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Permit 1907 Creekside Circle '3 3'coMPo-NTC- RoaF co o Roo 3 7/ijit / \ L" L.L 1-,--" .J n i5. r 24WTAL I[ICICPI' LIZ-1-1 � ,2'4'Iv �AL fGfcVdTE, ' � 10-6- - - T io•6. LEFT -401- EL_EV4Tl0N r RIOT -')IPL ELEVATION 30' L7 r � 2X2X0.044' UOLLO\V EDGE 6EAM ,�yy'{ `.t S — --L-- - --- ----- - - 1 �;i / ' 24'(4P-TAL'ICI 14•MEfAL f L 27. 0- PATIO ENcL 0-')U -L i R-LAPR ELEVATION w , v>t. / \ RAN OOF PED ' -� 2 Gl1TTE� .:. t - - - - -- - - - - -- - - - - - 2X2 - - - -- - -- -- - - - -2X2 LLAPER , i ��U` EDGE .11 L10U SE I ROOF PANEL CLEAR .SPAN I PATIO I (1Jo-')T) I I n I\ Izaof ROOF - -SIDE \\/ALL POST(5) OVEv_.IJAHq I oV�wJANG I I i3EAR10G WALL PO-5T(5) 2"` be��� — 2X2 VJCV-PLATE / CIJAIZ RAILJ . �t - 24' ICJCICPLATE / ... . -2 -ACI #4 AR-.S --CON(f2=TE -SLAE5 FouNPATIoN to A TdL-V- NEP EDGE FOOTING PRL.�NT ALONG E5EAPJNG WALL t ` I 0- "a . —(� -- -- ----- _ — > : ti PATIO PR.O.JLCTIOH (\VIDTLI) _,.`•! TYPICAL_ )[-cTIOH i 51PE i VA) VIS\u r, . r, COPYRAGLIT NOTICE COPY12-<LIT 1999 - ALL Iz1GL1T-5 RE.SERVEP DY .SPECIALTY -')TRUCTuRL DE SIGN ANP/OR DAMP \V, MILLER k PRA\VING TITLE — — -- -- - - - PROPERTY 0\VNQQ; DESIGN / PRA\VING t5Y DAVID \V. MILLER Of .SPECIALTY STRUCTURE DEIGN sITE PAT: _..._. __ �L1EET # 0 4' r FOR CLIENT / CONTP-ACTOR _ _ . — --. __ T - -- ---- - �� F ' ROOF • SELECT EDGE EiEAJ.I TABLE 1 SOLD ROOF . LW W NDOW FRAMCU CAN ATTA01 FOR MAX. x DIRECTLY TO HEADER 11PR1CiT LENf3TIt r x L- 3-VT SLAB ON GRADE VARIES NO MAX M EV. SLAB OR ON Com) GLASS WTDOW INSTALLED PER CR MkMEG7 FOOTING MANLFACTURERS 9KCF)CATK)NS TYPICAL CLASS ROOM WITH SOLD ROOF. TYPICAL FRONT VIEW FRA 04G - (I- # OF tIPR1GW 13 MEANXIED FROM TCP OF rxr PLATE TO BOTfoM OF WALL BEA14 CONVEKrONAL FRAMING OR ALUWW COVER SYSTEM SHEETHO BOTH SIDES ANCT`K7R WITH #8 x V2' SHEET METAL ALTERNATE CCMECTION AT FASM ALLOWED LOAD WIDTH SEE SECTK]N 7 FOR DEfALS FOR ROOF PANELS E ALL►.'[4.M SEEETNG OR VINYL r � SCW ROOF LW O P/2 P/2 a co U) EXl3TI GG Q SQE BEAM AND COLUMNS ° STRUCTURE 1+ GLASS ROOM WALL SECTION PER TABLES I I - 0 Z VAFttC3 SOLD COVER P - PRO.ECT10N FROM BLDG J LW - LOAD WDTH I I EDGE BEAM � P VAFtIEB f �M 7 x Z x 0.044' �JR (7YPICAU I I I I MA)a" WIDTH - I LL) TYPICAL SCREEN / GLASS ROOM Encs BEAM 'Art I yy v SFf E MI M Otiv SCE ROUGH OPENING I Cn NOTES: ANCtICFI r x T OPEN BACK DCfFdtSEON WMI V4•x2-V4' CCN09ETE WITH NO}EJB 2- x 2- FASTENER MAXM-U OF 2•-0. ON CFNfER AND W1THt4 B' OF Lff"f-r NOIRES ANUCH T x 2' TO WALL WfTH 2-V2' #to StIEEf METAL SCFEW3 WTfH SLAB 3-VT MIlM WASEfRS 2'•0' ON CENTER ANCtIOR BEAM AND COLO M NTEFWAI.LY (SEE DETAL) W OR WTH ANCFICR CLP3 AND #10 SCREWS AND WASHERS. n n ke*A.M SLAB TFICIUESS FOR SLAB ON GRADE IS 3-V2' CC JCRC E. SELECT FRCNT WALL BEAM FROM TABLE U3NG LAMER 'A' VALUE OF U P/2 OR P/2 + OR TYPICAL ELEVATION GLASS ROOM WALL C m P' IS CLEAR DLSTANCE FROM HOST STRUCTLIRE TO FRONT WALL BEAM m m Wind Load to Snow Load Conversion Tablo (D 50 Yr. Snow Load Snow L Wlnd Load / Buk*V Type U LL SPANS PER TABLES 5 - 25 #/Sq Ft. 3 - 15 #/S4 FL 05 MP1i Open &AdCq 0 x SOLD ROOF 26 - 30 #/Sq. FL 15 - T7 #18% Ft 100 MPti: Open BULA-Q o STFdJGTLttAL OR PAN 31- 35 #/Sq FU 17 - 10 #/54 FL 720 MP}i Open Bi4dr); m PANEL SPAN A• 36 - 60413q. FL 19 34 #/Sq. FL 110 MPlir Endosed Buf 1rp a A SEE TABLES 61 - 70 #/Sm Ft 34 - 3fI #/S, FL 120 MP}-L• Fscbeed &A*qbJA1� 2 19Ct3 Select root a from wal members appropriate wtxl ad tables 1 E H * N THE DESK143 AND SPANS SHOWN ON T1-ESE DRAWINGS ARE BASED ON THE LOAD PEQLX%EW-WS FOR TI-E FOLLOWIk3 CODES. 