ~~] CUT jSCORED DBL KEYSTONE DETAIL 7112" SCALE: 112' = 1'-0' ROOF VENT SCHEDULE ROOF PLAN II VERIFY WITH GEt\ERAL 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 I GARAGE 461 461 NOTE: 1'0" OVERHANG SCALE: 3/16" :::; 1'-0" LITE TEXTURED DECORATIVE FINISH >- 0:: I- Z l.J.J I @; 0 ~ Z () I 0:: 0 ~ ....J ~ ca ca I.J... 0 I 0 :r: a 0 q 0- ;.... ~ L5 I 8" CUT ..-l I BAND 5> ~ 0 I 00 0 3 ~ I to I FIN FLR. 1--- + 24.5 p s - 26.7 F 35 SH --24" CUT BAND KNEEWALL I () 0:: ct: I.J... 0 :r: 0- 0 () I- 0:: <( 5> I.J... ~ 0 0') ~ Q) 0 ~ 0 ca ~ () o 9 ffi 00 u.. o n.. o I- ENTRY DET. II NOTE: ALL BA DING/TRIM TO BE CUT/SCORED NOTE: 1'0" OVERHANG SCALE: 3/8" = 1'-0" ~ () o ....J 9 ~ 00 0 n.. o I- D ~ <.::l ~ ::c () o 9 ~ ~ 9 ~ to ~ 00 ~ o 0 o I- ~ + 24.5 p s ... - 32.0 F + 24.0 p s - 31.0 F LITE TEXTURED DECORATIVE FINISH + 23.1 p s - 25.3 F FIN. FLR, DBL 25 SH * 35 SH * FIN. FLR 8068 SG D L REAR ELEVATION NOTE: 1'0" OVERHANG SCALE: 1/4' = 1'-0" >- cz:: I- Z u.J @I <.::l Z Cl: < u.J ro 9 ~ ..-l FiN. FLR, ~ () o ....J CO u.. o Q.. o I- 9 00 FIN. FLR. ~ <.::l ::c >- u.. 0:: -r 0 ~ N ~ u.J ..-l Z 5> @I LiS ~ <.::l ~ Z 0:: <( u.J ro 2'-0" BANDING RETURN @ SIDES + 25.9 p S - 28.1 F LITE TEXTURED DECORATIVE FINISH 1/2 33 SH I- <.::l I o &y ~ to ~ o Cl Z :;: ... FIN. FLR, RIGHT ELEVATION II NOTE: 1'-0" OVERHANG SCALE: 1/4" :::; 1'-0" LITE TEXTURED DECORATIVE FINISH + 25.9 p s - 28.1 F .a 22 SH --- -- + 24.5 p D + 25.1 p s ... l- S - 26.7 0 F I - 27.3 F Cl LiS ~ I 2'-0" to ~ BANDING 0 RETURN 0 z @ SIDES :;: 35 SH * 25 SH ---- FIN. FLR. LEFr ELEVATION II NOTE: 1'-{)" OVERHANG SCALE: 1/4" :::; 1'-0" ~ () o ....J ro u.. o n.. o I- 9 00 STUCCO FINISH >- cz:: I- Z u.J @I o z C2 < u.J ro ~ () o ....J ro u.. o n.. o I- 9 ~ ..-l q 00 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, DDDDDDDD DDDDDDDD 00000000 __~_~QI[;]ggog[;] _ FIN,FLR. FRONT ELEVATION II 6" CUT BAND ~ <.::l ::c Cl : LiS ~::c c.o~ o Cl 3: FIN, FLR, 8" CUT BAND ~ () o _ ....J - ro 5'u.. 000 n.. o I- 6" CUT BAND LITE TEXTURED DECORATlV FINISH 24" CUT BAND DBL 25 SH 24" CUT BAND 35 SH 16' X 7' 32 PANEL OVERHEAD DOOR NOTE: ALL BANDING/TRIM TO BE CUT/SCORED + 24.0 p s F + 24.5 p s F + 21.6 p s - 26.2 F - 26.2 - 26.7 NOTE: 1'0" OVERHANG SCALE: 1/4" :::; 1'-0" ~ () o ..J ro u.. o n.. o I- 9 00 LU ~a::: u.i15~~ W I-wttl- () <l:o~z ~-o::) I- x [:2 a::: 0 o::)D:U o a:::ozu Z 8:~~:: <(0<(0 W wa:::l-z CZ::l1..w ~ <l:za:::o <( OW<l:O L..: LU~(/)O r- l-~zZ o 0 0< 5~Uiw o <(Z~ U. (/)(/)LU:5z t5z~ttQ W ~QOo!;( 0::: oq>a:::l-u <( ~ijJQ~:J ~a:::""'Cl.. :::> LU_LUg9; I'""'V a:::OI-CI:l.... \oJ ~-I~ :::l en 0'-1 _a:::<( (/)~~~~ LU-IO~ :J>~za::: <0;><0 o 'r'l 2 o if) cr: u.J > ('I') o o ~ if) N 2 ~ 0 ..-l l.J.J if) ~ > Cl u.J u.J 0::: :::l (J) (J) L!) 00 N <;;j" L!) N N t-- ~ <;;j" 0) 0 ('f) <;;j" <.0 uJ W UJ 0..: 0... 0... 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Z Z ~ ~8Q LL w z ~ COLU> W >< I- ~ 15 ~ 0::: ~oc<( 0 >- >- ~ 9 oCt: <l: w a::: Z 0... ~:r:g z r- l1.. ::i I- -I Z 0 ::J < Cl.. 0 a::: :5 () ~ ~ ~ :r: - LU 0- I- 3: u HEET NO. n.. cz:: 4(11) 0 () u.J ~ 0 OF I 4 (J) :::l 11) 0 0 N LAST PLOT DATE @ April 11, 2005 ELEVATION "II" DE #250981 I W.W.M. 2-#5 REBAR REINF. SEE PLAN F.F. (1) #5 REBAR CONT. INT. BRG WALL 2 X 4 (ALSO SHEARWALL) SCALE: N.T.S. REV. 9/03 HICKENED EDGE REV. 08-20-04 SCALE: N.T.S. DOWELS WI 900 HOOK @ FOOTING - SEE FOUND. PLAN FOR LOCATION z ~ 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" OIG FOR STEMWALL .::s 4'-8" & @ 2'-0" OIG FOR STEMWALL..:s: 6'-0" DOWELS WI 900 HOOK @ FOOTING - SEE FOUND. PLAN ~ llJ FOR LOCATION ......J 0 = :J l!)a.. N(/) HEADER BLOCK WI #5 REBAR CONT. @ SLAB LEVEL F.F. HEADER BLOCK WI #5 REBAR CONT. @ SlAB LEVEL #3 REBAR WI 900 HOOK @ 36" OIG _ '=tN' "o...J " Z . -,. ..-. ~ ~ - ,. . r.. ,. . ..I _ ~ I ('1') FINISH GRADE 8"CMU WALL EXTEND W.W.M. INTO HEADER BLOCK, . BEND 900 & HOOK o.' ,. .~ o.'. .; '," 3- OVER #5 CONT, " ..4, CO ,. ~o' ,. I - ,. ..,... ,,\ 16" i 2 # 5 CONT. ON 3" CHAIR N ...-l FILLED STEM WALL SOLID W I GROUT EXTERIOR BEARING J, STEM WALL FTG. 1-STO RY SCALE: N.T.S. EXTERIOR BEARING STEM WALL FTG. SCALE: N.T.S. RAISED FND. < 72" UNBALANCED FILL HEADER BLOCK WI BLOCK WALL #5 REBAR CO NT, ~ @ SLAB LEVEL F.F. DOWELS WI 900 - , . I HOOK @ FOOTING - - - ---.E.~ --.t. SEE FOUND. PLAN , I SEE PLAN FOR LOCATION . _ -"... _._ -....r.- _'_1 .- , . I I FINISH ~ ~ ";: J GRADE M ~ 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 z ~ 3.5" CONC. DRIVE w/CONT. JOINTS 10' O,C. TYP. EXTEND W.W.M. INTO HEADER BLOCK, BEND 900 & HOOK OVER #5 CONT, W.W,M. #5 REBAR CONT, ". ~ . ... (2) # 5 CONT, .' ...::. : 3 ON 3" CHAIR : ~,~ ~o.:~ 00 , ,... ... .. ,... \ J 16" j, FOOTING @ GAR. DOOR N ...-l Fl LLED STEM WALL SOLID WI GROUT 16" EXTERIOR BEARING @ GAR. SCALE: N.T.S. SCALE: N.T.S. STEM WALL FTG. 1-STORY STEM WALL FTG. 1- STORY 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.~ _,..- _....,._ _.....,._ ,. ..,"; J( tl.," ~ l ,. b. ' , ",' ,.. PROVIDE 3/4/1 X 9 1/4" RECESS~ #5 REBAR CONT."" ~ 0'.0" FIN. FL. DOWELS-SEE PLAN FOR LOCATION DOWELS-SEE PLAN FOR LOCATION (2) # 5 CONT. ON 3" CHAIR (2) # 5 CONT, ON 3" CHAIR STEM WALL FTG. SCALE: N.T.S. RAISED FND. BAlANCED FILL l-STORY STEP DOWN @ PORCH L S.G.D. SILL DETAIL STEM WALL FTG. SCALE: N.T.S. RAISED FND. BALANCED FILL 1- STORY W.W,M. 3.5" ~ :: :.-. .... '.:: ,-_. --. '~'1l ;_____': :. _n.n.,.: .. '_:_~-';~'. ; rl. ~ ;'.'''~;.".' --....... ........, ...:',.,:,---...' 4" 16" fie; STEP DOWN BRG. REV. 9/03 SCALE: N.T.S. 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"x 6"x 8" LONG WITAPCON ANCHORS (4) 3/16" X 31/4" CENTER BLOCK @ FILLED CELL 12" BELOW F.F. FOR STEM WALL ~ 6'-0" & 30' BElOW F.F. FOR STEM WALL ~ 8'-0" & > 6'-0" 1 1 10d X 3" @ 6" O.C. 2x4 STAKE W/MIN. 2'-0" PENETRATION I ,"TO SOIL @ EA. FILLED CELL FOR STEM WALL ~ 4'-8" @ 4'-0" O/C FOR STEM WALL~ 4'-8" & < 6'-0" @ 2'.8" O/C FOR STEM WALL> 6'-0" & ~ 8'-0" (5) 10d X 3" TEMPORARY BRACING DETAIL SCALE: N,T.S. BRACING NOTES CD ERECT TEMPORARY BRACING PRIOR TO SETTING & COMPACTlI\G BACKFILL o BRACING TO REMAIN IN PLACE UNTIL POURED SLAB IS FULLY CURED 8" 4" STEP DOWN NON BRG. REV. 9/17/03 TH SCALE: N.T.S. DOWELS WI 900 HOOK @ FOOTING - SEE FOUND. PLAN ~ I.l.J - FOR LOCATION ~ ~ l!)a.. ('oJ(/) HEADER BLOCK WI #5 REBAR CONT. @ SLAB LEVEL #3 REBAR WI 900 HOOK @ 24" OIC l=t= '. I ('oJ --..... " . , ". I -ri Z I ('1')~ EXTEND W.W.M. INTO HEADER BLOCK, BEND 900 & HOOK OVER #5 CO NT. #5 VERT. IN SOLID CELL WI 900 HOOK INTO FOOTING @ 8" OIC OR #7 VERT, IN SOLID CELL WI 900 HOOK INTO FOOTING @ 16" OIG ~ ~ 5' CO DURO WALL @ 16" OIC VERTICALLY 8" CMU WALL NOTE: STEM WALL MUST BE BRACED PRIOR TO COMPACTING BACK FILL AS FOLLOWING: OPT. 1: SEE TEMP. BRACING DETAIL BB/S1 OPT. 2: BACK FILL SLAB ON OUTSIDE COMPACTION DURRING FILL PLACEMENT & TO PREVENT BOWING OF WALL. MAY BE REMOVED AFTER SLAB IS POUR (3) # 5 CONT, ON 3" CHAIR 44" j, EXTERIOR BEARING STEM WALL FTG. SCALE: N.T.S. RAISED FND. < 96" UNBALANCED FILL 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: lAW ASTM e90 2. MORTAR: TYPE M OR TYPE SlAW 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, to o o NCO lJ..."':~ -.J r-- 0') 0 u . -.J l{) <.0 W D ('1')0') ~o~ ('I') ex: ex: - ,l{) wa..~ ~ '<t a.. (/) :r: 0<0 ~:r:~ - a..r-o... 0::('1') f-~(/) O..-l 20- ..J 00 0- f- W lJ..-.- -,zcn W ~ ::) 0~ i=d63 <::LL.: ww!:::! w ex: I: ex: "" <l: f- 0 ..... (/) D I: g ~ ~~ ~ ~ ..J O..-l 0') en U 2 o l{)w:::l::) n..l{)ND ex: <::'<t odo '<.o~~z~ o () <l:5:: 0 OM ~[jjB '<tori ZZ:::J ('I')~ 3:~D x, ~ f5 ~ $;(w DOa.. ..... Z (,) W '0 W(/)~ q::r: ~~ ~ n.. n.. f- 0 <l: (0 - o 2 oce: OW Cl)UJ ZZ <1::0 02 W ~ o . ri Z o en ce: W > ('I') o ~ CI) ~ Z N ~ 0 ~ CI) ~ > o W w 0:: ::J fj) (j) W lJ... ~ Cl: W ,J" 0 [f f2 o ~~:;!~ I- ><gi~8 o ::) lJ... (,) Og:o~~ Z ~~~o UJ WCl:f-'~ a:: lJ... w f~ <l: Z ex: 8 '-J oW<l: - ..u:':: (J) 0 ~O~5~ o 6- ~ 0 LJ.J O~~C5~ u..",z~Ef <l: 0 DO Woenex:f- ,..,0~0:':: u.. u..~C2(,) <(w:2:wo -.,~15~ii5 -J ...J- t""'.J 6-;:;1 . ex: '-F(/)~(/)O CI) ...Jw~6 ;J,e5::~ l!) CO ('oJ o;;t l!) N N I'-- ...-l q 0) 0 ('1') q (Q llJ W llJ a.. 0.: a.. ?.D OJ .0 C ~ C .c ...... 0 c '" CIl >. C ::J . E .S ::J ro ~ .c (/) ,f; 'I- D~D -l ..J ~ :2: w U; l{) o o N .t ~ o o '<t .- .- I 0) o CO I'- ("')1'- (",)N -lLQ LL.:O) .CD ~I'- !1."" ::;2:.- ~or 1-.- z o. -0 ~> >..J -ro Ow ~ct go ctI o(/) ..JI- LL.:fj) ..Jwo (2:5:&3 I-ZW z I- w83 UCOfj) CJ) .....J .....J - :c $ (Y) a::: 0..: >- W 0 wa::: 0::: - 0 W zO zU > <1: LU 0 C\J () ::::E~ .- >-0 z: I: .- (/) 0 I- <1:CIl :J Z Z 0 -:2: W a:: 00 LU a::: 1J.J Z U u.. 0::: 0 :J I- Oz > OLU () ill LL I- Cl::CIl a.zz: Z > <( ~t:o ~O Z 0-<1: t- o::: za:::D ~~ >-~- W <1:wa::: 0 Z >- :2::x:0 -.J <( 0... zl-O: 0 () 51--' -.J ....J 0 a.g~ 0 0 ~ ~~~ 0... () :x:-w I-~U I .....J ~ N CO W SHEET NO, n.. LD I- 0::: 0 CI) S-l (S) () I ,........ Z w ,........ :2: ~ 0 0 ~ ~ ::r: fj) ~ ::J .- 0 LO 0 L() 0 Z 0 ::) N ~ .....J fr LAST PLOT @ DATE:April 11, 2005 NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENG'NEERING. LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGR,TY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWElN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIG'JED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO E'JGINEERING, LLC PR'OR TO THE COMMENClMENT OF CONSTRUCTION. ------.... , " , , , , , , I , I \ , , ;"\ ,/ ('------\ l \: r- \\ I\"./~ : \ I \ , \ I \ APR 1 2 2005 / , , , , "" ' PLACE SEAL HERE DE #250981 ....----- I L 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 #5 DIA. 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"x8"x16" C.M,U. TYP. DOWEL 25" MIN, LAP (ACI 530) SEE FOOTING DETAIL TYP. MONO. FTG. I. SEE FOUNDATION PLAN ..I FOR LOCATIONS BLOCK WALL/REINFORCEMENT SCALE: N.T.S. 20" MIN. LAP f "." VVV 1 ~' "OO'Ii' xxx '.:)O<Y. 'xx' ~ ~, \/'JV" "'" ""-"#30; #: R~INFORC~N~ BAR #3 & #4 LAP SPLICE 25" MIN. LAP {' .", ^'~~E=JR=G =: ~ 'V'. #5 LAP SPLICE ~J { 36" MIN. LAP { ~,n~~~^~~~~~~~:~~~~~~ ~I~/' #6 LAP SPLICE TYPICAL REBAR SPLICE DETAIL SCALE: N.T.S. 3/16" DIA. TAPCONS @ 24" O.C. STAGGERED EXISTING FOUNDATION CD SECTION #5 REINFORCING BAR 1>-1 ~ \9" 10" #5 STD. 900 HOOK A-2 3/4" GROUT COVER EXISTING MASONRY WALL 3/16" DIA, TAPCONS @ 24" O.C. STAGGERED EXISTING FOUNDATION FORM W INON '" ~ SHRINK GROUT ~ TIE WIRE RETROFIT WALL OVERHANG DETAIL (NTS) A-2 FOR OVERHANGS BEIWEEN 11/2" TO 3 1/2. RETROFIT OVERHANG DETAIL 3-31-04 D,M. N.T.S. LINTEL BEAM: 1 COURSE LINTEL BLOCK WI 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 W1.4xW1.4 WNF n NON-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 S~~ -@ NOTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM, SCALE: N.T.S. TYP. SHEARWALL SECTION 9/16/03 TH _________ EXISTING U-BLOCK WI 1 #5 CONT, >- 0::: Z o (/) <( ~ !.J... o UJ (,) It l- => (.) ~ DRILL 3/4"X 5" MIN. HOLE SET BAR IN EPOXY CAP TO PREVENT LEAf<AGE #5X6' EMBEDDED INTO EXISTING U-BLOCK LINTEL TYP. TIE BEAM FILLED SOLID WI GROUT & 1 #5 REBAR CONT. FASTE.NERS (SEE OPT.) USP SPT4 W/6 -lOd 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" O/C (MAX) OR 27/8" HILTI X-DNI NAIL @ 12" O/C (MAX) OR 1/4"\'6 X 3" TAPCONS @ 16" O/C (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" DIG SHEAR = 61 PLF 1/2"~X 6" EXPANSION ANCHOR @ 40' O/C SHEAR = 61 PLF 2 7/8" HILT! X-DNI NAIL @ 12" O/C SHEAR = 140 PLF 1/4.