1) STANDARD MXDM CODE IM, CENPTETi 18 f •_ � NCLLIDf,n SSTD 2)BCCA HATKttA. BL&DN G CODE tOt13 3)TEXAS DEPARTIAEla OF ItSLRANCE WIDST O__, s 9 3 J t 5 StAEET .)OB NAME. _r ADORES& # - LPREGNr FE7C4fTS 1 TYPICAL FLAT ROOF ENCLOSURE TYPICAL GABLE ROOF ENCLOSURE 7 DRAWINGFOR CkfE frT PERONLY OF qb8 - a-D ea n vc . HEADER BEAR( EDGE BEAA4 _ (7J t10 x T SHEEP METAL SCREW SDE WALL HEADER ATTACHED TO INTO SCREW SLOTS r x 2' x 0.044' OPEN BACK WITH ANCHOR T x 2' x0.044'PLATE MN (2)t10 x'1 V2'SJ.CS. TO CONCRETE WITH V4'x 2-V7 r x 2' x 0.044'OPEN BACK ATTACHED CONCRETE ANCHORS WITHIN G'OF TO FRONT POST YM t10 x 7 SMS.MAX. EACH SDE OF EACH POST AND 24' d'FROM EACH PLRLN AND 24' O.C. SDE WALL PURLriS ATTACHED TO O.O MAX r x x x 0.044' OPEN BACK WITH M!1(W t10 x 1-V2' SMS. N r x 2'EXTRUSK)N SCREW BOSSES FRONT WALL PURLN O SDE WALL PUFV-M ATTAC7-ED TO 1-V$' MN. N CONCRETE0 f T x 2"x 0.044" OPEN BACK WITH MN. (2) t10 x 1-V2' SMS. 14 •• d SCOW BOSSES MN. 3-V2' SLAB 2500 PSI CONC. 4xB-10x10 W.WM OR FIBER MESH r VAPOR BARRIER LtJ--,M CONCfCTE 0) FRONT AND SIDE BOTTOM RALS ATTACHED TO CITE WITH O V4' x 2-V4' MASONRY O(.ICK SET CC ST AND 24 CENTERROM R�MAXSA WALLS HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL r A MR r FROM EDGE OF ATE > Z M a — (4) t10 x V2• SS. EACH SDE d 2" x 7 CR 7 x 3' OR T SMB POST OF POSTER vii HEADBEAM TYPICAL CORNER DETAIL i0o ° _ w a V BAR CR (JSSET PLATE CC M AtKHi r x 2' x 0.044' PLATE CGAPO TTE ROOF PANELS 1 U (4) V4' x 4' LAG BOLTS WITH TO CONCRETE WfTHI V4' x 2-V2 �� (3) # PANELS A x 7 z VB' 3TANGLE D CO SDE WITH 1-V4' FENDER WASHERS (3) t8 x V2' SMS. PER 12" PANEL CONCRETE A1K>iCft,9 WC7FN 8' OF ATTACtI 70 POST A CONCRETE EACH SDE OF EACH POST AT 24' PER 4'-0" PANS. ACROSS THE - AT LORA BEARING WALL WITH FRONT AND 24. O.C. ALONG O.0 MAX. OR TMOUGH ANGLE AT Cv t10 x VZ' S-AS. EACH SDE W SIDES (WALK-CM 24' O.G. MAK [L FZ N r x 2 EXTmaoN HEADER ArrACl-QED TO POST WITH [ U Y MR (2) t10 x 1-v2' SMS. N SCREW 1-V8' MN. N CONCRETE � � 6 � Z x 2' OR 2' x T HOLLOW BossEa MN. 3-VT SLAB 2500 PSI cart � K -� SEE SPAN TABLE HEADER Bx0-10x10 W.W)4 OR FIBER ICSH( a Cn C3 VAPOR BARRER LI + 04XS RAL A K"PLATE 7 x 2" x 0.044' HOLLOW RAIL U 2' x2', rx3' OR3' x2' HOLLOW POST K(2) ti TO BOTTOM . SEE SPAN TABLES SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL. � W wrm MN.(2) t10 x >-vr sMs. 0 IN SCREW BOSSES (� a FOR SHUT' EXTRUs70N3 CHAR RAI J AN 0 4 EXZSTNG SLAB MAY BE USED F N ATTACHED TO P03T WITH MN. (2) GOOD COf4 rION A APPROVED t10 x I-V2' SJAS. H SCREW BOSSES BY THE BUILDING OFF0AL rx2'xO.044. OPEN BACK BOTTOM RAL (A HLTI V2' x 3-V2-Kat-BOLTS APPROVED FOR W59 LPLFT WITH STD. PLATED CUT STEEL WASHER 4 - V4' x 2-V4' MASONRY ANCHOR 0 e' d FROM EACH POST AND 24• D.G. MAX d (A Sia- BOLT FOR 3' POST (2)3/8' BOLTS FOR T x 4•POST 2 TYPICAL UPRIGHT DETAIL CIF 7 ool:�_ay_� 0 1 lid O O +8 x V2' @ 24'O.C.(3 PER PANEL) 0 3„ © F C)Or � 1-VZ x I-V2' x O.OW ANGLE PRUAAY BEAM NL EACH SIDE OF CCN4ECTNG QO � SEE TABLE 1 OR 8 2 a BEAM WTfH SCREWS AS SHOWN O n ° W MAX ° v) ° Y x NY SUR HEADER ° � CAFQPtER BEAM Mink JM #8 SJALS. x 3/4'LONG x ° ° x SPE TABLE 3 W BER REQ A:tED EQUAL TO `4 ALTERNATIVE BEAM SORT `r BEAM DEPTH N NCtES RECENM CHMtiEl 6 $8 x VrJl� NOTE EXTFUSIO NS WTTH ffTERFU,L SCMW BOSSES TO STUD a 98 x V2' TO BEAM MAY BE CCN�JECTEP-WTM(2) 970 x fV2" 0 FI EF44A LY O O CARRIER BEAM TO BEAM CONNECTION z Cw i8 x VZ' (3 PER PAhE Pa 2 x RDCE BEAM 7-Vr x LV2" x 0.08(" ANGLE U) 3 EACH SIE OF CCM4ECT?I G BEAM I < ROOF/ P WITH SCREWS AS SHOWN I1 2z g x Lu 0 cr O co BEAM SUPPORT O STIRS TYPICAL PRMARY BEAM x x x x y SFE TABLE 1 OR 8 QO N r N 41 OEI n' r IL Mtr" 98 SMS. x 3/4' LONG c: d FRAMNG DETAILS NLF.BER RECD EQUAL TO BEAM DEPTH m p TTE STFt11C7UFW. ADOPTIONS A9 SHOWN 14 T1iS R NOTE EXTRtISIOFN5 W M HTERNAL SCREW BOSSES W V dF V PACKAGE ARE DEWNED TO BE MA1�D TO A MAMFACTIRED MAY BE CCM1t C7ED WITH (2) 910 x 1 yr HOME STRUCTURE THE PER SLPPORT SYSTEM FOT THE ffTEj;f ALLY MANUFACTURED HOLE UVT AS D BY THE DMV x RULE i5-r-20072 AND THE NATXX AI. MANJFACTUSED HOU0SrNQ 0 CCNSTRUCTION AND SAFETY STANDARDS ACT 3280.306 !S ADEQUATE TO HANDLE THE ACOPTIONAL STRL17rU AL LOAD CARRIER BEAM TO WALL CONNECT}ON 7TaA113h17TEO 74 7}E MAN FACTURW HD*E 3TFL".RE BY J a THE STRUCTURAL ADO(TICK JAN 0 2 13 '3 THE PAN SPARS SHOWN ARE CALCULATED ON THE WORST CASE LOAD OF WTCI LPLFT CR 20 9 / M FT.LIVE LOAD E ,_ 1 s sr-1E�-r 3 . 7 OF OPTKNIAL CONCRETE CAP BLOCK OR BLOCK ANCHOR ALUA"FRA.E TO WALL OR _ POST N CONCRETE Y4 SAR t2' LONG SLAB WITH V4' x 2-Vx 1.1ASOMY AN l-*R WTTI•IN e-CF POST At D 24' O-C.MAXP" t FC(FtED CONCRETE REFER TO TABLE 24 (71 i4 BAA AT CORNt AS AND 10-0 O.C.F1 L (a !t4 BAR COrTTYAJOIJS L}( IAltr1 CELLS AND KNOCK OUr BLOCK TOP COLEYSE WTTH 3000 PSI PEA ROCK CONCRETE ' 8' x 8' x IT BLOCK WALL OAAX. 32) • . `�•���` DECK OR GROLM LEVEL (2) 44 BARS MR 2-1/2' CFF GRO" 4 + d ISOLATED FOOTING FMBCN FOOTNG OR MONOUTM F MONOUTI-IC SLAB IS USED SEE NOTES � Cf:DETAL.S BELOW INTERNAL OR EXTERNAL RECENWG CHANNEL 3' x 3'POST 7UFpl BOLTED TO A^'C-KN9 FISER KNEE WALL FOOTING FOR SCREENED ENCLOSURES 2-3/4' x 2-3/4' x 2-VY LONG 2-yr V8' T1JBr<J13 t WELDED COFrCG fk7N ALUM&M ATTAC3-t.a NT 2"x 2-x 0.083" ANGLES FASTEN PER TABLE 25 -- - 3-V2'CITE SLAB 8 x 8 - 10 x K) WELDED ' t2' x t2' x V4' PLATE WW MESH OR FBER MtSH CONCFETE U) • VtSQLE?;E VAPOR BAAR£R UZEA SLABS HAVNO STRUCTLRES A80VE O BASE ANCHOR CONNECTOR WELL ccMPncTFD CLEAN FLL OVER SAD � FOR POST TO SLAB CONNECTION NATURAL SOL 00% RELATIVE DENSITY -I > CONCFtEM FLLED BLOCK STEM WALL Z INTERNAL OR EXTERNAL ANGLE CLIPS 8' x 8' x IT Cmu } C nkKWSS OR REOLIFED POST O TOP OF GRADE j Er x 12' CONCREM FOO7NG WITH (1) 05 CONTrt.AUS U) LOCATE ON LtC6TUFtBFD NATUFIAL SOL ALLMN..M TL.BE COLLF.N 3' x 3' POST PER TABLE (1) t5 VERTK;AL BAA AT CCFtFR.S AND 10'-O' O.C. _ < EXTFLO D AL M BASE OR BPS-AK N 80 h 2500 pel COMJ F�E PRE-MDC � FORNIEDt RAISED PATIO FOOTING w C. CORRO 7CN RESt571VE STEEL T}iTU �^ 3/8' z 3 V2 e(X7LU BOLT PER SCHO I F '1— U T V d (2) xx 2' xYAN�3-EOR (1) LJ-C?ANiLxT °• CCI•K�fE SL�6 OR FOO•TNG a d � U) W d I 3' x 3' BASE CCfX>tETE ANCtgRS PER S(>EDLLE --------7. GALV. METAL STRAP (1,4 Gk x r) TUBE COLUMN BASE SCHEMATIC I r 8' x 8' x to CONCF rE BLOCK uj INTERNAL BASE a N PORCH POST CONNECTION 8' x 24' x 24' POLFED CONCRETE PAD � t.g (JL NOTE ATTACHMENT DE TALS SHOWN WQJPE DIAGONALI (2) t5 BARS (18' LONG) EACH WAY ALUMINUM CONVENTIONAL. CONSTRUCTION BRACNN�O FOR FREESTAJi COVERS I Rc CONCRETE POED CELLS WITH t5 BAA n (SAKFtETE PEADY MIX w/ GRAVEL) (D t ~ o PAD FOOTING 7-0' Mr-1. (1) is BAR CONT. (A t5 BAA CONT. U 5� BEFORE SLOP!