~X 3" TAPCONS @ 16" O/C SHEAR = 198 PLF REV. 8-31-04 TH -#5X6' IN CONC. FILLED CELL SECTION SCALE: CD FILL CELL FULL HEIGHT WI NON-SHRINK GROUT ~5X6' EMBEDDED INTO EXISTING FOOTING UJ (,) ::J n.. (/) n.. ::j 1.0 N DRILL 3/4"X 5" MIN. HOLE SET BAR IN SIMPSON "SET" EPOXY OR EQUAL EXISTING FOOTING 1/2"=1'-{)" RETROFIT FILLED CELL DETAIL OVERHANG FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BEIWEEN 3/8. TO 11/2. RETROFIT WALL OVERHANG DETAIL (NTS) NOTE: FOR OVERHANGS LESS THAN 3/8'. NO REPAIR REQ'D. CD S2 CMU MASONRY WALL 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 AC1530. 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 03/30/05 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. SIGI\ED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY, HEADER / WALL CONNECTION SCALE: N.T.S. o .....J .....J o Z 00:: OW (J)w zZ <(0 Oz u.J o ~ z o (J) 0:: u.J > ('I') o o N (J) ~ Z N ~ 0 ~ (J) ~ > o W w 0:: => (/) (/) lJ.J ::!: ex: u.J ~15~f! I- lJ.J l.L. " "!: 0 ::!: S;: \oJ ::!:-O~ I- ><~ex:o O~LL~ o !fodS"!: Z 0.. ::!: ~ I- "!: 0 "!: 0 W 1i!1E~Z ,~ "!: Z ex: 0 \oJ 0lJ.J"!:0 <( lJ.J~(/)0 I- 5~~~ O :J lJ.J -lJ.J oex:~::!: O (/) "!: Z lJ.J (/) W ~ u.. (.!)z~l.L. "!: 0 0 0 u.J 1-ii'iex:1- o z 0 ~ 0::: 2wC2u <( w ::!: w 0 ::J ~6~~ f"'.J :J ...J - ex: \oJ g ~:'3~ (J) ...J lJ.J <i! 0 ~ ~ 3 ~ LO o o NCO u..;.:r:' I'- 0') 0 fd ,.,' 1.0 <.D ~ ~O') ~o~ ,11) ffi!f@ <(<:t o..(/)::c 0(.0 ~i:~ CI:c;) o..~o.. O..-l ~o~ li~ Q~~ w ~ :J ::r: ~ i!:d 53 ~ u..: WlJ.J ~ W e:::::c ex: ro <l:1-0 o(.Oco~~~ ..J <.D <:t (.!) <l: ~ -I ..-lo 0') Vi u z o I.Ow:j:J n.. I1)N 0 ex: <(<:t 00'0 '<.D<(ZZz 0~(,)<l:C20 0('1') (/)~i= <:t..-l (.!)zU ('I')CO ~(36 x'":" ~t5~ gUJ 000.. Z UW o 0 iJj~ ~ .::r: w <c z n..n.. ~O<l: C0 LO 00 N "<t LO N N f'- ..-1 o;;t 0) 0 ('l") "<t (D W w w a.: Q.. Q.. P:.D iJ) .0 C iJ) C iJ) 0 .c '- c <.9 (/') ~ C :J c:i iJ) :c CO iJ) ~ I :J E c ~ ~ :J ro .c (j) I- O12l0 o "<t ..- ..- , 0) o CD I'- ('f) I'- ('f)C\/ ..JU;> LLO) .CD <(I'- 0."" :::2:..- <(or 1-..- Z o. -0 !;Q> >..J -ro Dw (30:: -0 0:: I OU) -If- !.J...U) -IWO ~~g I-ZW ZoC: Wo=> ()CDU) CJ) ....J ....J - :c S (Y') e:::a: >- W 0 wa::: 0::: - 0 W zO zU > <(LU 0 N () ~~ I- >-0 ZI I- CJ) 0 I- <t(/') :::) z Z -~ W c::: 0 00 LUe::: W Z UU- 0::: 0 :::)1- > oz OLU () W u... I- Cl:r.Il CLZZ Z >< :r: WOO ~ a:::u_ - 0 0 (!J wz~ <t: COLU;2: 1-1=0 -0 Z O-<t 0::: za:::o I"- >-~- <tLUa::: ~~ Z >- :2J:g <t: 0... zl-U- 0 () :)I-....J :::) <( ---J 0 CLOa::: 0 0 ~~~ a.. () J:-LU I-~U I ....J C\J (j) CO SHEET NO, n.. LO ---J cr: 0 ~ S-2 (.) I t'- w I'- ~ ~ W 0 oM 0 ::r: (/) ~ .....J => J- w 1.0 0 LO 0 I- 0 Z N oM .....J .....J LAST PLOT @ DATE: April 11, 2005 NOTE; IT IS THE CONTRACTORS RESPONSIBiliTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTlJRAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BE1WEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED A.ND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, LLC PRiOR TO THE COM'v1ENCEMENT OF CONSTRUCTION. ------ , , , " , , I , I \ I 0{~ ~r- \ , \ APR 1 2 2009 / , , , I , , , , PLACE SEAL HERE DE #250981 -...._----' . I AFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-L1NTELS %~ro~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8F8-OB 8F12-OB 8F16-OB 8F20-OB 8F24-OB 8F28-0B 8F32-0B LENGTH * 8U8 8F8-1B 8F12-1B 8Fl6-1B 8F20-1B 8F24-1B 8F28-1B 8F32-18 3069 4605 6113 7547 8974 10394 11809 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 3719 5163 6607 8054 9502 10951 3'6" (42") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 2561 2751 3820 4890 5961 7034 8107 4'-0" (48") PRECAST 1966 2693 4605 6113 7547 8974 10394 11809 4'-{3" (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" 1238 2177 3480 3031 3707 4383 5061 (78") PRECAST 908 1238 2177 3480 5381 8360 1039"\37) 8825 (14) 1011 1729 2632 2205 2698 3191 3685 7'-B" (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 4 705 (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 1075 1428 1838 2316 2883 13'-4" (160") PRECAST 296 1428 471 755 1075 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 (#) 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 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LlNTELS %~~ SAFE LOAD PLF 8F8 REINF. LENGTH * 8U8 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 (**) SEE SAFE LOAD TABLE NOTES 5 (*) LENGTH::; OVER ALL LENGTH OF LINTEL SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-L1NTELS %~ro(ji]J SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8F12-lT 8F16-1 T 8F20-lT 8F24-lT 8F28-lT 8F32-lT 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'-{3" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1363 2192 3079 3966 4853 5740 6627 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 4'-{3" (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") 835 (12) 1340 1880 2419 2959 3498 4038 PRECAST 835 1340 1880 2419 2959 3498 4038 727 (23) 1021 1634 (12) 2102 (11) 2571 (10) 3039 (10) 3508 (9) 7'-B" (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 (15) 1458 (15) 1732 (15) 2007 (15) 10'-6" (126") PRECAST 530 686 1183 1526 1865 2204 2544 474 485 798 (15) 1034 (15) 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'-0" (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 (13) 767 (13) 909 (13) 1052 (13) 15'4" (184") 230 364 609 897 1224 (8) 1562 (14) 1801 (14) 187 255 404 (12) 520 (121 637 (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'-0" (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'-0" (288") PRESTRESSED 124 200 316 450 600 (7) 756 (12) 875 (13) o o o (#) THE NUMBERS IN PARENTHESIS ARE PERCE~T REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH ::; OVER ALL LENGTH OF LINTEL SAFE GRAVITY LOADS FOR 8" PRECAST wi 2" RECESS DOOR U-L1NTELS %~~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8RF6-OB 8RF10-OB 8RF14-0B 8RF18-0B 8RF22-OB 8RF26-0B 8RF30-0B LENGTH * 8RU6 8RF6-1B 8RF10-1B 8RFl4-1B 8RFl8-1B 8RF22-1B 8RF26-1B 8RF30-1B 1749 3355 3280 4349 5421 6493 7567 4'-4" (52") PRECAST 1635 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'-{3" (54") PRECAST 1494 1756 3699 5206 6639 8060 9479 10893 920 1710 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" (BO") PRECAST 797 901 1825 3120 5048 7915 9479 10893 (32) 755 1490 2459 3776 5743 7239 5623 7'-B" (90") PRECAST 669 755 1490 2459 3776 5743 8998 (19) 10893 (48) 466 999 1568 2253 3129 4091 3146 9'-8" (116") PRECAST 411 526 999 1568 2253 3129 4150 5891 (47) (#) 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 SAFE LATERAL LOADS FOR 8" PRECAST wi 2" RECESS DOOR U-L1NTELS %~~~ 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 (**) SEE SAFE LOAD TABLE NOTES 5 (*) LENGTH::; OVER ALL LENGTH OF LINTEL 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 SAFE UPLIFT LOADS FOR 8" PRECAST wi 2" RECESS DOOR U-LlNTELS %~~(ji]J SAFE LOAD - POUNDS PER LINEAR FOOT 8RF6-lT 8RF10-lT BRF14-1 T 8RFl8-1 T 8RF22-lT 8RF26-lT 8RF30-1 T LENGTH * 8RF6-2T 8RFl0-2T 8RFl4-2T 8RF18-2T 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 7'-6" (90") PRECAST 506 967 1462 1952 2442 2931 3421 9'-8" PRECAST 395 491 931 (12) 1301 (15) 1640 (15) 1980 (15) 2322 (16) (116") 395 589 1135 1514 1893 2272 2652 ...J e::( ...J ~ e::( o Z l- e::( ~:r: O<.!J CO Z [jj ~=:r: J> to ...; ...; (#) 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 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 SPECIFICATIONS I PRODUCT DESCRIPTIO~ I High strength precast concrete lintels designed to be unfil:ed 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 per ASTM A510 . Mortar per ASTM C270 Type M or S 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. 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 mechan:cal anchorage. 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 L 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 @ @ @ o @ @ @ ELEV. (I) (S.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) @ #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR LINTEL SCHEDULE ~ .:,--Q.'- .:. '...Q :.. 8F8-1 B/OT @) 8F16-0B/H 8F16-1B/H o @ 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. 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 (j)w ZZ <(0 aZ W o r1 Z o (j) 0:: W > ('I') o o N (j) ~ Z N ~ 0 ~ (j) ~ > o W I..iJ 0:: ::) (J) (j) LU l.L.. ~ cz: ww"oB:~ O :tLJ.J~~ ~ 9 0 ::) I-- ><~cz:o o ::) l.L.. ~ o 5:oz<l: Z !l. ~ \i! f- ~ ~ ~ ~ W ~ ~ Ii! 0 o OLJ.J<(O <( ~~en~ I-- Of-6<l: O ::) LJ.J - W O'~~~ O~enLJ.Ji2 lL.~Z~l.L.. W ~Qoo g~i5~ 0:: lLLJ.J-U <( LJ.J~ffio ::) ~i5~ii3 O::):j-_o:: g~~~ (j) ..J LJ.J ...J 0 <i! e5 ~ ~ (/) -l ~ - :c >-~ 0::- 0> .......... z(/) wW >0:: zO -0 "0 ~~ 00 00 I~ Neo LO It'-- ~~ ~..... LOO ~-l o --.J --.J L(') o o N ,~ f'... co l.L.. t; '. 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Z Z LUOO e:::u- wz~ COLU > I-t:o ~Ci:<( >-3:9 <( w a::: ~::cg z I- u.. ::jl-...J 0... is ~ ~~~ ::c-LU I-~U n.. a:: o o I..iJ ~ o I (j) ::J LO o o N @) NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REV!EW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC IS RESPONS:BLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIOMLS' SHOP DRAWli'lGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAW,i'lGS MUST BE BROUGHT TO THE AITENTION OF DA!'iSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. (V) 0 0 w N () 0 I- 0:: 0 0 Z ill LL I- ~ >< :r: <1:: 0 (!J Z 0::: Z >- <1:: Q. --.J 0 a. () SHEET NO. S-2A z :5 a. -l ill I- Z --.J LAST PLOT DATE:Ap~1 11, 2005 ------- , , , , , , , ' , \ , \ 1 ' 1 \ a~~ AfR 1 2 200~ / , , \ , , , , , ------ PLACE SEAL HERE DE #250981 r 40'-0' - - 12'-0" 28'-0' ~ ~<9-1 ~ ::s ::s ::s 5 /. pO) w (Jl w '"" JOl ~ '-- / ,01 U; " g d c (s (s 5 (s (s (s (s (s (s 5 (s / '"" .... .... .... .... .... .... .... .... .... .... .... JO J03 S> S> " V I'- I'- J05 ~8'-4" I()" ""t' -8" - ~ " 01 V "'- / '" J H02 ~Y H03 / ::QI '\ / z "" 13'.111/2' C) H04 -/ <: ~ :> " / .- I'- .- / N r.n H05 , ~ / ('I) ~ H06 / q '" / 24'~' 0 N - - ~H07 / S01.. / SOl ~ SOl ~ N 10 ('I) 11'-8' 9'-4' 19'{)' """ SOl NUN" :A~""", vvl"lLL /"'- / ~ j / H13 / ~ / / - "'" ""- BEARING WALLS ~ H11 N / ~ rl 1110 / q " ~ 0 rl H09 m rl ~ / / ~ ~ / / q '" " ",I T03 J05A J05 / / T03 "" " S> J03 (s (s (s . J03A q I'- .... .... .... 5 'r d d d d d d r- :7 .... lC1 T03 '"" '"" '"" '"" '"" '"" " JOl JOlA ~ " / <5 (s (s 0 (s ~"\ b,9. U1 w ..... w (J1 :> .. '1 @ 8'-4" S4 14'-0' 7'{)' 19'{)' - ...