~ _ _-_- Y 1l f` 31/2 / O I ! m - - - - ALLMN-IM STRUCTLF3E FOOTTIC'i O m 8' 2500 PSI CONCRETE WITH() t5 BAR CONI. a 8' 1.rr vC" 2-V2' OFF CFKX FD J i 04 TYPE I TYPE 1 TYPE X f er J FLAT SLOPE; / NO FOOTING MODERATE SLOPE FOOTNG STEEP SLOPE FOOTNG RIBBON FOOTING TYPE I 1� NOTES: 1 NO F0OTl4G REOURED EXCEPT WEEN ADORESSNG EROSION UNT>_ THE ROOM EXCEEDS IT-O'. ROOMS (PEATER THAN VY-O' USE TYPE 1 FOOTN(i ALUF.lu1M STRUCTURE F(X7TNCi � 2. FOOTINGS SHALL BE Mitt 2,500 PSI ATE VM 8x8-i0x10 WELDED WIFE MESH 2500 PSI CCtK�P:ETE WITH(3) t3 BAR CAVI. � OR FU93 MESH MAY BE USED N LEU OF MCSK ,• . MlrJf.E1F.1 2-V2' OFF GROUND SH"7 3. F LOCAL BLUX)G CODES FCQ)RES A L4*MM FOOTNG USE TYPE 1 FOOTNG CR FOOTNO SECT)W REOLX7ED BY LOCAL CODE, LOCAL CODE GOVERNS. � t2' A SLAB DETAILS ADDRESSING EROSION RIBBON FOOTING TYPE H 4 0F 7 W Table 1: Allowwable Beam Spans-Hollow Extrusions for Screen Table 2: Allowable Beam Spans-Self-Mating Extrusions for Table 3: Allowable Spans For CARRIER Bearns in a Solid Roof,OPEN Structures andr Vinyl[Open]Rooms with Solid Roofs Screen and/or Vinyl(Open]Rooms with Solid Roof (102 MPH Wind zone,Applied Load=17 lbs/sq.ft.) Aluminum Alloy 6063 T-6 Aluminum Alloy 6063 T-6gazowi Aluminum Allay 6061 7-6 e= rt u ary Load Width Applied Load 1rMq t, 20 I q. t 23#1 q- t. 2321q. t. Single Self-Mating Beams e - 22Y-6 w x x oa I t rt{. ;;>£ 5 x Allowable Span"L" - 6' 1 '•9" 11•9" 10'-i 1" 10'-3" 9•• " x x X 1 1 x x x 1 t 11" 1- 1 2"x 7"x 0.062"x 0.120" 18'-6' 15'-1l" 14-4 13-1 13'_1" 12'-1" 11'-4" 10'-8" 10"•1" 9'-8" 9'-3" 8'•10" 8'-7" \ 9' 10.5' 9'- " B'-11" e'•5' 7'-7" x X T 4• 1 1 - rd" 1 8. x x x 1 11 11' 2"x 9"x 0.072"x 0.310" 30'-2" 26'-1" 23'-4" 21'-4' 197 7 18'-6" -TT-5- 16'-6' 15'-9" 15'-1' 14•-6" 13'•11' 12 8'-11' '-3" '-s" 7'- " 6'• " oy 2 x3rx�0 am or xS s00 1 rt a ary OaWidth 6' 16'•6' t ta'-3" 13'•0" 1 '-1" Double Self-Mating Bearns 10'-0" 12'-n" la'-0' 16'-0" 18'-0" 20'-0" 22'A" 24'-0"1 26'-0' 28'-0" 30'-0" 32'-0" 7 Allowable pan 7 1 t 1 , '.f" f"--- 9' 1 '6" 12'-5- t r- " t '-11" t0" 2"x 9"x 0.072"x 0.224" 29'-8" 27'•1" 25'-1" 23'-6" 22'2" 20'-i l" 20'0" 19'•2" 18'-5' 1T-9" 17'-2" 16'-7" x x x . -L' -11 6 12• 11' 10'- 10'-1 9'- " 8'-6" Double Self-Mating Beams Tributary Load Width va x x - as 1 t x xx _ wl 2 X4 Self Mating Beam / $• 6' 19'-4" added to ToplBottom (perpendicular to webs) Allowable SP4n"L" Q it ,T"zrx 40-1- -11 t 11 t 1 2 5 p s 1 -s" to- " 13- 1 '•s" 11 6" x5-x��T a3- 1 a- 4 -t 2T--r 3 - 5 [> T6_ 4 0 f7 10 2"x 9"x 0,072"x 0.31" 47'-2" 43'-1" 39'-11 37'-4" 35'-2' J3'-4" 31'•10" 30'-5' 29'-3' 28'•2" 2T-3' 26'-5" _j fl 3 - •7 12' 1 '-a" --1-2-7-- t t'-9" 11' 1" T-11" Z oa r t x475 0 t am or 2—.X60'5 +— Wind Zone Conversion:Table is constructed for 102 mph wind zone,open structure(17 lbs/sgft),to convert oa r t x x TI—X�22d 7T17!1 `�2�E tabular value to higher(more severe)wind zones,multiply by the factors in the following Conversion Table: 6 TfTlf 6' 23'-7" 21'•11" 20'•8" r '- a _ 6-7—• ��'a 1 - 1 z 9 a- q 0 b•�"��-�• 9' 20'-10- 19'-3 17'-1 t" 16'•10" 15'•2" Laid oFactoron ��� i Table 5: Allowable Loads On Screws And Bolts zone I lead Factor � 0 -'fT f 6 f0 =3" _ I 7r-0••--�F-i UI 1 _� �T7r t"r3"— (As Recommended By rfa — t'0 iTll�-7 0:72 _j b_ju_Tr -0- 6 12' 18'•1-' '-8" 15'.6" 14'-7" 1 1T-2" Self-Tapping and Machine Screws Allowable Loads Tensile 120 I 27 O,B6 0 Example: oa i t r 2 z�l xTZ X0.224 ( Strength 55,000 psi;Shear 24,000 psi fit 3 til z For t"x2"x0044"EAruston beamspan isdistance between uprights w Inge oar ou a ear tt rawa enter table root panel protection of 14'-0"find loadw�d+h, ( fi' IV.4 26'-2" 2a'- i 22'�•-1�1"----r-2�0�'•-8r" ScrawDiameter •fibs.) ^tlbs.) (Ibs,) � L W=107•2'0 H e 9'Enter table on left under toad width 227.7-F '" 1 ''-2 (� Load Wdar=9'-0"and read span under apprognale load - 2T' i'r-r 19 ��fT 98 334 668 167 Lire Load @ 17 d 1 Sq FL/102 MP.H Load Beam Span- 9 2 1'-4' 19'•1 I I 18'-9" I I6'-11 1 #10 418 836 I 209 U CO #12 576 1,152 288 Note: r---�f1 �- 6� Tables assume ewvs,on oriented with longer extrusion dimension parallel to applied load I ,f Q�'� - 6• I 12' 20'•1" 18'•5" 17'-3" o-,4 114'- #14 734 1.468 367 114" 1 761 1.522 3$0 5116" 1,253 2.506 626 Table 4: Allowable Post/Upright Heights for Screen,Vinyl and Glass 3/811 1,58E 3.710 Sze (11 Rooms,Hollow,Snap and Self-Mating Extrusions Wood Lag Screw Loads Aluminum Alloy 6063 T•6 Using Southern Pine S,G.,0,55 or Equivalent 1.1/2"Thickness xtrusrons S Screw ine- ea ou a ear tt rawa U oa rdth- ou/ prig t Spacing (lbs.) (145.) (lbs.) rY'" Hollow SectionsZ 8 1-6 114" 170 235 396 Qom] n 'n lowab o erg t H" pan 2 .2 x 0. 1 1 t 1 a'•t t 5116" 210 355 624 m o x^x m ' 318" 240 480 712 25 n Z x 3 z 0.0 11- " 1 '-4 '-11 • ' -4" -1" x x 0.070'•' 1 t- - 1- -1" a -t t" Concrete Screws And Bolts In Concrete,Brick or C.M.U. J x x 0 (Embedment Must Be a Minimum of 1.172"Thickness With 1-1/a"From Edge) (D x •' Note:Screen splines on 3"side-extrusion turned w/3"side parallel to sole plate. 2,0009 Concrete 3,0004 Concrete Screw Diameter Tension(lbs.) Shear Tension(Ibs.) Shear X 04 rdth; ast/ prighl Spacingd Snap Sections ] 48 66' 1 72- 1 75- 8 9 114" 757 319 825 352 >✓. W owe a elg ( pan 5116" 1,057818 1.184 898 p 2 x x .044 f 1 1 318 1,443 1,443 1,776 1,503 x x x z �F-F� Aluminum Rivets with Aluminum Mandrel J 4 +: Screw Diameter Tens on(lbs,) Shear Load 1 = os prig pacing Self-Mating Sections Q 6 e ' 0 118" 129 176 61 owa a erg C Pan 5132" 187 263 x x x 3 3/16" 262 375 'x x x 4• 1- 1 t 1 ' 1 -11 1 15,-Idl x x z-T:f2 -25'4--n'4' -7 Aluminum Rivets with Aluminum Mandrel x x 2`x 2 33 Z9'6 1'-70 Screw0lameter Tension(lbs.) Shear x x 0"x0.224' 2 z 9 x"T0--xtl 370 4 0 28• 118" 210 325 SEAL Maximum chair rail spacing Is 6'-8'o.e. Thus with chair rail @ T-6"the maximum wall height 5/32" 340 490 without additional chair fall is 9'-2". 3/16" 445 720 SI-iEEf Notes: Single Shear Screws Fy z 36-40 k.s.i.Yield Strength Glass Rooms.The addition of aluminum frame w &Aes with glass panes that are designed to 110 MP.H Double Shear Screws Fy a 50-54 k.s.i,Yield Strength vbnd bad requirements to the above upright sizes increases the strength sit that additional framing is not required. All barrel lengths;Cetus Industrial Quality. Use manufacturers grip range to match Using screen panel w;dih'Vr(See typical glass room drawing).select upright required from the total wail thickness of connection. Use chart. To Select screw U,S.rivet substitution of maximum height allowed for each extrusion. anchor specifications in dfawings. 7 OE Y STI —�c T x 2' x 0.044' I L 11 F Z2 x 2' x2'xQO44' 12' WIDE RISER INDUSTRY STANDARD] ROOF PANEL -- ALLO&LU SKN 2' x 2" PATIO EXTRUSION CONVERSION DETAIL 1 r U) E.P.S. CORE SDE PANEL COPfECTKNTS VARY 0 CL (DO NOT AFFECT PALL SPARS) O O~ ._I Y 2t25' T x 225' x r x 0,040" SELECT PANE- DEPTH FROM TABLES r T S 7 aCi CHANNEL EACH ✓// 4a' Z - ICwTELSTO EATTACH rSTY+G r x r POST COMPOSFTE ROOF PANEL INDUSTRY STANDARD] Q U) r _ WT . 