~ 40'-0" ~ (0 """ 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-l0d 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 NAI LS 12" OIC STAGGERED 2 ROWS .SECTION A-A HEADER 1/2" DRYWALL 2 x 45 DIAGONAL BRACE(S) 6" -fi- HEADER CRIPPLE STUD (4) 10d NAILS INTO 2 x BRACEI BLKG, 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. NOTTO SCALE L PRE-ENGINEERE WOOD TRUSSES INIMUM 2')(4' CROSS BRACING (SEE PLAN FOR LOCATIONS) 3) 12d PER JOINT CONTINUOUS BOTTOM CHORD BRACING 2 )( 4 MIN, 20'-0" MAX 20'-0" MAX OVERLAP TRUSS BRACING · T LEAST 1WO TRUSS SPACE <D o o @ 11'-0" FLAT CEILING TYPICAL HTA 20-181 HTA 20 INSTALLATION 6" OVERLAP f r MINIMUM (2) 16d PER JOINT "X' BRACE SE~ I r-~ONTINUOUS BOTTOM CH J DETAIL 2/S3 / BRACING 2 X 4 MIN, SEE D T ~ 1\ / II E p. - - - - ~ < 1""- i - - - - i'\ 0 .' 0 "'- ..... - - - - > < i'\ i - - - -~ q -i / b ..... t> < 7T d IT - - - ill E: L TOP & BOTT EE TRUSS MANUFACTURER'S TRUSS ENGINEERING d ill c..: 9 ~ ~ q ~ q ~ 9 ~ 9 ~ q ~ q c..: ~ :::E~ d w RD AIL 3/8-3 INIMUM 2)(4 TRUSS BRACING o z w g" J: CROSS BRACING DETAIL (TYP.) SCALE N,T.S. REVISED 8/22/03 TH. TRUSS BRACING OVERLAP DETAIL(TYP.) SCALE: N.T.S. REVISED 8/22/03 TH. 4" MIN. EMBEDMENT SEE SCHEDULE FOR SIZE AND QUANTITY OF FASTENERS JOB NUMBER: R14020 CUSTOMER: USH CORPORATION JOB NAME: OXFORD 2000 II DRAWN BY: TM DATE: 7-13-2001 PITCH: OH: 16" SQ BEARING: 3,5" & 8" LOAD: PSF mid-state truss CO., inc. 3125 Reynolds Rd., P.O. Box 1606 Eaton Park, Florida 33840 813-665-1309/1-800-940-8787 11'-0" BEARING HGT. 8'-0" BEARING HGT. HANGER SCHEDULE 1-PL Y TRUSS == USP HU5-26 2-PL Y TRUSS == USP THDH210-2 3-PLY TRUSS == USP THDH210-3 VAULTED - OR - SKEWED TRUSS USP LSSH31 8'-0" FLAT CEILING 2.25/12 VAULTED CEILING 2 x 8 P.T. BUCK-CONNECT TO BLOCK WI 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 2'-0" 8" 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 I NST ALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ,..8d NAIlS AT 8' Q C, , AT 8JCK 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 WI (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE (4) 10d NAILS INTO 2 x 8 BRACE/ BLI~G. CUT HOLE IN O.S.B. FOR POLY-CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACE/ 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 WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH EXTERIOR ARCH DETAIL REV 8 {)4 -04 TH NOT TO SCALE HARDWARE LIST CLIENT NAMF' US HOME TAKE OFF BY: A.S. MODEL: Oxford 2003 - USP CHECKED BY: j,B. QTY PER QTY PER ELEV ELEV DESCRIPTION II DESCRIPTION " 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 26 - 1/4" x 3" Tapcons 18 RT 7 8 RSPT4 6 1/2" x 8" A307 A.B, OR 20 MSTA24 6 1/2" Dia. X 6" Titen H.D. 20 MSTA36 2 1/2" x 8" Anchor Bolts 20 L TS 19 5 5/8" x 7" Wedge Anchors 2 HTT22 2 3/4" Weoge Anchors 2 MSTA36 10 3/8" x 11/2" Steel Laf!; Bolts 12 L TS 20B 2 LSTA30 4 SIMPSON H8 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 8/22/03 TH. TYPICAL HUS INSTALLATION TYPICAL RT16 INSTALLATION 3/4" "J" BOLT WI 6" MIN. EMBEDMENT HTA 20-181 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" 010" - 41.5" 4'.5" . 8'.0" 8'.0" - 12'.0" 12'.0" - 16'.0" 24" 0'.0" - 4'.0" 4'.0" - 7'-0" 7'.0" - 1 0'.0" 1 0'.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. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. o .....J .....J o 2 oCJ:: OW {/)W 22 <I:: 0 02 u.J o . ~ 2 o (/) CJ:: u.J > ('I') o o ~ (/) N 2 ~ 0 ~ (/) ~ > o W LU CJ:: ::J (J) (J) L.lJ ::!: IX . ou... ~ 0 u.J w u... u... :t: W f- o ::!: 0 ::!: Z I- xen~5 o 5 L.I... U o Il:: 0 Z U 0... ::!: ~ <t 2 ~o<t5 W ~B:~z o ~~~8 <( W~UlO ~ 5f56~ O :JO'~enL.lJ <t Z ::!: o UlUlL.lJ<t u.. t5z~B: u.J ~QOo OUlIl::f- ~ f2t5Q6 <( L.lJ ~ ffi g -"" ~o~co ...J ~.....l- o o......l . IX (/) Ul~~~ .....l W .....l 0 ~ ~ ~ ~ C/) ...-J ...-J - :c >-~ 0::- 0> 1-1- zC/) WW >0:: zO -0 ~O ~~ .......... 00 . > 00 W .....J I...-J u.J C\Jrn '-'" 0 L.() 2 II'- - ~~ ~ <I:: ~ ~I- u.. u.. L.()O 0 0 ~-l 0::: Itl o o N .N 1'-00 L.l...G. ,,.., 0') 0 L.lJ o' .., <.0 ~O') ~o~ ,11) ffig:~ c:t <t 0... Ul J: 0<.0 ~I~ ~ o...f-o... ~~ ~6~ u:~ ~~~ L.lJ L.lJ :J ::r:~ i=d63 () u..: L.lJ L.lJ ~ US IX J: IX ro <tf-O UlOJ: gffi~~~~ ..J ..-l 0') en U z o 0Ll') L.lJ::J :J n.. L!) 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Cl: o () LU ~ o ::r: (J) ::J Ll') o o N LAST PLOT DATE:April 11, 2005 @ .------ NOTE: IT is Tf<E CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEER'NG, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAW,NGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE AlTENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCE~ENT OF CONSTRUCTION. (V) o o N o c:: o w LL ~ >< <1: 0 z z <1: ....J a. SHEET NO. 8-3 , , ~ , , , , , , , , , 1 , 1 , 1 , L1 \ I I \ ~~ , , , , , I 'APR, 1 2 20,0;,/ -----.... PLACE SEAL HERE DE #250981 I 2X4 SPF BLOCKING @ PANEL EDGES - NAIL SHEATHING @ 4" O.C. STAGGERED w/ 8d 2x4 SPF CROSS BRACE @ 48" O.C. - NAIL w/3- lad AT EACH END & AT CROSSING AT 45.% ANGLE CONTINUOUS 2X4 SPF SPANNING (4) TRUSS BAYS (8 FT) NAILED TO 2x4 BLOCKING @ 4" O.C. w/12d & 2-12d TO CHORD 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. , I " ~ ' I , , I' , , , I , \ I , ' I ' , I ' , I DROP GABLE END TRUSS FOR O.H. GREATER THAN 12" USP LSTA30J STRAP BLKG. @ 1st TRUSS , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , TRUSSES , NOTCH BLOCK @ PLATE TOENAIL w/ 3-16d 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED W/ 8d COOLER NAILS OR 11/4" LONG DRYWALL SCREWS COMPLYING W/ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O.C. (TYP) ~ 4B~ L GABLE END BRACING w/o VOLUME CEILING SCALE: 3/4" = 1'-0" REV. 8/31/04 TH 2X4 LOOKOUT RAFTERS @ 24" O.C. W/ USP RT16 - STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD 2X6 BRACE NAILED TO SIDE OF GABLE TRUSS CHORDS 4'-0" IN LENGTH OR GREATER 10d @ 4" O.C. -GABLE TRUSS NAIL TOP OF "T" TO GABLE TRUSS w/2-12d & (1) SIMPSON H8 w/ la-lad x 11/2" NAIL GABLE TRUSS TO PLATE w/16d @ 4'~ D.C. 1/2" x 8" A.B. @ 48" O.C. MIN. LINTEL COURSE GABLE TRUSS / "L" BRACE W/10d @ 4" a.c. (SEE SCHEDULE ON S3 FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE: N.T.S. MASONRY WALL 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 SIGt\ED AND SEALED. SIGI\ED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 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I w~ z n..CL f!:a~ (0 LD 00 ('.l '<t LD N ('.l l'- ..-l ~ ~ g W W w a.. a.. a.. 'e9 Q) .0 C ~ C ..c "- 0 c <.9 (/) >- C :::l <i. &5 :r: Q) -r- :::l -, ..u.... E C ~ S5 ~ ~ D'g] D o '<:t ..- ..- I O'l o eDl'- ('f')1'- ('f')N ..JU'l lJ...ch c:(~ 0..' ~~ <1::"( 1-..- Z o. -0 ~> >..J -ro OLlJ ~n:: go n::I OC/) .....JI- lJ...C/) ..JLlJO ~S:f1S I-ZLlJ ZoC LlJo=> UeDC/) a::: cL wa::: z 0 z U <t:LU ~::2: >-0 ZI <t:(/') :J ~~ 00 ~B: 6~ o LU a::: (/') o...zz woo a:::u_ Wz~ roLU> 1-1=0 ~o::<t: >-~Q <t:wa::: ~ 0 zrELi :51-....J o...~~ (/')II- -I-Z I-LU I-~U n.. Cl:: o o w ~ o ::r: C/) ::J lD o o N LAST PLOT DATE: April 11, 2005 @ _....------ NOTE: IT IS THE CONTRACTO'1S RESPONSiBILl1'r' TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CON0mONS, OTHER DESIGN PROFESSIOMLS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS 'v1UST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE CO'v1MENCEMEI'.T OF CONSTRUCTION. (V) 0 0 w N () 0 I- 0::: 0 0 z w LL I- :2: >- <( 0.. -l 0 Q. () HEET NO. 8-4 , ,,'" '-', I , I , 1 \ 1 \ I \ ('X' " '\~ f\---;,L \',APR 1 2 2005 ,/ , , ........ ," '------- PLACE SEAL HERE DE #250981 '-J r I.!) o o N .~ .....J 1'-00 u..t), ...J 11) ffi 0 LU ci ~O) ~a~ '1.0 ffi5:~ <{'t Cl...(/)J: 0<.0 ~i:~ 0:: - Cl... f-- Cl... 0('1') I:;oz~ ...J ~_ ~ lJ.. ~ Q~ ~ I I w~::J ::r: ~ J:...J 0 Ou.: ~~~ L5 oc J: oc CO <l:: f-- 0 (/) 0 J: gt800a~5 0...J..-l03;(j)~~ 1.OL.i.J...J;j ~~N~di5 '<.O~;<:;<:z o 0 <l:: El' 0 o ~ (/):tj i= 't..-l ";<:u ('1')00 ~-:J '-' ~"o >- .J: w<tz o..Q.. ~O<l:: <0 ~ o 2 00:: OW CJ)W 22 <(0 02 W 11) 00 N ..q- 11) N N f'- ..-l ..q- m 0 ("I') ..q- <.D w W IJ.J Q.. Q.. n..: UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG-TIE CONNECTOR UPLIFT LATERAL FASTENERS CONNECTOR UPLIFT LATERAL FASTENERS r-APAr.ITY CAPACITY CAPACITY LlIJLlI :11 Y MASONRY APPLICATIONS MASONRY APPLICATIONS HTA16 1500 590 13-10d x 11/2" META16 1450 335 7-10d x 11/2" HTA20 1500 590 13-10d x 1172" MET A20 1450 335 7-10d x 11/2" HTT16 4290* - 18-16d HTT16 4175* - 18-16d HTT22 5370* - 32-16d HTT22 5260* - 32-16d Sinkers 16-10d & 5-1~4"X3" LGT2 2150 16-16d Sinkers & 7- LUGT2 1850 - Wed~e bol s - 1/4"x2 1/4" Titen L TS19 1390* - 8-10d L TT19 1350* - 8-16d Sinkers L TTI31 2650* 18-10d x 11/2" L TT 131 ?~1()* - 18-10d x 11/2" FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 170 10-8d x 111 2" H2.5 415 150 10-8d x 11/2" RT16 10~() 645 16-8d x 111 2" Hl0 990 525 16-8d x 11/2" RT16-2 1030 390 16-8d x 111 2" Hl0-2 760 395 12-10d SPT22 715 260 8-10d SPl 585 - 10-10d SPT24 1075 260 12-10d SP2 1065 - 12-10d SPT4 RR!; 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 ??~() 32-10d LGT2 2050 - 30-16d Sinkers HlW20 1!;30 95 20-10d HTS20 1450 - 20-10d MSTA18 1275 14-10d LSTA18 1165 - 14-10d MSTA24 1305 -- 18-10d LSTA24 1235 - 18-10d MSTA30 t6~ -- 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 TRl 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 j r ~ (J) .0 C iH c ..c "- 0 c <.9 (/) >- C ::J <i. S :c (J) ~ :c ::J E c ~ ~ ~ ~ ogfo PACER 2 x P.T. PLATE 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 ('I') o ~ CJ) ~ 2 ~ 0 ~ CJ) t;: > Cl W w 0:: ::) (/) (/) ..J ...J ~ ~ w !i; 1.0 o o N ~ ~ o o ~ 2 o CJ) 0:: W > CORNER liT" 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 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 WI 8d COMMON WIRE NAILS @ 4" OIC _ _B'pUND.ARIES.~Q1C EDGES & 8" OIC FIELD ~ METAL DRIP EDGE - 2" X SUBFASCIA CONT. VENTED ALUM SOFFIT 8" X 8" X 16" K.O. LINTEL BLOCK Wll #5 DIA. REBAR & FILLED SOLID WIGROUT PRECAST "U" LINTEL (SEE S/2A FOR LINTEL SIZE & REINFORCEMENT) FILL CELL -1 #5 DIA. REBAR WI 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 w :2' OC 1,1 0 5 ~ ~ ...... f-- u.. "'<l::~:2'~ 'J:2'-0;j I- x"'oco -O~LLU OocozU 2 5::2'~:: <t 0 <l:: 0 W ~e:~z f~ <l:: ;<: OC 0 'Jow<tO <( W ::t:: (/) 0 1-5;::6~ O :Ji I.U - w 0' ~ ~ :2' o '" (/) W <l:: LL~z~e: W ;:: Q 00 o (/) OC f-- 0::2~~6 <( w~~g ::)~Ozco ey;j...J-oc O'(/) <i! vi 0 CJ) OC...J' ...J W <i! 0 <i! ~ 3: ~ 1/2" x 8" ANCHOR BOLT WI 2" x 1/8" FLAT WASHER (TYP) 12 o ~ ...- ...- I m o (1:>1'- (")1'- (")N ...JI,() ll..m , (1:> ~r-; ~~ ~~ @) @) @) J ~ J 32" 32" 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 Ow ~Cl:: -0 Cl::I OC/) ..Jf- ll..C/) ...Jwo ~~f5 r-ZW Zo!:: Wo::J O(1:>(J) (f) -.J -.J - :c $ (Y) e:::a.: >- W --. 0 CJ) we::: 0:: - 0 W zo z: u > .....J <tLU 0 ~ (\J () ~~ J- )-0 z::C J- W <t(J) (f) 0 0 l- => ~ ~ Z LJ.J .....J 0:: 0 00 W ...J ~B: 0:: <( 0 Z =>1- > ~ oz o LU () w LL l- e::: (/) ~ o...Zz Z >< :r: woo W ~ Cl::u_ - 0 I- 0 CJ wz~ <2:: row> CJ) 51=0 ~O "'-'" Z 0::: zii:<t ~~ )-~g Z >- <tLUe::: ~::cg <2:: Q.. zl-U- 0 () SI-...J => c:t ...J 0 Q..oe::: (J):I:I- 0 0 D... _f-Z () ::c-w I-~O I -.J C'J CO CJ) SHEET NO. 0- Le) c:: 2 0 8-6 (8) u I t'- 0 w t'- I- ~ ~ 0 -M 0 ::r: W (/) oM CJ) ::) J- 1.0 .....J 0 La 0 .....J 0 ~ N ~ --I LAST PLOT @ DATE: April 11, 2005 2 - S.P.F. CONST. GRADE TOP PLATE SPLICE MIN 48" APART (_ 0 NAIL AT BASE 2 ROWS 4" OIC STAGGER ~~ -Ill -11- If -II W/8d COMMON NAIL II I II II II @ NAIL AT TOP PLATE 2 ROWS 4" OIC STAGGER III I II II II W/8d COMMON NAIL III I~ I II II II @ 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 CD NO SPLICE ern 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 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 \ '\ II III II III II II II 111-11- 1I "= 1 ="= III II II FLOOR SY f!!MII II x8 P.T. SI~L PLAT 2 STORY ONLY) WALL SHEATHING INSTALL. & NAILING SCHED. REV. 5/12/04 TREATED CLEAN FILL SEE FND. PLAN FOR FOOTING SIZE AND REINF. TYPICAL WALL SECTION CONCRETE BLOCK REV. (STEM) 1/18/05 TH NO SCALE SCALE: N.T.S. I I 'V TRUSS/JOIST/RAFTER I I I 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 _ :: ," TRUSS/RAFTER ~II , , : I /,' ,,,/ USP HTW20 W/24-10d x 11/2" I ",,-' TO BOTH TRUSS __1.._ ~ 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. USP RT 16 @ 16" O.C. 3-12d EA. END OF BLOCKING TRUSSES ----- ----- - - -- - - -- STRUCTURAL SHEATHING (MIN. 7/16"). NAIL 3" o.c, EDGES STAGGERED, & 6" O.C. INTERIOR. 2 - 2x4 CONST. GR. SP TOP PLATE. SPLlC 24" APART MIN. USP SPT 22 w/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.,w/#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. 2x4 SPF STUDS @ 16" 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 I r--------, , I , I ,-- - - - - - -"" , , " NOTE; iT is THE CONTRACTORS RESPONSBILl1Y TO REVIE\^I ALL DRAWINGS BEFORE CONSTRUCTlON BEGINS, DANSCO ENGINEERING, lLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRI1Y OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIOI\ALS' SHOP DRAWI!\IGS, CONTRACTORS' BUilDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, llC PRIOR TO THE CO'AMENCEMENT OF CONSTRUCTION. I r - -- - - - - -- - - -"" SEE F~OOR PLAN ~ ""~ I ~---------------I I II , I ',~ ~--------------- N FOR DIM. . I '.1 I I ---------------. , 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 \ L~ \ I INTERIOR BEARING w/UPLI FT 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 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 "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 TH1S DRAWING ONLY. 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#L1N.FT. \ \ \ , , , , " , I I APR 1 2 2005/ , , " ------ L PLACE SEAL HERE DE #250981 v I (2) USP HTW 20 w/10-10d TO TRUSS & 10-10d TO STUDS 2-2x4 SPF TOP PLATE (2)2x4 SPF w/1 ROW 10d@ 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 .... -- USP L TS20B wi 10-16d TO COLU NO.3 PT 2x PLATE (TYP.) 3/4" WEDGE ANCHOR 5" MIN EMBEDMENT , , , .... ....... .... " ...........'r ..../ '" 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, 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, (2) 2x8 BEAM S.Y,P. #2 Wj1/2" PL'1WOOD FLITCH, ANTI LEVER UP TO 24" 2x4 S,P,F. STUD @ 16" OjC. SEE PLAN FOR COLUMN SPEC. 8"X8" UPSET LINTEL FILLED SOLID Wj GROUT & (1) #5 CONT, 2x4 BLOCKING @ EA, PLYWOOD JOINT. 1/2"x 8" A. BOLTS 6" FROM ENDS & 32" O,C. LHEATH,NG:O TOP OF BEAM NAILED PER 7-U/S-6 CANTILEVER BEAM @ RAISED ENTRY Exterior Frame Wall SCALE: N.T.S, REV:03/28j05 (2) 2x4 TOP PLATE. (2) 2X8 BEAM SYP # 2 WI USP HUS 28-21F INVERTED FlJ\NGE HANGER @ EA. W I 12-10d COMMON NAILS USP MSTA36 @ EA. STUD Wj26-10d x 1-1/2" COMMON NAILS 2x4 S.P.F. STUD @ 16" Ole. (3) 2x4 P.T. SPACER WI USP LTS20B @ BASE. 8"X8" UPSET LINTEL FILLED SOLID WI GROUT & (1) #5 CO NT. 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.e. SHEATHING TO TOP OF WALL NAILED PER 7-U/S~ EXTERIOR FRAME WALL @ RAISED ENTRY SCALE: N.T.S. (ELEV. \I & 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 TRUSSESIl 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 "8", 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 ~ ~ Z 00:: OW C/)W zZ <t::~ Oz W o . ..-f Z o C/) 0:: W > ('I') o o C';oI (j) ..-l Z N ~ 0 : C/) ~ > o W w 0:: ::J (J) (J) W :?: Cl:: . 0lJ.. ~ 0 UJ W '.J.. L.L. ~ W f- o :2: Cl :?: z I-><fii~g o 5 u.. () og:o~~ Z o..:::ii::,c: ~ 0 ~ 6 W 1!2B:~z ," ~ Z Cl:: 8 '-JoW~ <t::W:,c:(/)Cl r-b;::5~ O :J .J.J - .J.J 0' Cl:: (/) :?: P (/) ~ ~ ~ .......t5~~B: W ~QClo o (/)z oCl::f- O::S::lJ.J-O <t:: lJ.J:?:~o ::)~Bs;:ti5 CYgg1~ C/)....J.J.J;;i.Cl ;;i. ~ :: ~ en o o No;) lJ..":~ 1'-0') o~,...: LD <.0 '-' ~O') ~o~ ,LD ffi1tg:j <( '<;j' 0.. (/) J: 0<0 ~:i:~ ~ o..f-o.. 0::: ('I') f- Z (/) O..-l ZO- .....J~_ -f-.J.J LI.._ QZ(/) t t w!~:::l ::r: ~ ~d [3 <.)u.; WlJ.J~ L5 Cl:: J: Cl:: CO ~f-o (/) Cl ::c g ~~ 5:2 ~ ~ .....JoO')UJUZ o I1)W:J:J o..LDNO .Cl: <('<;j' Cl~O '<o<(ZZZ o~<.)~~o 0('1') t3Cl.Ji= '<;j'..-l ZzU ('I')~ ~(35 ~' ~!S~ ro~ ClgBJ q~ ~~~ 0.. 0.. ~ Cl ~ (2) 1.O 00 N o:;;t LO N N I"- ..-i o:;;t 0'> 0 ('I') o:;;t to W w W 0... 0... 0- t:O iJ) .0 C iJ) C iJ) 0 ..c ..... c <.J rfl >, c , ~ :J CO ..c CJ) I- D~D o ~ ~ ~ I 0'> o <01'- (")1'- (")N ..JU{ ilJ..O'> 1 ~~ ia..ch !:2:~ :~or 'I-.- I. z o. -0 ~> >..J -ro Ow C3~ -0 ~I O(J) .....JI- LL(J) .....Jwo ~~g I-ZW zot: We::) ()W(J) (j) --.J --.J - :c >- $ (Y) w 0 e::: a.: LUe::: 0::: - 0 W zO ~u > llJ 0 C\I 0 ~ ~ I- >-0 I- z :c (j) 0 I- <crfl :J z Z - ~ w a:: 0 00 we::: W 0::: z u u.. 0 :J I- > o Z o LU () w LL I- CJ::(/) o..Zz Z > "'0 I- ~ 5 Z o - <c 0::: z e::: 0 ~~ >- ~ - Z >- <c llJ ~ ...J :2: :c ~ r2 <( Q.. z I- 0 () :s 5 ~ ...J 0 0..0 0 0 W (/) :c ~ z a.. () :i:t:LU I-~U I --.J w N CO <.9 SHEET NO. 0.. LO 0::: ...J 0 c2 S-7 u I t'-- w t'-- ~ ~ :J 0 ~ ~ ::r: (J) ~ I- 0 ::) :J 11) 0 LO 0 ~ 0 l- N ~ --.J CJ) LAST PLOT @ DATE:Aprilll, 2005 NOTE: IT IS Tf1E CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFO~E CONSTRUCTION BEGINS. Di\NSCO ENGINEERING, LLC IS ~ESPONSI8LE FOR THE STRUCTURAL I'-lTEGR:TY OF THIS PROJECT ONLY. !\NY DISCREPi\NCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SI-OP DRAWINGS, CONTRACTORS' BU'LDING METHODS, i\ND THESE SIGNED i\ND SEALED DRAWI"JGS MUST BE BROUGHT TO THE ATTEWION OF Di\NSCO ENGINEERING, LLC PRIOR -;0 THE COMMENCEMENT OF CONSTRUCTION. ------..... " , " , , , , , I ' I ' 1 ' 1 \ 1 \ ~~:L \~PR 122005 // "" / PLACE SEAL HERE DE #250981 -..._----' I SP MSTA 24 W/18 - 10d x 11/2" (6) 16d @ EA. END lOd @ 8" a.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 STU D -SPF #2 OR BETTER -#3 SYP PT -SPF STUD -SPF STU D .#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 WI 21-12d NAILS THRU SHEATHING & INTO STUDS ABOVE & (8) 3/16"0 x 1-1/4" LONG TAPCONS SP RSPT4 W/(4) 8d NAILS INTO TOP PLATE & (4) 8d NAILS INTO STUD (TYP.) CRIPPLE STUDS @ 16" O.C, BETWEEN HEADER & TOP PLATE WI USP SPT24 @ TOP & BOTTOM (U,N.O.) WHEN APPLICABLE (2) 2X8 No.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 WI 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 ANDIOR UPLIFT FORCES TYPICAL FRAMING OPENING WI UPLIFT REV. 9-24-04 TH NOT TO SCALE UPLIFT: 1195 #'5 = (LTS19) 695 PLF = (SPT24) 1122 #'5 = (MSTA24) 404 #'5 = (RSPT4) L TO THE BEST OFTHE 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. SIGI\ED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY, o ....J ....J ~ o Z 00::: OW (j)w ZZ <(0 02 W o . ~ Z o (j) 0::: UJ > ('I') o o N U) ~ Z ~ 0 ~ U) ~ > o W w 0::: ::) (/) IJ'l u.. .J"O UJ :t .lJ o ~ Q I- >< Vl o 5 o 5: 0 Z ~ ~ W ~ I ,~ <t z: \.J 63 ~ <(I- f- <t o f- o 6- ~ O (/) <t U. .lJ (/) ~ Z <t 0 W b Vi 0:: !t fj <( .lJ ~ -.,. Cl: is ...J :3 ::J OO'<t (j) ~ as ....J > <t 0 lJ.J :;i1; :z: ~ 0 u... u.. :;i1; ~ o ~ ft 8 z U ~ :: <t 0 f- z: lJ.J 0 ~ 0 (/) ~ 6 <t Vi w z: ~ u.J ~ ~ u.. o 0 Cl: ~ o ~ 1:2 ~ ~ ....J Z :Il -::z: (/) 0 ....J' ....J 0 ~ z :::: <t L!') o o N .('j r-- co u...t5' ,^ 0') 0 L.lJ " ..., to ~ ~O') ~a~ I Ln ffi g: !!i <(<t D..(/)I otO ~:i:~ 0::'-" D.. f- D.. o~ t;oZ:~ -J g3_ ~ lJ.. _ Q~ ~ I I w~.:J I ~ ~d 63 () u..: L.lJ w ~ US Cl: I Cl: ro <t~O (/) 0 I g ~~ a ~ 5 -J ..-lo 0') Vi U ~ o I1)Wj~ o..LnNO'Cl: <(<t......O~O 'to.....z:z:z o .-.. 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LO ....J 0::: 0 r2 u I f'- S-7A w f'- ~ ~ ::> 0 ~ l- I 0 (/) ~ ::) I- ::> Ln rY: 0 LO 0 0 l- N ~ ---I (j) LAST PLOT @ DATE:ApriI11,2005 NOTE: IT IS THE CONTRACTORS RES?ONSIBIL:1Y TO REYI~ ALL DRAWINGS BER)RE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE R)R THE STRUCTURAL INTEGRI1Y OF THIS PROJECT ONLY, ANY DISCREPANCY BElWEEN FIELD CONDITIONS, O~HER DESIGN PROFESSIOMLS' SHOP DRAWINGS, CONTRACTORS' BJILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO FiE ATTENTiON OF DA,NSCO ENGINE.ERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ------.... ~ , , , , , , , , , I \ 1 \ 1 \ 1 \ (\~~ , , , , ", I I APR 1 ~~ 21j05 PLACE SEAL HERE DE #250981 ------ r INSTALLATION OF WINDOW BUCK STRIPS - lx3 (MIN)' GLUE STRIP W/ADHESIVE SEALANT & SCREW W/3/16" x 21/2" PHILLI FLAT HD. "TAPCON" SCRE:W MIN. 4" FROM END & 16" O.C. BLOCK LINTEL ~~~k'&1 JAMB 11/2" RECESS IN SLAB SLIDING GLASS DOOR _1/2" DRWALL BUCKSTRIP - 1X3 MIN (WINDOW) 1/8" SHIM s~'1:MIN (SGD) WINDOW/SGD EXT. FINISH DRIP EDGE INSTALLATION OF S.G.D. BUCK STRIPS - 1x4 (MIN). GLUE STRIP W/ADHESIVE SEACANT & 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/1" x #8 ST. STL. SCREWS W/PLASTIC ANCHORS I ---- SEALANT MASONRY OPENING S.G.D. INSTALLATION SCALE: N.T.S . TIE BEAM . . PRECAST LINTEL -- (j) w CI: 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. I I 2 X 8 BUCK DETAIL SCALE: N.T.S. 3-15-04 TH L 3 TYP. 8" BLOCK WALL 2 1 X P.T. W/ 3/16" X 2 1/4" TAPCONS @ 18" OIC MAX. & 6" FROM CORNERS 1 6" BITUMINOUS TAPE INSTALLATION SEQUENCE EXT, FINISH --1 JAMB - FILL I ALL HOLES WI I 1-1!2"X#8 (MIN.), SCIiEW , WINDOW HEADER 2 - 2"X12" S.Y,P. UNLESS OTHERWISE SPECIFIED 1/2" D.W. ----TRIM SEALANT BACK OF ALL JAMBS TRACK - FILl: ALL HOLES WI 1"X#8 (MIN.) SCREWS WI PLASTIC ANCH. (SEE PLAN) S.G,D. JAMB '---- 3/4" RECESSED SLAB SEALANT MAS. WALL EXT.DOOR JAMB FRM. OPNG. SGD INSTALL SCALE: N.T.S. SCALE: N.T,S. h @: I I I @) @ I :@ a: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR O.4h, 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 S, HEIGHT = 0 TO 30 FEET, IMPORTANCE FACTOR = 1 ) (PSF) TRIBUTARY AREA ROOF WALL (FT2) (GCpi = +/- .18) (GCpi = +/- .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 JAMB. (5) 1/2" DIA. x 8" "J" BOLTS CaNT. WOOD TRIM P.T. # SYP 2" X 6" OVERHEAD SECTIONAL DOOR TRACK WI 3/8" X 11/2" STEEL LAG BOLT WI WASHER. MIN. 6 PER TRACK TO JAMB, 2"x6" P.T. WOOD JAMB DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL ~ o .-;t ~ L SECTIONAL OVERHEAD DOOR o ~ ..-l 7 . "1 ~ . GARAGE SLAB "1 ~ @ ~ 00 SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.T.S. NOTE: THIS DETAIL HAS A CAPACITY THAT IS EQUAL TO OR 3-15-04 TH 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 locations shall comply with ANS I Z97.1. 2405.2 Hazardous Locations 2405.2.1 The fallowing 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. U .-J .