0.76 PLF. Ex*rr+G 2• x r x 0.044- z x 6c 0.84 'ri I.PFCC"�-(T W 3x - 60e3 - O W s 8083 - T8 U 0.050 - r WroOW FRAkC U) I, 4842' x 3" x 0,050' PATIO EXTRUSION CONVERSION DETAIL 2 W ..•O ABS EZ-LOK 3' x 0.024' x 48' ROOF PANEL SCREEN ROOM TO GLASS ROOM q� Y CONVERSION DETAILS c 0.010' A.Ll�7..M COVER PAN OR cotfnNUQW ALUMMU SHEET q ro NOTE. OTHER POSSELE EXTRMON SECTIONS NOT SHOWN m `� Is 48 x 6/8' CORROSION RESISTIVE SEE ENGCE� MANUAL WASHER HEADED SCREWS AT 24' W v r RW N-St"T)ON O.C. ALTERNATE $8 x 6/8' SASS m W/ V2' pL)IIETER WASHER X 0 m W AN 0 I / TYPICAL INSULATED PANEL E 0 ; NOTES: t MTALL PIC+D FOAM ftSUAT)ON INTO ALLM"—.I ROOF PAN. r 2 COVER riSLLATION WITH a_O"W PROTECTOR PANEL WITH OVERLAPPM SEAM& 3. I sLLATION PANEL VTALL BE CLOSED VM AIJ,*&.M ETD CAP TO SECURE PLACEMENT AND TO DISCOLRAGE THE NE3TNG OF WLDIFE AND OR IN3ECT3. 4. PROTECTOR PANE. WILL BE SECLFCED BY R8 x 6/8' CORROSION PESISTTVE WASHER r HEADED SCIREVlS. 5. SCREW PATTEFN WILL BE t2' ON ALL PERI.ETERS AND 24' O.C. FIELD ON EA0i PANEL 8.ALLLMNILM ETD CAA WILL BE ATTACt-ED %TM (3) #602' CORROSKk( RESMWE WASHER 6 HEADED SCREW& 7 OF ct?5.2- Table 10: Allowable Spans for Roof Pan Panel Products for Various Loads Table 12: Allowable Spans for Roof.Pan Panel Products for Various Loads Industry Standard Products 3105 H-14 or H-25 Aluminum Alloy Industry Standard Products 3105 H-28 Aluminum Alloy 1-V."x 12"x 0,026"Panels 3"x 12"x 0.021"Panels Open Buildings Enclosed Buildings Open Buildings Enclosed Buildings Wind Applied Overhang Condition Applied Overhang Condition Wind Applied Overhang Condition Applied Overhang Condition 1 Region Load NONE 1'-0" r-0" 3'-0" 4'-0- Load NONE 1'-0" r-0"R 4.4- Region Load NONE 1'-0' ;'-0" 7'-0' 4'-0" Load NONE 1'-0' 2.4- 3'-0" 4.4- 102 M,P.Ri 17 '-8' •11' B'• ' 9'•9' 114.1' 29 '-10- 6'-2- •1' na 102 M.P.R. 1 1 - 1 -10 1 •J- 16•-10" 17'-0- 9 12.1- 12•J' 12'-' 13•-64 14'8' 110 M.P. 20 '•1' '4• 8••1' 1 ] '-4' '-0' 6.8' na 1 to M.P.K .20 14'8' 14'-' 15'-1' 15'-9• 16'-7- 35 10'-11 11'-2' 11'-0• 12.8• 13'•7- 120 M,P,H, 23 6'•' 6'•10' '-0' 0'-11• 10'-4- 41 4-11- '4- 6'-4- na 120 M.P.H. 23 13'8' 13•-0' 14'-1" 14'-10 151-91 41 17-2' 10'-4" 10.11 11'-9• 12'-11- 125 M.P.H, 26 6'•2' 6'$' 4' 9'-' 10'-1' 4 4'-8- 5'•1' 6'-2' na140 M.P.H, ]2 '•11' 6'•10" 6••2' '-" 6 ;' 4'$' •1 na 125 M.P.Rt 26 12'9' 12'-11 1711" 14'-1" 15'-0' 45 9'-0' 9'-11" 10'8• 11' 17.7" 140 M.P.H. 32 11'8' 11'-0• 121.2- 12'•11"13'-11" 56 8.8• 6'•11- 9•-7- To-'-7- E-10 x x ane s x x .0 Panels Open Buildings Enclosed Buildings 1n Applied Overhang Condition Applied Overhang n iWn Open Buildings Enclosed Buildings Region Load NONE t'-0' r-0" r-0" 4•-0" Load NONE 1•-0" 2'-0- T-0- 4'-Q Wind AppliedOverhang Condition Applied OverhangCondition Region Load NONE 1'-0' 2'-0" 3'-0" 4'-0' Load NONE 1'-0' 2'4" 3'-0" 4.1" n- na a. 115 ��M n. I 5r. TT` na i 1•Y."x 12"x 0.026"Panels Open Buildings Enclosed Buildings 3"x 12"x 0.032"Panels Q Wind Applied Overhang Condition Applied Overhang Condition Open Buildings Enclosed Buildings a Region Load NONE V.0' 2*-0' T-0- 1 4•-0- Load NONE 1'-0- r-0' 3•-0- 4'-0' Wind Applied Overhang Condition Applied Overhang Condition • '' Region Load NONE 1'-0" 2'-0" &It." Load NONE 1'4- 2'-0' 3'-0' 4'-0" .ti -0-TT- na - 7 4 -rlrwp-FF lc- -� °• -to- o'1•�7 4'rT na ]- a• v• -,/.I a •r r Z- a• o• 5- na Q 5- r5 6'Z Z 1-'/."x 12"x 0.032"Panels - -R- 