-J o Z 00::: UW (j)w ZZ <(0 QZ W o . ~ Z o (j) 0::: W > ('I') o o N (j) ~ Z N ~ 0 ~ (j) ~ > o W w 0::: ::> (j) (j) lJ.J ~ 0:: L.L.J ;.J is ~ s: U ~i!5~~ ~ - 0 ::::) I- ><~Cl::o o ::::) LL U o Cl:: 0 Z U Z 5:: ~ lJ.J <l: <l: 0 ~ is L.L.J 1i! e: ~ z f~ <l: Z Cl:: 0 '-' Cl.J..I<l:Cl <(I- ~~~~ o c- 0 <l: o 6- ~ ii? lJ.J <l: Z ~ o (/lei) lJ.J<l: u... ~z~e: L.L.J ;:: Q Cl 0 o eI) Cl:: f- 0::: fi: 15 Q 15 <( lJ.J~f5g ::) ~Cl~CC ~ -' - OO-'cri6 (j)eI)~-" -' lJ.J --I Cl <i! E; ~ ~ (/) ....J ....J - :c >-~ 0::- 0> t-t- z(/) WW >0:: zU -0 1'-"0 ~ ~~~ O()W 000 1....Jn:: ~(Q8 II'- ~~~ ~1-8 LOoz ~--1S l!) 0 0 Noo .N J.. f- , 1'-0') OU . L!)tO WCl ~(j) ~a ~ Cl:: 0:: - , L!) lJ.J 0- !:Q L!) 00 N ~<;t 0- eI) J: otO 0- 0 ~ L!) N Cl::::r: Cl: C!:M' 0- f- 0- N i"- ..-t ~6 ~ ..q- 0) 0 O..-l ('f) ..q- <.D ....Joo Q ~ VJ 1..1.. "-' W LJ.J!!::! ::::) W W 0~ J: -' Cl !l.. !l.. !l.. f- U lJ.J LJ.JW ~ L5 Cl:: J: Cl: ~ ro <l: f- 0 eI) Cl J: otO~ZZf- (l) ....J to <!l <l: ~ .n ....J80')u;uZ c o L!)~:::::l::::) (l) c a.L!)N .0:: (l) 0 ..c <:t:<;t<:t:Cl<!lO ..... C <..? (/) >- 'to()~~z C o~ Cl:: 0 <i. (l) :::l o ('I') eI) 'j:j i= en I <;t..-l ~zu ('I')~ ::(35 (l) """"'\ I ><, ~15~ :::l E c >- g~ ClO[lj ~ :::l . a i;jg Cl:: eel ..c (j) I- a::r: lJ.J Z >- D~D n:o.. f!:C3~ C0 (Y) 0 0 u.J ('\J 0 0 l- e::: 0 0 Z w LL I- ~ >< J: ~ 0 0 Z 0::: Z >- ~ n. .-J 0 Q.. 0 SHEET NO. S-8 LAST PLOT DATE: Aphl 11, 2005 o '>t ..- ..- , 0') o (01'- (")1'- (")N ..JL.O LLcd, c:(fe 0..' ~~ ~~ z o . -0 rfl> >....J -ro Ow <(0:: go 0:: I O(j) ..JI- LL(j) ..JWo ~~g I-ZW zot: Wo:J OtO(J) e:::o.: LLJe::: zO zU <(\lJ.J ::2: ~ >- 0 ZI <((/) :::J ~~ o 0 LLJ e::: u L.l.. 3~ o \lJ.J e:::(/) Cl... z Z LLJoo e::: u- LLJ Z ~ IDLLJ> I-~C ~Ci<( >- 3: 9 <( LLJ e::: ~IO zl-O: :)I---J Cl... 6 ~ ~ ~ ~ I - LLJ I-~U 0.. CI: o () w ~ o ::r: (j) ::> L!) o o N C0 NOTE: IT IS THE CONTRACTORS RESPONSIBILl1Y TO REVIEW ALL DRAWINGS 3EFORE CONSTRUCTION BEGINS, DANSCO ENG,NEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRI1Y OF THIS PROJECT ONLY, ANY DISCREPANCY BElWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIOI\ALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWi[',GS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ------- '" ",' ............ , , , , , , / , q~~ \ I \ 1 \ I '- APR 1 2 2005 " , / , , , , , , , , , , ------' PLACE SEAL HERE DE #250981 I .11 nUllllL"'\G CODE CO;\t"1.~"'CE OFFICE (OCtO) PRom:icfCONffiOL DIVISION _ ~O'fICE OF ACC~IrrANCE (NQ~} Cen:alil'feedCorpQratfon' . 1400 11 nion l\fietipg Road Blue BeD, pAt 9422 . .. This productis approved as d~cribcd herein, and has be{:u designed to comply with tbeIligh Velocity Hurricane Zone of ~ Florida Building COOc. . . DESCRl.PTIO~:Landmark 3() (~d.AR) {and WldeT'raek QB),Landwark 40 (an({..AR)(nnd\VhleTnv~k QB) l.Uld Landmark 50 (axHFAlt) (and WI~eTra~k QB) This NOA consists ofpages I through 4. Thesubmtued dooumentation was reviewed by Frank Zuloaga, RRC I.e>.~ . . 4 , . NOANa;: 02-1219~03 Espirl\tiol,1 Date: 01J28J(}7 Appro" allJ"t~: .()3~1IQJ Paltc I or4 6. l..ABELL"iG. .., ..' . 6.1 Shingles shall be labeled with the Miami~1}adc Logo or the wording "Miam.i-]?adeCQunty Product Control Approved". 7. BlJU..DL~G PERJ.\UrnEQUlllEMENfS 1~1 Application for building pennit shall be aceompanied by copies of the following~ 7.1.1 This Notice of Acceptance: . 7.1.2 Any oth~ dQ;;unwnts fAA\liredby the Building Qfficial Q! the applicable cOde in order tOpfOperly ewluateth~ installation ofthf$system. DETAIL A Rake. Edge CER.TAINTEEO LANDMARK 30,40, 50 An dimensions shown are to inci',es 55fS1 55/S.., 27 1J2- ,,~~ 33 1/8 Starter Full Shingle ... Eaves .. (I Q> . "" _. < ,. , " """"'.., " ' NO.'\. No.:02*1219.l)J. ExptratIQq Date: 01J1.8ifYT ApprQval1htei 03127/03 Pllge3of4 L ROOFING ASSEl\IBLY ApPROVAL C<lftg.Q.ty,t Roofmg Sub.CateRor:Vr 07310 Asphalt Shingles ~'fat~tff'''- Dimensional . Df,,"Tn!~~ WoOd 1. SCO;PE. .' .' . .. .'. . '. . . . . .... . This revises CertainT<<~ Landmark 30 and All. (and WldcTrackQD),<;ertalnTeedLandnuuk 4() and. AU (au'd 'V~deTrackQB), cerl~nTu:dtandma.1ik so an~l AR (aJ,l~ WideTt~~k QB>Shfug1~ as manufactured by CertainJ:'eed Corporattond~'Cribediu Section 2 Of~lisNotice. of AC4;eptance. 2. :re~! ~~ecificatJoq~ PAllO Ahea.vY\Vel.'ght; 2471h/sq,. . ..dimensional. .' asphalt shJrigle. . . ... .'. A hCavy\\~j8htf 2641b/%~ij~sioriaI asphalt shmgle. . A heavYweight, 296l1i1Sq. dim~iona1 Mphalt sbingle. . . . . Accessory shingle.s fot hip, ridge and starter stripapplications. . PA 110 13~" x 38%" PA 110' vanO\tS proprietary' 3. I.e~tJ'fj),iji~{R~po,u lJL 790 PA.IOQ ~ 04/02/01' Ql/12l01. .1 tltU02 1 ~/30/00 ] 1108102 ~ ell t !9.tri~~ tier. UndmVritl.1's Laboratories, Inc. 94NK9632 02NK42448 Wind uplift resistance FA 101 4~ 4.2 ~. FIGUSJ! l~FLAef..4ING INetALL..ATI<:::>N et......"..... 9 "">"~' NOA N.j.: 02~1219.03 E xpira tllit~ lj~ t~: Q.tJ~8iQ? . t\pproyal.Uate: 03/171~ ~~~ge 2 of 4 ~f.6~"1', !!XT~ !1iN. OF .~":. 6Jf~c.le ci }.'L~Ni:I DETAIL B ~ .;......_.~~._.;;.~ 383/4" 1- ..' ~-~"~:'~.~.-..f ---14314"-- 131(4- LANDMARK 30. 40. 50 (AND AR) ?8 314"-...:.......- 7P/77?Z.2a'u~~e~~fl~i.!?L27'.0?Z2ZZi2 ~tlill!'lg ~tU fOl'~ 1Il)d $ts~d ~m1 (IlQll\ ~~12 ~Q <:i;t~ .. Ned belw~\)flllllf &. llJVi<l1 rmfi r'fll)4; . __--.-11}~ .--~""'-'~'"'' 143/4" -.........--..". .... . -111 ..". K:j '.' .. .'. .'. .' y ". . 5518" ExPosure ................. . lANDMARK SO, 40. 5Q (AND ARt~.~De.TRACKQa (Low~nd Standard Slope) w~'" ",,,,..,,,,, ~ R~ 1B.! FIGUfQE 3fCO~NEJQDETAIL FIGUf'lE2. WALt... t=JNle~.. LANOMARKW..40, ~o (AND A.A.);. \VIDETAACf< as (qteep Slope) END OF 'fillS ~\CCE.P'f Ai'XCE I - 0,,.; ~l::' '. ..4t~~ . r$l(t~w, r:A~"ta> E:>(T!~J~;CR. WAI-\. (<,Nle;.! !it'"..,c.~k':\<t.'!': \'l(!(;j;t,,~t l~(J:"~~ "'-l uNa.v~r l..c..~:~;i~;t;~ ' C:Al.iI..~;'N<i. A.S~.11l.MJ:J;;" UM.<l<l,'l'?.JfG' tf~i'd~ 11,;,A$HJti':,i , ~ 'lO ~.~.~."',,. . ...""~,,~ ('l' ~'l<Xlv, 'i"tt'~"l~('f '\Ml<I~~~ I>l "'-";t:WN.l . . N<:>ri:'.lHiS OeTN!..IS REQUIRED. . Af.ALL VER TlPAt. WALl; IN1'f;RSE.CTlONS . Wrn~ ROOF-VAtlt:'YS & f~OOP CRlCKE1S, FLASHlNG OETAlLA i CRICKET/KNEEWAlL iNTERSEOTION (~Ou$C^U:) . ~ ~ .~ C'f) 00 "- t; , I Ol OllJd c3 ~ ~~~ _ I.t) llJa.x ~;';t a.tIlo 0..... f1J:0: -l""" a.f-o.. u.. ~ z5~ 1 e Q~~ :::z: I 'iaa ~ ~ i~~ co tIla:r: zZI:; 9 ~~ ~g~ -l.,-Ola..J ~ o~ ~~~ <(~<(~ffi~ 1 (DO (DllJti 0........ ~~::l ~ ~ ~~8 C'f) e a 1lJ8 if >- CO Z i=~~ q~ @) 0...0... L.() ..q- C"J -..;t 00 C"J (V) L.() C"J r-- W 0') ~ 0 0... -..;t <.0 ~ W 0 OJ a.. 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Of- V)::r:z -cw ~5;0 SHEET NO. n.. 0::: o U w :2: o :r: en :::::> l.(') <:> <:> N @ 8-8.1 LAST PLOT DATE: March 15,2005 NOTE: IT IS THE CONTRACTORS RESPONSIBIUTY TO REViEW AlL DRAWiNGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BE1WEEN FIELD CONDITIONS, OT11ER DESIGN PROfESSIONAlS' SHOP DRAWINGS, CONffiACTORS' BUILDING MET1100S, AND THESE SIGNED AND SEALED DRAWiNGS MUST BE BROUGHT TO T11E ATTENTION OF DANSCO ENGINEERING, LLC PRIOR TO T11E COMMENCEMENT OF CONSTRUCTION. ~--- ",. ..... / " I '\ I \ I \ I 1 \ I \ I \ / " / " '" ......---"" I MASTER SlIlNGtB LAMINATED SHINGLES . if"-'- fA.STENING ""''''....."....~,~'''''~............~o.l..~....' ~.. t ~......,.,............~.............~.......~__l....... rOl/N OBjECJ1VIJ: 1b leam the COfri.'('t procedurefor insl-altillg lamlnatcdshlngles. ------~----~--------------------------------------- lANDMARK" SERIfS, WOOl)S~ SiRlES, lAN~MAAl(' .to Ut AHa lAHl>MAU. 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NOd UXA,11OH 0I.W'.1lT'l't:A ~nQlIlS at nil TNftA LOCATJ:Ml own IHOItATt ~ T1i'ff1t CXH:Wt SO!WS All. TO ee t6TALlLD '-"Q USINCJ 1m OOD.IOI fU'\lA'T1OtI AS A avo '4) t.I.rfU (P,A'ilq t'QO,lll SOfW twUltCJUl..fC I't PO'JItN ~ l!C. ..u .lISa). TN'WC (bw w;o 1OO'ROft life) OA TU'Of (tlf fH'S(H S'UOfG.'I1l) tu fie ~ wmt TIt! fQ.1.CIWlHIli U""AflO!lIS M tHl HQI.UOl(TM. SUQtlfG 'MlCXM 5Ul Cl1'\ ~ 01S mJ m .) 1l'GT~ T\IIO N1OttlOfIA&. r~ "1tiQ cMA ~T ~AT lD'ATlClIG A NO 11. U) N.l ~ ~ N'f'U(I) l/llSTN.1A'IXl!lI FASWtCA I1Ol.O Pm U58I fUl twa WOI;lt SC1U.\IIIMfJotJATlOH 9flU.D fJI fIU.lU WI1'tf la WOOO ~ 01 SlJl'l(DT UK. 10 ~ HUt. ~ DC.l)Il[IMM MO WOOO~ :~~ 1::_ .fl. : ~.;~;;;;;;=~ v y . . t.fI<<iTlf TO N)iM 1.)(1' MDt. ~ MO nil TWO tt MXlO MJCX. ""-'vtHD<N vm tIilAolC It 1'\I'CtN S7J '11 M)CX) SCUWS SKU ~ lNSTAWO Ar &'~ AH'I.D WOO IUCIC . ncsrN..lAT1O'fMS1llGtQ.IlOCAfIOIcS, S~CTION ~'Y. lPtN:HG II)Yl<<O~SIW.&.NOTMUSEOTQFAmH~YM'OTHlVfO 6.::.B U OfI4t.S aw. ~ wooo. ISll SKIT J ~ ~'IlO'I (II 1lOTU) !UN ~~~~: DATE lNI FLORIDA EXTRUDERSm~~ rlN~ B . ~ 't NiO ew~o 10111/0) JA ~ fII ~ lA t2~ ~~~ mur: INSTALlA1JON DUAlt. VI TAPPERS ItCi1l HORZ. SLIDING rLANG( VINDQII - SERIES 1000 C :t3t\':"ll- 1111'10) JA DIU"" BY:JJ APPROVED rmRJA c.c"'MCW.M DAmllIJ7IOJ se.ws:NTS QYO.: fLOOO20 SHttl 'fT a put lit Tt~ tAAlC J1' Cl114t1S V.H. (VIWP<N ~IGlm russ (1,p, ~Ut: \<<IT(U (()'(1II1 C Olt IWtNlT IJ'tHlw.i If GH<U -1-1'" '" ,[<< Kl'I RIGID YINYl CUZlfolG JU~ mflJ Fl.N-U "re \/INDW UN< SILt. Do " CAllI( nt'w1[/f9 J"9 . VlNIlQV f'l,\HC,C. ., . 'MeAl t SILL lI,vt.lIl[H 11. flKCAST SILL SECTION ol~~~ n t11tC:1I I ~ \/.\1. A A C 17 t~ \1Jr~~Y~J'g~Rl0R A A-A 0-1 ~ r.r B d I'l J 12 H 8 J HORIZONTAL SLIDER - FRAME (FIN) $1(''' TtG~ C~l( XT\ltDt It onus ",11tftlO1J rt,. , lH[AT~HG lICS' ~LAU()l N4ClOt I a \IOOJ S~l \I SWJM SYOCtO DI SIW4 IT OTICU - V1HI:aY VI DtH tva ,., vtm I., DT~lIS SHlM ~s 1l(0'D. (SU: Hanu 1/4' Mo\)l, r SlitH SPACt CALlI( IU\r'ttN 1Il"'~ J!H , S!J:ATHING th1'~lA"lH AHC~ as ~ lue\l SI'ClVIf meca Dt St~lN(i If an.:lI tMA.JC at tVtt.. VIifD<N rlN , mATKlNG nll.- SH]H --L-:PA<< 1Wl. --r ~ij;:DlHl --r Pb EOl,JAU.., , .... Sf'ACt ~S r ,(H'.) B -L.l A JI;;::r (t"J ,. K~. U'tP') - a.:tl?.:ltVs~ ElEVATION Y(ll(O rROY OO~ ~l:~ltr SILt. , JAM. ANC~ SPACL'!i \IOO/) s~r;Yt iW ac. HAl(. - 10 '0 nr tu'. ...-...-......... HAlLI ," l1C. 1Wl. . ., PSf to 7lJ nr D.P. HAll.l Iii" Q.C. HAA. - 10 .5 P Sf' DP, lMPORTAHT JPffl)RHAnOH. GlNEAAt. NOTU ~ t'II;#.a Itt pRMdcd 10 tnU'e prtIp<< ~ d fbldI ~ ~ ptO\tJctS WI4I1'L1St bo ~Mt, ~ IIcSTR.lAllO!f IN'STJll.ItT'/C J) SffiM AS PlQ'O. AT EAOf IN51AJATJOH ANOtCA wmi I.(W) fllAAING Sl1V4. K'X. #UOWAllt! SW4 STACX TO 881W. AWl't A 8tAD Of 'AUV4 III ADttr;$M CNJll OIl ~ EQ.W. AT Tlie fl\STD'U I.()('.Al'1Oft PlUOlt 1'0 1hSDltlNG 1m S-I%H TO AtitiOl M StilM TO'l1i! suam.AT! NlD,'OA W11<<Nt ~ fU1 WI.lNG BETWaHllf! SHD\ Sl2STRAn N(Q ~ ~ AA! P.EQO!nOo 2) VSl wcamm 1IC:Sl'1UC UUX llEMINO 'WINIXJN rot AT tV.l), 5lU . Wi&S. n vsc SllK'ClPl!l.ED ItalYUC ~ ~ I'EP.D1E'TtA stH. AAD.HJ EX1"fNCA Of W11l0(1rtl f'I/.N'IE. 4) W1HXNt fMME ~'I'f1I.W.: ~ N.Jt1t 60n [sa SMttr 2 rOR ~T1Of\Of NOm] 'UllCttll CAlA,1( It OTtC:lfl .,.c- jf ~ILE~ ,see IClM vtltllOlJ !etCH! lit nTUDJN$TALlATICN DCTAIl V/19 SCREWS OR NAJLS RJA HC~l. SLJDING FIN WINDOW .. stRltS JOoo DAAY1f 1M BB J.n1RaVm BY: RJA O.u~12l10/0:t stAI..I:N. T. S. Dla.:rlUOOlIl MU I ()" a . ~ .w&...C tw If 'WOOD JI.U 11 0bC N'R.U 10 IV,) * ~ ~'I ,- . .. .. Z" . .' n<< IlI,.U.04 NC IISLO .t.lJr'l v.ft "-.1Tr ~~-r D€JA1U Slj( ATHlI.G INTCRNAl CLIP , I J I Ii' 1\IIC HA.L J1)I Uol"",, .t\lllU VI"lIO\I lLa.".. , "" PI I . J . )I, T\/)( IU \JOt ...t...LAt. MlO. ~ ""'\Ilt..... L IlC OR tx t'AA." en p.) .s~~t~ lJ~!l ~=,~r \.. .. . 