13'- r2` -• rd'$y 0LIQ-2'"I 10 Open Buildings c ose w Ings Note: Total root panel width=room width plus wall width plus overhang. U) WindApplied Overhang Condition Applied Overhang Condition < d Region Load NONE I'-Q- 2'-0" 3'-0- 4'-0" Load N NE 1'-0" 2'-0- 3'-0- 4'-0" 102 M.P.H. 17 9'-5• 9'-7- 10'•T 11'-2" 1T4-1 29 7'-2' 1 7'-' 8'•7- 9'4' 10'-9- 110 M.P.H. 20 81•8' 8••11• 9.8' 1014' 11'8• 35 6'•7• 6'•10' -' 120 M.P.H. 23 8'-1' 8.4• 9'-0• 101•1' 11'-11 41 6'-1- 6'4• '•3' 8'$' na Table 13: Allowable Spans for Industry Standard Composite Roof Panels w 125 M.P.N. 26 T-7' 7•-10- 8'-7- 9--8 10'-10- 45 5"-9- 6'•1- 7-0- 9'-t• na a Aluminum Alloy 7105 H-14 or H•25 1.0 F35 Cote Density Foam 140 M.P.H. 32 6'-to' T•2• 7'-11• 9•-1- 11,- 56 5'2' 71' 6'6' '•11' na U Note: Total too(panel width=room width plus wall width plus overhang x 48 x 1 ane U) Open Buildings c ose w Ings Wind AppliedOverhang onditionpp ie OverhangCondition Region Load NONE 1.1- 1 2.1- 1:1- -0- Load NONE 1'-0" 2'-0" 3'-0" a-0" 102 M,P.H, 17 1T-1' 13' • 13'-11. 14'.7" 1 '$- 29 10'-2' 10'u" 10'•11 11'•10-liT-i1- 110 M.P.H. 20 12'.7• 12'5"112'-11' 13'-' 14'-' 35 9'-3' 9'8- W%t' 11'-1- 12.1" W II---- Table 11: Allowable Spans for Roof Pan Panel Products for Various Loads 120 M.P.H. 27 11 • 11.1 12•-1" 12•-11-IY-11- 41 8'•7- 8'-10- 9'5- 10'8' 11'•9' a- C"Industry Standard Products 3105 H-14 or H-25 Aluminum Alloy 125 M.P.H. 26 10'-9' 10'-11 11'8' 12'1<- 1T5- 45 8'-2' 8454 9'•I• 10'-2" 11.5 n 3"x 12"x 0,021"Panels 140 M.P.H. 32 9'-- 9'-11- 10'8- 11'5• 11-7- 56 9'$" 110'.10" 4-7 ^r Open Buildings Enclosed Buildings -1-779-x F ane 5U Wind Applied Overhang Condition Applied Overhang Condition penut Inger-- Enclose ul ings Region Load NONE 1'-0' r-0" 3'-0" 4'-0" Lwd NONE 1'-0" r-0" 3'-0- 4'-0- Wind AppliedOverhang(;onddion Applied Uverhang Condition r 102 M.P.H. 17 12'.11- 1 '-1- 1 -- 14'. - 15'.3* 29 9'-11• 1o'-1' 10'-' 11'- ' IT-- Region Load Load i" m A m 110 .P.1♦_ 20 11'•11 12'-1- 1 '- - 134.1" 14'4- 3 9'-0' 9'•3- 9'•10' 10'-10- 12'•1' J ~ 1 0 2] 11'•2' 11'-4' 11'-10 12'•8' 13•-9- 41 8'•i- - 7-]' 10'-3' 11'-7- f - - - W 12 -M .H, 26 17$' 10'$" 11'-3' 12'-1' 13'•2' 45 T-11' 8'•3- 6'•11' 9'•11' 11'•7- 5• - v x 140 12.P•H- 32 9'• ' 9'•8- 1 • 11'•2' 1 •-4- 56 T-' 7'• ' 67•2' 9'4' 10'-9' (� ! x x Panels ° LL Open Buildings Enclosed Buildings 3 x4d xQ.Q30 Panel5sA x O I pp ie r ang ition ie r ang ition pen Buildings c ose of Ings Region Load NONE 1'-0" : Applied er ang on ' O 3 ? . Region Load Load -6 : ° 417 2 - - td 0 2 1rz"PJ3 3-11 : : ri x 1•Z`%iM. Panels -1510 - 1 -b 11ti pen Buildings se I Ings Note: Total root panel width=room width plus wall width plus overhang. Ind ie ver ang t Ion ie er ang Condition Region Load Load - mi I r Intf3- rr )- Z a-1-10-ToEFE, r 7 r • Note: Total root panel width-room width plus wall width plus overhang. 7 7 (l pOrF Iq ,' l n C6L oce r�Y \ Front Elevation qga own �i�d . .,M 1'• . , _ -. .. y.; .. A ," .,' - .. . -.. _... - . . .. ' 1 ... ,�,.... _ ...i ' ' { ! ! . n'^' /I. , " /� -. _ _. _. ....DE{CTI±'/ TlQIC� _ _ �y !f/ ljE/� �JSC.P/F'T'lC�/Y- !J. .. 1 �". :C' /FST/QN ::dry f- n/ .. . . . - r , :/ . h149,�?4Q �"/f1l�G,? �.Ilv,e,,.,; ', filly, F�l-71-✓1le /,C� ,9 4 x G .;-�Lr ., ,.d. f'ACff/'?, -Fk'iQ/'�G ..- ,� G�Jr/.NG:_ /?,°< /U►�. .. r. w.. _. , a / 1. 'SCG. IZ-44 fAfi/ '�'�1'T SQG/Q C"C?Tc''� 1... GGF�iPr .Fi' 3:9 3- . 1. 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Z � % �.J.