1/1 rtLl . lW.1lIII I~ &H TllIf'll4 IHS ~... H~" ::;:~~\" SrellON A-A (I) IlUUQ' 1l4t P.Yntllr.rc:1t UI. It"'.. U . 314 ~nr llor'P114 WI . , rn. . v. 11lK ",,-L 101 '- ~ . 31t m..r IIOt ~ t~ IJ4 l4... .,~.. S[ClJON..A-A l~) l~ '.11.I.1(*>>(' IIU. t1f1''' .. . 311 Int 1~ Sl4 I . , "'. I 3It "UX IUUOl 1M '.YJJU~' UlL nTf'~ '- .. I ,It I[\,r ta '" TIlH'INli ~ IC... "..,,, SECTION A.A ,.) \. "" Sit K\J' T~NW ~ III SCCTIO!j ~-A (7) ~n..," ...." . q .J . . III" If' '(] .' J.!!U'CtIt , ~'_ I \.. feet"'" mL " 11>Cft .blh<1I.Wf1 l'L\l t ltOl AMtl~ 1oC>01o \H:.I't~.. L I lit" MI. tlQlC If<)n ~ ......., .t'VtU "lCOlt IVOC.. . "" lOt AtWi:II \oI(\l(, 1110III tJl1t~ m;u&.J m:o,nt..IU~~... o '- Ie . III UU' IDOt III f~. Il<S ..... 11..,.. ItIC,,,",, IU\I'I[lf seCTION A~A Ul \Il4lll\l , L ..... . . lULIOI rmt,.Y.lllllll'.>Clt ~~.. Ill" .",.. , AUlDtI It . )/4 1(\,1' 1AttI>lli ....., . . . Vl lli1C IULlo. . ....... -. ~ u. SoOt . ..., If 0.-4. n )011' n LUw .-. IlnU ~/U...._ - -.-.... ,~ lL~ J Lr:t..-.t FL01UDA EXTRUDERS ~~J~~l stR. IOOO/I~OO fiN SHUT I tv' ~ HORIZONT/oL muCH SECTIONS stt OTHU SIDE CS~t1 2 rY 2) rtR PESIGN PR(SSURt CAPAeJTI[$ tlP.A 1lt i't. tq A 8 D.LTJ: I Hr N .1 . v, SClr t..,.Mo Sl<$ ... FLORIDA 'SEA. IOOO/l~OO fLANGe SKtT J or 2 vtAUCAl. HU.t.ION INlO ~tzOHTAI. IIo~EliI t"" ~ Ir~j iiI! 4 ....WI .'\oU' VWD>I f LAo< .sEeTIO~ A.-A (~ '- .. . :II, ctLr '~11l ,..,.\>ItI ~ ..... It~~ SeCT/Oil A-A (6) . .--- ~~ ~ ffi ~~ t!5 ~ ~ I~I~ ~ ~ ~ ~~ I'V q....,... I-(t O UJLL. i!: ~ !z is !a ex> Q~~ OCJ) W x '7' ~a8 Z U >< I-LUf::1 Z - La Lf ~i=~ <1:: (!) co ~~~ O Z 0 ~ 0<::> W ...J <D Vi u ;2 ...J <D ~ ::P 0..0 o~ ~0z'~ ~.. ,~~<3~;g ~ c;)' ~<3~ ..... ~zo ~ cRg: >< 1 LUCi)li o w ~Z?; co Z 1-!3< qft G 0.0. TYPICAL MULL INSTALLATION MIl III ~ UYPJ DC tor '-'lD &<II " Cl1..tI mM.O r ~~hOl *"~ f. 4. II . 111 snr fAr'I"" 1>4 . !It- IU t"JIIMwY 4 . r: u.......~. >>4IlH I . IU L .. " ..v. $UI T AfflIC &lC .secTION A..~ IJ) III t,lt 111ft 11IJC tV.I.tC>>I "....... .Me.. lIWICl\I ,\~, .. . ,.ttwfP ,''''''' &l4II SECTION A-A (2) Mrltl*'JtlII _1C:lt "'.... flo\ 1411'(* IUItV M'OOI ,t"'~ elf,", It.U fl)f "'I!L~'1Ot C\'" IlW.()IC ~ tOrOl'It . ~ 1;.0 K)O . su ~Ilt t I. . 4 'IIOC lolW.lOllS ~ II$( 0) M.UtCN =' KMDt . IUL:Jt*'I II . t.v. lur '~54 ,SrcnoN A-A (~ !a.. lit TlIlC ~ ... 11-11. IW' =~. t0Yn4 "" . "-\UlM .s'(;JIOO A-A fO ~... .gr ...,lOK ~ \/IoU 1IICMtr(a. <:) \N$'f.lL~tl(Jf ~ IS \ftXUJ tc~t\/ S/CVIf- '....6 $T\J([O~ :p. l't OT1<" ~ CAlA.IC In\lt(~ VlNOOV 0." Stt:ATI41~ '$~A1HlHG If OTKU =,-mr , lUL:Jl .. . I>lff Kt.t '.IiI'I'M "" SrCTIO~ A"A..(") J...". 111JC IC.UIOf ~r ~ " A IlJlAld K MtIlI ~ '\MUa . ~LlQII .. " Hn SeL' T,lIf)4 P4S srCllON A-A I~) ....... _Mr" 101I_ rLNC.I1 & ''''.LlO' .. . "11'1 KV 1 N'nlO "" ~[tT!O'" A-A (0) IU.4lOt .. . Iff atLr '1lrrM "" . I vr .... lIOUl<<lll r TW .., VIItIO JWt ... Qb(1S -=-- mAl1.C WA1H11G =&\1[(" , IU.LlOt .. . "VI mt 1~ "" Sj:{;tl0+4 A-A (2) ""'LU '9 f.(.AO . su 'MUI ,- 'It .. A r . 4 1'VtC Io4WONS W<< V$(O T:-.(: *07~ ~$U~'~ um WMl D (r;;~~~ J1U, ClJl -L I II" Ml'& e..lJ<lo1 -r _"U'" K~C" lo'IAIICl\IflNC IIt.l.I.Df .. 1 ,.\It WI 1 IIffM "" SrCTlON A.A (t) 1..1Ia.~ nrx UUQ' II . VI sn.r ,~ IltCI Il.ot..Wf . "'"" r=r.;.a.c II . "VI atl.l , lI?M "" ~t~1ON A-A 13) I..'W 111JC IU uo. ICoIt.... lIl1loU. .. If "In ml ~ liNe ,.wM $!'I I ""-lOt ;tJ-IG'1,.,"lJ srctlON A-A (4} ".'J/f tllJC "'UIJIe ......, .''<<1. \tJlIIICH n.1lIC:I. . "'u. SEC'T!ON A-A 171 ~... #r A ~ A Ie . 'ff 1(\' . 'IlI'nA 11II ~~ii J'll; iiI! ~ .""'". . ~UIC II " 1-111' ItV t""'1Hl "" srCTlON A-A (5) ,,0& _ k1\4:Ilt ~ IIMC , lI.U..IJI ~~~J(\.I S[CTJON A-A ro . fOlt , OC.., au "onus <1 ~.~~:...... ~lf 4' tVIC lo4..UJ(ltO _ 115C~ 1M ...Y.I,Ut{,I(. IU 11f?1 <1 WM.D roctCTt ~ *SOtl'f ~ J'1 IllI01 ~ ""111I MIl IU.l.JOf .oItlHt 1CMc. r=:t'~_U M'otU, IOIS flIIQClI II "" ... tN'mil1OllV If'O(lIt 11 It.) C IfUIolI. 1U4~ "' ll\.l,At I()f cut ....s.-. T* IUUtW \ telt"" Ktvt 'oIIiClOI IL","' '- .. . 31. It1r . "-UtCllf 1IIIlt... 'N'f'lloG DeS woru.lJ~ It".. ~~ ~ J.-A. (Q r I'" '.VJXmK. IlL' C\~.. tt 11 31. SlU 'JHM IMI I" flJ6 . JI1 'I\IJC '" LIeN , , t...... A tt I 31. It"" \...'M.. t tH1I4 IHS 1<... 0"" srCTlOO A-A (2) r ~ '.WIUltoKt U.L Ih,,, II S St. I(U' lWI>lli 54 1.,'(14..... \'\IX IU \\l)t Sf" IlCt "tvU.C \/MOIl fLHCC . MUCN J\...... l*KIIl ~::~1. ,~ '- II . SI. ~(lr !OCt 11\ 1 IHIlG 110 ..... C1f1J S[CTION ~-A. t4J .. S SlI ant t~ SIC lOl:t I~ , ~ CTl()t' A- A. fll KAI n"', '- It. )1'1(\.' l~ I-" T WllQ IHS ~n"'l ""'''''' .,"'t. ~rClIO'" A-A t)) \/1_ 'L~I I IW.IOt r.... .....-'X,J(,I(It roc..... KMtII "" nru 'o'WIlN fLNlWI II .. 31. mt ' K.U~ 'N'l'1IG SlQ.. , 11 . I In 11itC KA.LJl)I # .ll.OAWI 1,0[0 r~ ~ WIr)M A. etoct. ",Co $41 . ~ 27 ~ n ~'" fL ~..... ... Sl$U ..o\.~ .~~ \ 1 FLORlDA EXTRUDERS ~ JPilT WE 1't'MlS(". IOOO/I~OO flAtU SHeU I or 2 HORIZONTAl. fML Jon $(CTJONS SEt OT~~ SIDE (SHeCT 2 or 2) rlN PU I GN PRtssURC CAPAt IT I U tlIlA..,. IV; HSH D.tTlt '- It. "41(\1' lOllt III t AItJk'G IHS K'" ,'..,1 S[CllOO A-A tS\ \ .. . )/. KU' ~ >>Of IK tA"I'M IHS Ie'" "..,,, srctlO~ ~-A (5) . .... ...._.__.........-....-~_. , en z o en :> w 0: w u i= o z w ~ r--; o ft w 0: <( ::> o (f') ~~~~ I~~~ o.:;;~< ~~~2 ~m~8 ~~U)!l gt;j~< acx:U)~ ~~~~~ ~QcoR o~CX:f-~ I!~~B& LUcsUJO< ~::i~aS::i U)ffi~g~ ~es;;~c LO ~ ~ 00 LO W f'.,. ~ ~ ~~g ..a c: W Q.) c:: ~ 0 a. (9 ~ ...c: ~ ~ ~ <i3 .:C:::S ::l -, E .5 ~ ~ ~ i5: ODD C'J C'J ~ o <.0 en -I - ~ W o Z o ~ .....I ~ en z f'.... .::J- o o I N 1.0 I f'. ~ ~ 1.0 ~ a o;t .. ... . !II at' 'Dt' [flN [fl1O ...I a. lI.'D .t' ~M I" (t? ...... ~ CO 0> o 1.0 N :tt: W o z c. -0 01> -...I ~m Ow (tt 00 -I ~lQ a... ...I lI.~c .J~c <( .ID ~zw f- Zot: we:J U'D1l1 - w <..> I- o Z I- ::c (!) ~ >- a. o <..> ffi~ zU ~LU :E15 >-05 ~::;) z:E -~ Bu... g~ 8tJ5 ~zz oc 8 Q mS2 ~I-~ ~I-O ~a:c3 ~i2 ~wo ;;E:X:~ s~~ a.. 0 f- S2r=ffi r=~v $ o o z - S w z o I- en UJ ...J - ~ w ::E <( z z <( ...J a.. SHEET NO, a. ~ o <..> ~ o ::c en :::> L.() o o N S-9M LAST PLOT DATE: December 21,2004 @ NOTE: IT IS lliE CONTRACTORS RESPONSIBIUlY TO REVIEW ALL DAAWlNGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING, lLC IS RESPONSIBLE fOR THE STRUCruRAL 1NTEGRl1Y OF THIS PROJECT OOL y, A'ff Df$CREPANCY BETWEEN FIElD CONOfllONS. OTIlER DESIGN PROFESSIONAlS' SHOP DRAWlNGS. CONTRACTORS' BUILDING MElliOOS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF OANSCO OONEER\NG, LLC PRIOR TO lliE COMMENCEMOO OF CONSTRUC11ON .. . .--.--.----.. --"--" -, ".--...... " ...... / " I , I \ I \ I 1 \ J \ I \ / , / '...... "./ --- I CAUlK BETWEEN "OOD }lUCK , HAS'Y. OPENING BV OTHERS CAULK Bf:T"EEN DOOR fLANGE , "ODD SUCK PERIMETER CAULK BY V DTHERS INSTALLAtION ANCHOR la \1000 SCRtV <TYP. "HERE TAPPERS ARt NOT ONE BY \JOOD REQ'I). - NOTE ~) BUCK BY OTHERS (NOTE 11 8. 12) .& INSTALLATION ANCHOR 3/16' DIt\ TAPPER (NOTE 17> CONCRETE OR MASONRY OPENING BY OTHERS1. SHIH AS REQ'D (SEE NOTES) V J 114' MIN. EM~E~~NT INSTAllATION ANCHOR Me SCRE" \lOOD <lYPI \lHERE: TAPPERS ARE NOT REQ'l1. - NOTE 22) SLIDING GLASS DOOR FRAHt HEAD SECTION A-A _ lid & CAlU<lNG AT rAST~R HD-U RtGIJIREn (SEt HOTE 2). SLIDING GLASS DOOR arRAME SILL & 1/4' "AX} SHIH $PA~ .~ TEMPERED GLASS (TYP.) . DOOR HEIGHT CAULKING .& REQUIRED (SEE NOTE: 2). ~ , MASONRY INSTALLATION SLIDING GLASS DOOR fRAM~ JAMB 1/4' MAX. SHIM SPI\CE 114' MAX. SHIH SPACE 1 114' HIN. EMBEDMENT ONE BY \JCOD BUCK D'I DTHERS (NOTE 11 8. 1~ CAULK BETWEEN \Joan BUCK , HAS'Y. OPENING BY OTHERS SHIM AS REQ'D. <SEt NOTES) & 2X4, 2XG, OR 2X9 \loon BY OTHERS (Non: 6) CONCRETE OR HASCNR'I OPENING BY OTHERS INSTALLATION ANCHOR ..9 \JOOD SCRE" <TVP,) (NOTE 23) (~ ~ tN SAMf: PlNC rOR ClARITY IN.V. HD[J( STRIP ANOiOO IO.E$ SPACED 2.- N'ART ctI IJ'POSl TC rtANGES-> CAULK BET'JEEN HOOl< STRIP 8. 'JOOD BUCK SLIDING GlASS DOOR HOOK STRIP INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 11) CAUlK BtT"EEN DOOR fLANGE S. \loon BUCK '- . CONCRETE OR MASONRY OPENING BY DTHE:RS STUCCO BY OTHERS SECTION B- B .... LUCCD T BY OTHERS SLIDING GLASS DOOR INTERLOCK HOOK rST~IP DETAlb IMPORTANT JNFORMAnON "GENERAL NOTES TheH ~ are ~ to etlS\Ire properlr\sUll.stfon d flofida ~ ~ produds end mu:.t be rollolYed tully. TEHPERED GlASS (tYP.) A ~ENElW. lNSTAUATtotf INStRUCTtONS 1) SHtH AS REQ'O, AT f},Qt lN$TmAllON ANOiOR wrrn LOAD BEAAlNG ~lM. t1AX. Nl.tm~ SHtM STACK TO Be J./.... l~ WJUNG SHIM AT SILL MUST U PRESSOP.E TftE.ATE!) WOO() OR Pf.AS11C AND MUST BE COMfUT'ELV ENCAPS\JlA'fEO IN CAUU<1NG ~ SfT INtO WET CONCRfTE. A. 2) USI stUalWttO ACRYLIC CAW BEHIND DOOR RANGe AT HfAD a lN48S. UeEAAU.V AWl Y $1U<XlNlZEO ACP.YUC !In CAUU<ING UNOO\ SJU. OR SET SILL IN &0 ()II vm ~ CAUlJ( eE1WUN lWJ( OOAAER ~ stLt. ~ ANO CONatETC. <:AIJ\J( AU. FASrENER HOliS PfUOR TO INSTAWNG FASTENEA MU MOOt<<) HOO AFltR lNSTAUAnoo. J) use StUOONtttD ACRYUC CAW< FOR POOMETER SEAl. MOONt> OOVUOR ~ 000f\ N<<) 8C'fWaH HOOK Sl1U9 & 800C FOR POOCET OOOR$. B 4).wUJ AM) SlU OOANW AAE TO Be SUUO WTTH A SMAU. JOtNT SfAM SfJU!t. S) DOOR fAAMl! HATtRlAl: mMINUH AllOY 6063. A 6) 1WO S'f WOOD 6UO( AND/OR. ffWtlNG AT llie ttOO~ TO ee SEMa't F,I,SltNED TO TAANSfER THe lOI\O m 'M ~ ~y, CON<:P.ETl! OR OTlifR mUCT\JAAl SJ.J&SrP..ATE Pe\ fBC, SECrtON lm.4....1 AAO l1it! ENGtNtER Of 1\E0XU)'S DEl AILS. 7) R()(UOA EXTRUOfRS 1000 SElUfS SUOlNG aASS ()OCIR IS SHOWH. TH1S mHT 1LSO AWUES TO Tlie R.ORlOA OO'RUOEP.S SOO ANIJ 2000 SUUES stJDING GtASS DOOR$.. 8) ~ "X" lW'RESafTS M<MHG PANa ANI> ~ ~ fIXEJ) PANU. ~o CONFlG1JAAl1ONS AA& M USTtD ON THr ANOiOR INSTAUAl10N OiART, # # D .& A EXl~RtOR fltVATION 2 PANEL DOOR SHO~N <SEE NOTES 9, 9 8. 10) ~ A lN$TAlUTICN ANC1-l0rt 19 WJ1) SCRtv V/P1..ASTlC ~~ <TYP, \/HERE: ~ TAl' PEltS ME t-<<J r Rttn. LJn. SEt NOTE W LItERALLY APPlY CMA-l<lNG ltlDER SILL OR SEt SJU. IN SED or Wx:REn: (SEE ~tt 2>' SHIH AS REQUlRtD (SEt; NOn: 1>' A lit ..,\,\\Uh". . ~ ~i ~....."", ~ All '\1\1 t)o EMBEDMENT ......,1b.,~... .r...~J. .... HE .I,f ...~\Pr~,,;:'. ., '\ 1-114' HIN. ~2 :~ .. .. \ I B . , , INSTALLATION ANCHOR !I 1 : !l ~ \ 3/16. DIA. TAPPER \ ~ otiZ1l3.{OJ (NOTE 21) ~,... t- llSl CONCRE:Tt OR I~ \~~ ". t'> .t. ~~ t." '4 ~l."'''.'''~~ ,/ MASONRY OPENING '\"" 'tt~nM.~..,~."'. BY OTHERS 'l"'...,,\....~ SHEATHING B'I OTHERS STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR ...--DOOR \lIDTH WB WOD SCREV (NOn: 21) [ T'JD BY \/000 SLIDING GlASS BY OTHERS DOOR FRAME (NOTE 6) JAMB 1/4' MAX. SHIH SP,\CF.: SHIH AS RE'Q'D (SEE NOTES) CAULK SET\lEE:N DOOR F1.ANGE 8. SHEATHING l-VS' MIN. EMBEDMENT SLIDING GLAS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT . & CAUlKING AT FASTENtR HOLES Rt:QUtRtO (ttE NOTE 2), SLIDING GlASS DOOR FRAME SILL & 1/,. )4A)(] SHUt SPACt .c,. A CAULKING & REQUIRED (SEE: NOTE 2). . # A 4 EMBEDMENT 1-1/4' HINt II Oi' Ia lNSTAtLAT10H ~HOR .e woo SCREV IJ/f'LASTlC ANCOOR rNP. \JHtRt TAPPERS Mt OOT REQ1). SEE NOU:: (0) & LlBtRALL V N'PL Y CAUU<1NG VNDtR SILL OR Sf:1' SILt. IN BED or CCJ.lCRETE (Sf& HOTt 2). SHIH AS REQUIRED (SEE OOTt 1). L INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 13) CONCRETE OR MASONRY OPENING BY OTHERS SECTION A-A J ........ [SEe SHfET 2 ro.l eotmN\-'^n~ OF NCmSJ FLORIDA EXTRuDERsngr;ltt~Wl#.~i ct:RTI1eAT't Of AUrnORtZATION NO. em SOD I 1T1'LE" SL DING GLASS DOOR 500, 1000 8. 2000 'MASONRY INSTALLATION WITH NON-STRUCTURAL BUC AND TAPprRS DRAWN BY: DB APPROWD BY: RJA DATE: 12/19/03 SCALE: NTS DWG I: rLEX0021 SHEET 1 Dr 2 FRAME INSTALLATION 1/4. MAX. SHIM SPACE 1"118 HIN. EMBEDMENT T\/O BY \/000 BY OTHERS <NOTE 6) T\/Q BY "000 BV OTHERS (NOTE 6) INSTALLATION ANCHCR lIS \iDJD SCREV <TYPO> (tIlTt: em (ANC~S $HWN lH SAK.: f'LM't rtR CLARITV eN. V. tOl1( STRIP ~ to..ES SPACED 2' APART [H OPPOSITE nANGEs.> CAUlK BET'JEEN HOOK STRIP & \/OOD BUCK TEHPE:RED GLASS <TYP.) SLIDING GLASS DOOR HOOf( STRlP INSTALLATION ANCHOR 'S 'JDOD seREV <NOn: 21) CAULK BET\lEEN DOOR F'LANaE 8. SHEATHING 3/4' MAX. LEArnl! \ BY OTHERS SLIDING GLASS DOOR INTERLOCK tjQO~ STRlP. DE;I AIL TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS SHEATHING BY OTHERS ,SECTIg~ B-B, STUCCO OR SIDING BY OTHERS IMPORTANT INFORMATION a GENERAL Nons These notes are pcovfded to ensure proper InstallaUon of Florida Extruders MUestorn products and must be folfowed fully, A ~ ~ B ~~~ INSTAllATION INm~9NS ~ 1) SHIM AS RfQ'O. AT EAOi lNstAllAltON ANOiOR wrrn LOAD eEAAING SHeM. MAX. AU.OWABU: SHIM STACK to an Bt! 1/4w. tOAD BEARING SH1M AT SIU. MIJS1' BE PRESStJRE lREATEO WOOO OR PlASTICANO MUST Bt! COMPlm:\.'1 ENCAPSULATED IN CAUOONG OR SET INTO weT CON~m. 2) OSE SlUCON1UO AO.'t'UC CAUU< 8fH1ND DOOR. RANGe AT HEAD & Jn1BS. UBeAAU.Y ~Pt.Y 51UCOMUO B ACAYUC CAULKlNG UNDER SILL OR SET SILL IN BEO Of WEl CONCRETE. CAUlK BElWEEN BACK COMER OF Sn.L A. RJSfR AND CONOW'E. CAlJU( AU. FASTfNER HOLES ffUOR TO INSTAlUNG FASTENER AND AROUND Ht!AD mm ~ INSfAUATlON. 3) use SlUCONtZro AOWlIC CAUlK F()R PERIMEtER sm AAOUND M'ftuOft OP OOO~ ANO BflWEEN HOOK STPJP & 000< fOR POO<Er OOOPS. ",),lAMS AND stU. CORNE~ AAE TO Be SEAlED WIlli A SMAU. JOINT SUM SEAlm 5) DOOR fAAMe MATERIAl: AlUMINUM AllOY 606). a 6) tWO eY WOOO SUCK AND/OR fAAMlNG AT THe HEAD, JAMB MeD HOOKSTRlP TO ~ SECURflV fASTfNEO TO ~ TRANSFER THE lOAD 10 THE WOOD OR AWRCMD FAAMING MEH&PS PER Fee, SECTION 1101.......3 AND !lie ENGINEeR OF RfCORD'S OETAILS, A ~ EXTERIOB ELEVATION ~ 2 PANEL DOOR SHOWN (SEE NOTES a, 9 ~ 10) t = ~,.,,.\\th~,\,. ~.""'!$. .t, AJt;t~~;. .;}' . ~1I 1,.- '.lIIl.~ ......... ((i.i\_'.' ~.. ,,- -"'It ~ ". V 't ~ " ~,1\'Jn"",,~ '. ... l.f .' ~.'" 'o,~ 1: ~'l .~ 't ~. -. . ot{Z{tJ.103 II ,:f . -eo., -." ,." '. .J1t , ~,. IoU 1 " '#11. 't, ~ ~ ~. .1' \.~ .: I,.. ~1"".I'~~~~'y.",.~ i, "<:F~H" ~ .,.. '., "'t1'1I\W~,.:"'., \n\,..".~....," [SEE smeT 2 fOR COtmNUATtON OF NOlES] ~~ ,~ ~~ I~ FLORIDA EXTRUDERS~~~~N~~~. c:onY1CATt fiF ~ZATlOM 00. iW 0 nTLE: SLIDING GLASS DOOR 500, 1000 8c 2000 FRAME: INSTALLATION WITH ita SCREWS DRAWN BY: DB APPROVED BY: RJA ATE: 12/19/03 SCALE: HTS lfG I: nEX0027 SHT I ~ 2 REV DESCRIPTION DATE INI B ~ ~~~.. 11. 12118103 RJA IHJ/OTt M.\4SCO l'laAtm I'V'tlOCU N4>/014 ~ N.UD tlOfI 20 NfJ fI:O.AllO WJST1WlQHS. ~ HemS . TO to . at TO 29 NO ~ aatlOUI '1'0 ni(SC HOf[S. II:t'YI$U TAIftlIlS f'tlIf IOlOC ~ ~ - - ~ ~ .~ o ~ ~ gi~ Z -!!2 ffi:f - ~ (0 ~~~ 0::: g.-.. e:F(l. o w u. ~ ~i5>!l , 'w I e Qffi~ '-' ::r: 1 ~ac en Z (J x ~UJ~ Z<(;n Lti Lt ~~~ '-' co ~~~ o wZ g tO~~u$ -.J ~<>> ~::l:S ~ o~ @g15 ~ ~cS 8~g zzg OM ~(3c ~ GO ~ffi~ ....... COfu Q x 1 ~~a: o W ~..:~ caz I-C.q: , 'q ~ @) a. a. I.() ~ ~ fR N I'- N W 0) ~ 0.: ..q- g w O' E>a.. Q) Z ..c c:: u.i ()) c:: . ~ 0 0... (!) ~ .c: <( Q) ~ ro :;] Q) -) :r: =' >.. E .5 ::) 83 ~ .:: ODD C/) z o U5 :> ~ ~ ~~~~ b ~~~~ Z ~~tt@ W ~:5ffi..: <9 ~~~~ ~ ~ffi~8 o ~~~~ o gUJQ< U. oa:CI;!uJ iJ3~ffi::i2 W <-,Z::lE~O ~ ~Qao~ ....... oCl;!O::I-() :::) f!~~a~ o ~cUJg~ (J) ":::l~CO::l gffi~\5~ ::l >0 ~ ~ 0:: ..: :>0": a ~ z GO o . 0') -0 a UJ> -.J LO ~lD N Ow en ([t :tt: ....J aD W -I 0 - t:r:1O ~ 01- .J tJ.~0 f".. .J~C ~ W c( .to t:r:Zw a 0 I- a ZO!: WO:J I Z UiOUJ N 0 LO I - '" ~ ~ ~ LO -I ~ ~ (j) Z - a:: 0 ~~ 0 ~(.) 0 w ~~ >-~ (j) U ~:=J - (j) I- z::!: -0 ::5 0 @[! Z (.)1- :=J~ l- S (!) :J: 1t:515 w <9 1i!~>2 Li.J11.J~ (!) ~ Cr:: :::1=0 <( 0-< Z >- z~o :;:- Z ~Li.J(5 - 0- :J:-=-a Cl Z 0 I-u. - <( u ~8~ -I -I U):J:as _I- 0.. :J:~ (j) I- (.) W SHEET NO, 0- Cr:: Z 0 () 0 w 8-10M ::E I- 0 (j) :J: (J) W :::) l,() ....J 0 0 - LAST PLOT ('\J ~ DATE: December 21,2004 @ NOTE: IT IS 1l1E CO<<TRACTORS RESPONSIBIU1Y TO REVIEW &l. DRA'MNGS BeFORE CONSTRUCTION BEGINS. CHiSCO ENGINEERING, LLC IS RfSPONSlBlE FOR T11E STRUCTUIW. INTEGRfTY OF llilS PROJECT ONlY, ANY DISCRE.P~Y BEn'tUN 000 CONOmONS, OrnER DESIGN PROfESSIOtW.S' SHOP DRAWINGS, CON'TRACTORS BUILDING MEniOOS, AND THESE SIGNED MiD SEAlED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DMiSCO ENGINEERING, LLC PRJOR TO mE COMMENCEMENT OF CONSTRUCTION to. ,...--- ",. " I' " I , / \ I \ , 1 \ I \ I , I , / " ,,/ .....--- I (1) INTERMEDV\TE STILE ATIACHED W/ TOG-L-LOC (TOP & BOT) AND UREl1-1ANE ADHESNE (ALONG CENTER) 25 GA. MIN. STEEL SKIN COATED WITH G-60 GALVANIZING, BAKED-ON PRIMER. AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. r- 2" THICK 3' TALL U-BAR 20 GA. CALVo STEEL 50 KSI MIN. 01 02 03 DATE 9/27/1999 12/01/1999 1/2000 DESCRIPT illN ADD 'CBPC' TO TITLE BLOCK CORRECTED BRACKET ATIACHMENT TO ONE BOLT AND NUT JAMB ATIACHMENT INFO; 50 KSI STRUTS; +25/-32 PSF HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) U --.J --.J ~ ~ .8 ('<) co L.l.. t; ';' I C') OWo c3 ~ ~w~~ _ In ~ <'b ~~~ 0,-... "-z"- ...J ('<) .... 0 (f) 1..1.....- ~....w 1 co qdj~ I'7' >/daB ~ >< ~w~ wi1 <~i5 co ~~~ OtOCO\2<~ ...J tOV ~::J::l ...J ...- 0'> 0...J ~ o a~ 000 '?,;: In....... ~~z -.. v-" (f)ffiQ I tOO \.:Iwt; 0'-'" ~~::l 0('<) 3:\.:10 ~ro (iidj~ "-' ooa... ><, iJj VS i'2 Ow wz>- CO2 ~~~ '0 q:r: @ 0...0... l.() ~ N ~ C") W 0... ex:> l.() t- O) ~ W 0... N N ~ o <D ;- I Cl W I Cl:: o o o STEEL SKIN) STEEL SKIN) OPTIONAL DSB GLASS OR 1/S" ACRYLIC LITES AVAILABLE (SEE SECTION B-B) 20 GA. MIN. END STILES ATIACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM TOP, BOTIOM & CENTER). REV MODEL: 110RW4 (25 GA. MODEL: 120RW4 (24 GA. a I Co "'-\ ~ --- 16 GA. GALV. STEEL TOP ROUER BRACKET. EACH BRACKET ATIACHED W/(3) #1 +x5/8" SHEET METAL SCREWS. fl= 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/6' WOOD LAG SCREWS, <.9 z ocr: ut1J U)z z- <(<.9 OZ w e> Q) ..c c Q) ~ (!) <( . o z W 0... r I..1 3" r- 1-7/6. ~ T #14x5/S" SHEET METAL SCREWS rSLlDE BOLT i LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION i "L- Cl W I Cl ~ Z w CL o 2" GALV. STEEL TRACK, MIN. TRACK THICKNESS: .060' DOOR HEIGHT "L. 6 -6 70 7 -0 76 7 -6 S2 S -0 88 ..c c ~ ::J Q) -) :r: ::J ~ E C ::J c?5 2: ~ DDD C o en C Q) CO ~ ~ ONE 3" TALL x 20 GA. 50 KSI MIN. U-BAR PER DOOR SECTiON. & 1+ GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W/(+) #1+x5/8. SHEET METAL SCREWS &: (+) 1/4.x3/4. SELF TWPING SCREWS. .... I Cl W I Ct: o o o TRACK CONFIGURATiON LOCK POSiTION (BOTH SIDES) TWO POINT LOCKING 1.- f LOCATiON OF OPTIONAL VENTS OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR 'w'lDTH 9'0' ! 3" TALL x 20 GA. CALV. STEEL U-BAR. ONE U-BAR PER SECTION. EACH U-BAR ATIACHED WITH TWO 1/4"x3/4. SELF TAPPING SCREWS PER STILE LOCATION. TYP. 2-1/2"x12 GA GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATIACHED), 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 SH6WN). ALUMINUM EXTRUSION &: VINYl W[A THERSTRIP. SECTiON A-A (SIDE VIEW) 13 GA. CALV. STEEL BOTIOM BRACKET. ATIACHED W1~ TWO # 14x5/8. SHEET METAL SCREWS, 12 GA. GALV. STEEL TRACK ,/ BRACKETS FASTENED TO WOOD JAMB-" WITH ONE 5/16"xl-5/8' LAG SCREW PER TRACK BRACKET. VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2000 PSI MIN. CONCRETE COLUMN: 3 S"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. CONCRm). WASHERS INCLUDED WITH 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 TRANSFt:R LOAD. NOTE: THIS ATTACHMENT INFORMATiON MAY BE ALTERNATED BY THE ENGINEER OF RECORD PROVIDED THAT IT HAS AN EQUAL CAPACITY. MOLDED INSIDE LITE RETAINER #8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE) OPTIONAL 1 D SCREW WINDOW LITE SECTION B-B 20 GA. GALV. END STILE en z a en [ij 0::: 2x6 YELLOW PINE JAMB STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV STEEL END STILE INTER. STILE ..tJQIL2.; 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 THE LOADS LISTED ON THIS DRAWING. OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION DES. BY MWW C>€CKrJl BY MWW DRA '.lING Me. 101979 REV. 03 w o I- a z w ~ a a LL w 0::: ~ :::> a en ~i5~~ ~ ~ ~ .... >< f!i ~ ~ ~ ::l l.L. R "- 0 z U !;,: ~ ~ < w ~ ~ 6 ~ ~ i'i! 82 o w < ~ ~ ~ ~ ~ w Q < ~ ~ ~ ~ . wU)w~z ~Q~~~ o~i5....g s:: w a: 6 "- w ~ ~ 9 ~ ~ ....J ~ en :J 5~1i5< (J) w ...J 0 ~ ~i5~~5 ~ PREPARATiON OF JAMBS BY OTHERS SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFlGURATION SECTION C-C OUTSIDE KEYED HAN 0 LE SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HAN 0 LE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATIACHED TO EACH BRACKET A WITH ONE 1/4"x5/6" BOLT & NUT ill 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) 1/14x5/6" SHEET METAL SCREWS. OUTSIDE KEYED LOCK LOCK BAR LOCKING END STILE DESIGN LOADS: +25.0 P.S.F. & -320 P.S.F. TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. HANDLE Clopo)' Buikit\9 PrtIductl CQmpgny .... ~~ ReHrved. 1M CJ(T1J(1~rr.<<1W depicted herein IJrtI the 501. propel'ti at the C'~O)I Buildil"\9 Produeta Company and may not. b. reprodUced in Ql'IY form wittlout 1tI written permission. CEPe (513) 381-4800 J I 2 WALNUT STREET6 SUITE 1600 CINCINNATI. OH 452 2 Dfv~Q" of C~ at SlIfldl" Produc~ ::t"- It"- (1)N 000 ~I ""'(1) ,...,~ ...Jt"- u...1 ,..., .{(i) 0..1 ~~ <{ ;- ~ co Q') o L() N =tt W o -~ o I N L() I f'... ~ ~ L() ~ VERTiCAL JAMB ATIACHMENT (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 TRANSFt:R LOAD. DATE SCAL!: 8/26/99 Norm DESCRIPTION SINGLE CAR MODEL 110RW4 & 120RW4 +25.0/-32.0 PSF DESIGN LOAD MAX. DOOR SIZE 9'0'W X S'O"H .... I <.:> W I Ct: o o o -/ ~. END SDLES EL: 120RW4 (24 GA STEEL SKIN) ATIACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TO A AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTIOM & CENTE r OPTIONAL SSB GLASS OR - 1/S" ACRYLIC LITES AVAILABLE (SEE SECTION 8-B) ::;:; E3 E3 E3 E3 E3 = ===i -r ~ =:J :1 :1 f :1 ~ - tr l:::: ~ - - f\ \ \ \ B E \ - C r-------- r-- C r- VIEW II\j f\ ~ I If\J 17\ D D D D D D VLO QS 5< ~ (B TW '\ f\ \ \ ^ D D D \ D D D / ./ ,"rir E::;3~n:===l ~ r I i::=:::=:I i::=:::=:I i::=:::=:I IL-t \-.- LOCATION OF - A 'L OPTI NAL OUT I - K LOCK POSITI N (5) INTERMEDIA-E STILES FOR 16' WIDE DOOR ATIACHED TO DOOR G-L-LOC SYSTEM R). REV DATE 01 9/27/1999 02 12/01/1999 03 1/2000 DESCRIPTION MODEL' 110RW4 (25 GA STEEL SKIN) MOD ADD 'CBPC' TO TITIE BLOCK CORRECTED BRACKET ATIACHMENT TO ONE BOLT AND NUT ADDED JAMB ATIACHMENT INFORMATION HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) z. 00 -> ~...J >[0 Ow <Cl:: 00 ~~ ...JV1 l.L.wo ...J~o < .~ g:z~ zo_ t5g~ VI'2N "B" fl= 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/8" WOOD LAG SCREWS. 'C' ;- I \.:I W I Cl: o o o TRACK CONFIGURATION a I Co '1." 2. GALV. STEEL TRACK. MIN. TRACK THICKNESS: .060" DOOR HEIGHT '1." 6 -6 70" 7 -0 76 7 -6 82 6' -0. 86 x ~ CK POSITION OTH SIDES) o POINT LOCKING ;- I Cl W I \.:I Z Z w CL o TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATIACHED). 3' x 20 GA. U-BARS. U-BARS IN A 2-1-2-1 PATTERN (LE. TWO U-BARS ON BOTIOM SECTION. ONE U-BARS ON NEXT SECTION, ETC.) #14x5/S" SHEET METAL SCREWS ~~ LlJO en ZO ~~ ~ W >-::c - 0 ~~ ~ ~ z::::!: -0 a O~ LlJl.L. 01- W Z :::lz OLlJ 0 I- Oen ~zz :r: 0..00 W c.9 ~OU) W LlJz- coLlJ> <.9 ~ 0::: 1-1=5 ~ ~a:(3 >- ~- ~ z ~w6 n.. ::;ji::C....l z a 1-l.L. ~5g <( ~ 0 0..0 ....J en::Cz -t:LlJ <.9 n.. ~~O 0 SHEET NO, n.. 0::: Cl: a 0 <( w 8-11 ::;:?: 0 a Z :r: en <( :::> L.() t- o 0 en LAST PLOT N DATE: March 15,2005 @ o OPTiONAL VENTS o S DE EYED 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 1S GA. INTERMEDIATE HINGE VI'2N "B. VIEW "c" .1:lQlLL DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (NOT SH6WN). MAX. DOOR WIDTH = 16'-0" INSIDE ELEVATiONS MOLDED INSIDE UTE RETAINER OPTIONAL 10 SCR'2N WINDOW LITE SECTION B-B & V TiCA JAM ATIA HM NT - 2000 PSI MIN. CONCRETE COLUMN: 3/8 x4 SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90 BLOCK) OR 24' CENTERS (2.000 PSI MIN. CONCRm) OR 1/4"x4. TAPCON SCREWS ON 16-3/4" CENTERS (2,000 PSI MIN. CONCRffi). 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 ATIACHMENT INFORMATiON MAY BE ALTERNATED BY THE ENGINEER OF RECORD PROVIDED THAT IT HAS AN EQUAL CAPACITY. 2x6 YELLOW PINE JAMB STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STiLE #S<3/4" PAN HEAD SCREW (10 SCREWS PER LITE) 12 GA. GALV. STEEL TRACK ,/ BRACKETS FASTENED TO WOOD JAMB...../' WITH ONE 5/16"x 1-5/8" LAG SCREW PER TRACK BRACKET. 20 GA. GALV STm '~~ 7/16. 1.0. ROUND PUSHNUT ~ 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) 1/14x5/S" SHEET METAL SCREWS AND (4) 1/4'x3/4" SELF TAPPING SCREWS PER END HINGE. 25 GA. MIN. STEEL SKIN COATED WITH G-40 MIN. GALVANIZING, BAKED-ON PRIMER, AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 2" THICK SHIP LAP JOINTS. "'-\ ~ --- 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) #14x5/S" SHEET METAL SCREWS. & VERTICAL JAMB ATIACHMENT (WOOD FRAME BUILDINGS); 1/2"x3" LAG SCREWS ON 1S" CENTERS. 1-1/4. OD. MIN. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ~ OUTSIDE KEYED HAN D LE 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/S. BOLT & NUT OR TWO 1/4" DIA. RIVETS. PREPARATiON OF JAMBS BY OTHERS. 2" 01A. SHORT STEM, 10 BALL STEEL ROLLER. 3" TALL U-BAR 20 GA. GAlV. STEEL MIN. YEILD STRENGTH: 50 KSI 14 GA. GALV, STEEL END HINGE. EACH FASTENED TO END STILES W/(4) #14x5/6" SHEET METAL SCREWS & (4) 1/4"x3/4" SElf TAPPING SCREWS. JAMB CONFIGURATION SECTION C-C I..1 3. f- 1-7/S" ~ T 3" TALL x 20 GA. GALV. STEEL U-BARS IN A 2-1-2-1 PATIERN (I.E. TWO U-BARS ON BOTIOM SECTiON, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATIACHED 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 THE CONTRACTORS RESPONSIBILITY TO REVIEW AlL DRAWINGS 3EFORE CONST~uCTlON BEGINS. DA'iSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCruRAL INTEGRITY OF THIS PROJECT ONLY ANY DISCREPANCY BEl\^iEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHOOS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE A TIENTlON OF DANSCO ENGiNEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION END STilE HANDLE 1:!..QlE....2.; n-:E DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBIUTY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE N-JD IN ACCORDANCE WlTI1 CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. DES. BY MWW DRA 1.'1 NG NO. 101980 REV. 03 END STILE SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION INTER. STILE END STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING Clopoy Buildin9 Producl3 Compony AI Ri9hts Re:;,or.ed. The orronlijements depicted herein ore the sole property of the Clopay Bull~in9 Produ<:ts Compony and may not b. reproduced in any form ....ithout its written permission, CEPC (513) 361-4600 312 WALNUT STREET6 SUITE 1600 CINCINNA T1, OH 452 2 Division of Clopay 9u/kfIng Product. ,,----~ /' ........ / " / , I \ I \ I I \ I \ I \ / '" / " / .......---/ CHECKED BY MWW DESCRIPTION DOUBLE CAR MODEL 110RW4 & 120RW4 +24/ -24.5 PSF DESIGN LOAD 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/S" SHEET METAL SCR'2NS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. OUTSIDE HANDLE LOC K BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. DATE SCALE 6/26/99 NOTED SECTION A-A (SIDE VIEW) L g l :t ~ on ;t: N r-; o on o o S -- - o 0.0 -6 u ..J ..J C-< "" W ~ Vl -< ~ >-'< ':? Vl ..J <: C-< "" Cl Cl C-< Vl '" o f=J -;;:, ] "" " If Vl ~ g Vl ~ 8 N Cl C-< ':? ~ ~ ..J ~ ~ 9. v u ~ l.(} -.J L[) ~ ..q- -.J C"') ~~ N C"') 00 15b3d ..q- CO N , m CJ <tr.o ~~~ CV') l.(} N om r- Z _ L[) ffin..g;J W 0') ~ D:::t5 15~6 0 00:: 0.......... lf~lf Q.. ..q- (0 --JC"') f-t5~ W ll......... ~f-UJ e> 0 ott1 1 00 OzU) .......-.- ---'w::J Q.. Z 5 I ~a[a Q) cnz <t ~ ~~~ ..a z- c W <CJ UJ ll.. <( f- 0 Q) (l) U)~~ C OZ o (5<(:J ~ 0 Q.. W --J r.o~ CiiU~ (!) en --J r.o UJ ::J :J ..c o ....... L[) 0 ~ C ON 000 ~ Q) C Q.. L[) <t ~ ~ t5 CO ~ <t ..q- 0 U) UJ i= ~ ,r.o ~~u Q) --') :r: 0.......... --:J o C"') ~l'Jo ::J ~ ~ co ~ffi~ E c -.....-. DOo... ~ ::J >- en I- (l):z ~~~ '0 @ D D D q::c Q..Q.. 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 F L4 74 Framing Anchor MP34 FL570 ABU44 FL474 Adjustable Post Base PAU44 FL569 CS22 FL1901 Coil Strap Tie RS300 FL822 H3 FL474 Hurricane Tie H10 FL474 Hurricane Tie RT16 FL565 H2.5 FL474 Hurricane Tie RT7 FL565 H6 FL474 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 HSURlL410 FL503 Heavv Skewed U Hanger HTS16 FL538 Heavv Truss Strap HTW16 FL820 HTS20 FL538 Heavv Truss Strap HTW20 FL820 HTT16 FL503 HD/Tension Tie HTT16 FL821 HTT22 FL503 HDlTension Tie HTT22 FL821 HUS26 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 Hanger ITT FL474 TF I-Joist Hanger THO FL815 IUT FL474 I-Joist Hanger THF FL815 LGT2 FL1423 Light Girder Tiedown LUGT2 FL568 LSS U21 0-2 FL474 Slopable/Skewable Hanger LSSH31 FL816 LSSU28 FL474 Slopable/Skewable Hanger LSTA12 FL1901 Strap Tie LSTA12 FL816 LSTA18 FL1901 Strap Tie LST A 18 FL816 LSTA30 FL1901 Strap Tie LSTA30 FL816 LST A36 FL1901 Strap Tie LSTA36 FL816 LTS12 FL474 Twist Strap LlW12 FL820 LTS16 FL474 Twist Strap LlW16 FL820 LTS18 FL474 Twist Strap LlW18 FL820 LTS20 FL474 Twist Strap LlW20 FL820 LTT19 FL474 Tension Tie LTS19 FL822 LTT20B FL474 Tension Tie LTS20B FL822 LUS26 FL474 Joist Hanger JUS26 FL821 LUS414 FL474 Joist HanQer JUS414 FL821 MBHA3,56/11.88 FL538 Masonry Beam Hanger NFM35X1178U FL578 META22 F1901 Embedded Truss Anchor HTA24-18 FL859 MGT FL1423 Medium Girder Tiedown MST48 FL1901 Strap Tie KST248 FL822 MST60 FL1901 Strap Tie KST260 FL822 MST AM36 FL1901 Strap Tie for Masonry MTS 12 FL474 Twist Strap MTW12 FL820 MTS16 FL474 Twist Strap MTW16 FL820 MTS 18 FL474 Twist Strap MlW18 FL820 MTS20 FL474 Twist Strap MlW20 FL820 MTS30 FL474 Twist Strap MlW30 FL820 MTT28B FL503 Tension Tie MTS27B FL822 PA51 FL474 Foundation Strap TA51 FL816 SDS 1/4x2 1/2 FL1463 Strong Drive Screw SDS 1/4x4 1/2 FL1463 Strong Drive Screw SDS 1/4x6 FL1463 Strong 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 Expoy HD Titen FL2304.2 Titen Anchor UJ w w'"-~15 o f-O,"-,"- L- :li~::;;f- r-- --oZ o ~f:2~~:J Z lf5~ w o...::;;UJ (!) ~~~5 <( ~'"-~Z I- ;;z~8 o ~~~~ o 8UJQ<( LL ~~~~. w UJU)UJ~z 0:::: l'Jz3il,"-Q <( ~~~06 Ozof-:::::l :::> f:2UJ[2G:l. a UJ3ilUJo~ en ~~~i5::J 6~115<( ~~~~~ <(0;><(0 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the inform~tion and a~pr.oval nun:bers on the building components listed below if they will be utilized on the construction project for which you are applymg for a bUlldm~ 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 FL1321 A, SWINGING Plastpro Inc./ Nanya Plastics Distintion Fibreglass Entry Doors Jeld-Wen Exterior Doors FL498, 539 B. SLIDING Kinco Mk 2/3/4/5, Mk 213/4/5 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 BuildinQ Products Residential WindCode Doors FL542 D. OTHER 2. WINDOWS FL123 A. SINGLE HUNG Kinco Mk 40/50, Mk 40/50 HP BetterBilt 165,165/3000,740/3740,3240/4250HP 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 FL124 BetterBilt 168/3168, 680 FL670 Fla. Extruders (Milestone) Series 1000 FL43 General Aluminum 1180/1480/1580/1590/1980/1990 FL256, 1700 C. FIXED Kinco Mk 40/50 PW/CT, TWPW/CT FL125 BetterBilt 165/3000,740/3-'40, 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) FE5709/5710/5711/5712/5713/5714/5718 FL974 FE5700/5701/5702/5703/5704/5705/5717 General Aluminum 1100/1900/1970 FL1252 3. PANEL WALL A. SIDING FL1965 B. SOFFITS Kaycan Ltd. 0605/0606/9500/9510 Aluminum Soffit Cameron Ashley Building 41550/45102/45102N Aluminum Soffit FL406 C. WALL LOUVER FL1363 D. GLA.SS BLOCK Pittsburgh Corning Corp. Glass Unit Masonry installed w/Mortar E. OTHER 4. ROOFING PRODUCTS CT20 (and AR), Landmark 30/40 (and AR), FL250 A. ASPHALT SHINGLES Certain Teed Corporation XT25 (and AR), XT30 (and AR) B, UNDERLA.YMENTS C. ROOFING FASTENERS NOA No. 03-0930.08 D. ROOF VENTILA.TORS Air-Vent Inc. CRV Aluminum H,idge Vent E. ROOFING TILES FL479 F. MODIFIED BITUMEN Certain Teed Corp.-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 PLA.TES MiTek Industries, Inc. Truss Plates FL2197 C, ENGINEERED LUMBER Boise Eng. Wood Prod. Versa-Lam SP FL1644 Wood I-Joists ALLJOIST FL 1645 D. RAILING E, CONCRETE ADMIXTURES F. MATERIAL FECP Corp. (Cast-Crete) High Strength Concrete Lintels FL158 G.OTHER 8. NEW EXTERIOR ENVELOPE PRODUCn A, B. en z o en > w 0:::: ~ z CO o. (j) -0 0 UJ) -..J L.() ~CD Ow N <l:~ ~ 00 W -I ~UJ 0 o~ ..JUJ t..wo ~ ..J~o ~ <l: \0 ~iw 0 ~ zo!: 0 Wo::J I UIllUJ N L() I f'. ~ ~ L.() ~ o::~ --I ~8 ~ w ~~ >-x 0 ~~ 0 - z:::!; .- -0 0 00:: ~ WLL. UI- Z :::lz 0... Ow .- Or/) o::za 0... I 0..0 El:!uC/5 <( w (!) wZ- cow> ~ - I-t::o I- 0:::: ~a::c3 <( >- ~a:: 0 z Q.. ~wo :::!;x...... 1-lJ... => Z 0 ~5g <( 0 0..0 0 .....J r/)~z 0 Q.. ~~~ ~ SHEET NO, 0... 0:::: 0... 0 0 <( w SFPA ~ 0 0 I - en ~ :::> L{) 0 0 0 --I LAST PLOT N @ LL DATE: January 05,2005 NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CO,<STRUCT'ON BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONl y, A~Y DiSCREPI\NCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHO? 'JRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE S'GNED MD SEAlED DRAWINGS MUST BE BROUGHT TO THE ATIENT'ON OF DANSCO ENGINEERING, llC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION """,,----.......... ./' '" / " I , / \ ( \ I , \ / \ / \ / " / " / ......---/ Trle 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. \ L APPLICANT SIGNATURE DATE . ,:~~~ \ " ) . ..~ ~ ~,,'