�T, .. ,� PL�f'T:�". l "/J1F1j-ywC ' CE/G f,,,5, /.7/N/✓VG A-Wl 3G ��Cl, 1/Eri/T� 3.2 �✓ C�.G .� Ix -55 I • � ��NEL//YG //Y�C G �'N/5, ro ' ✓r , r !2 X x ri PZ YWOrJ4 s i 7 9,-" L 10X--/ ,---A-'...5 „ l G '/5'0G 7-5 G.G• fB/t'fCr�' �E/1/a? Iyf" -r!Dac� .. ✓S's�` `;t ,a`rr T 2 t- 9 -� �-- •�-ry--,:. ;�. -�;-_.:• ��'� � � •�...�.�. �- � �-x 8:��c ���c-. ,sic, �� c�E.�') �/�o.��. ,�'~��� X 'az le,, w/ co/v '. F/G L Co o ...----t"r-�"_a-^�r-s•'-«Y �_ _ .,..--.. -•.--""`�Y.v'�.--.K---"mow-r_-=,�-r--r�:•^X.w..-,...,. ,. ....,...•��,.,....r�"r -Y -r- r ^-"^-�� e.• - � .- ..� .._ ._..��_ ..wr»....-.,.,SMr.H..-ti.-.�,+•..r.y.. ,�- -..�_....�.._ � .. �. - �. .. ... Y ^" '�^-5-.. ^rr -+.vw.rr.....w-r�ww�.-.wrrv.�..w...'-r.w.. _�.....�._ _-.�__.__�_—.—_ -.-..._-. ..... ...... .. .. i A/0 l_. W!/L=G STU1�' �.��- _:� �:__. - .� ;. ._� - --.!- -�...- 1 _. �-._ _.I._ r_ ;l _� I , �� 4-. i f� /-Z Xwo 0L� Sft�f"Trr�tfN� .r All i, ",5—X 7- /r-4 0Z2 —iYD /NS c. //V- 64 4fY xz"z — a Irv-plJ ee „ �. .� 6 d " •=�.: • • :�-�-. : -� ...SEC, C- � __ � � � � � .�. . MAP SHO WING BO UNDARY S UR VE Y OP LOT s BLOCK -- AS SHOWN ON MAP OF AS RECORDED IN PLAT BOUA _-FAGL5 � OF THE leLCOP05 C!I i IJtAi 'O'Mi77, T t`RIU,4 CER77FIED FOR. 7//o/��/s- / ' ;✓��> '/�,•/ a%�r��J ? ��:��'� i�<� i'.c Y� C' 0o 0 v i \1 WNGL'S'N Q \ '\ � V .• Uo p \ 3 l a. /00. A-, V 8 N NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON_', LINE AS SHOWN THE PROPERTY SHOWN HEREON APPEARS TO LIE WT7H/N FLOOD HAZARD ZONF- X,—._ AS SCALED FROM FLOOD INSURANCE RATE MAP—/_ FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED _.__ � '_ _`-' TRI-STATE LAND SUJI? TYORS; INC. 8411 BAYMFADOWS b11AY" 5,1,111F #2, JACKSONVILLE, FLORIDA 3225Ei t'9O4) ?,t1—i235 1 HEREBY CER71El' THAT THE ABOVE LANDS WERE SURVEYF_D UNDER M1' ■ awr. .rw RESPONSTBILE SUPERVISION AND DIRECTION, THAT THERE ARE ND • mw torr ENCROACHMENTS EXCEPT AS SHOWN AND 771i1 T THE SURVE)' io)$N (nT win cAP i cs n44) HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET- FOR771 F7)' THE FLORIDA BOARD OF LAND SURVEYORS PUT.SUANT 70 SECIR '/ 472.027, FLORIDA STATUTES. W�mzts cvr fl.R f. eIAI DWG HC.SIHIi'llcn IWf ' c 7 CAMT LAAI'Y G. EDDY, P.L--S. Na 4744 R/M MQ47--cr-WAY I.. o V Cow V AHA SCALE:_----- f ao+Tov-Y* AA AIR C &nL G PAD "RF �-- / IS7ERE YOR, 5T OF FLORIDA (R) RAG'AL pSTA"c£ DATE: _1 IXwf]Pe-A F.B.='g _PG. 3,�__ — FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 600C•97 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and multifamily residences. Altematiye methods are provided for additions by use of Form 6008.97 or 600A-97. PROJECT NAME: t Tlrf! BUILDER: lFZ0(L `tl AND ADDRESS: G OFF CE ruomc- ZONE:TE 1 2 []3 OWNER' PERMIT NO. JURISD1CTIQN NI).:I I I SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of.conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and,water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being Installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 60-2 apply only to the components and equipment being renovated or replaced.MANUFACTURED HOMES AND BUILDINGS Only site installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation,Addition,New System or Manufactured Home 1. bbiTbiQ 2. Single family detached or Multifamily attached 12. N 3. if Multifamily-No.of units covered by this submission 3. 4. Conditioned floor area(sq.ft.) 4•' - 5. Predominant gave:overhang (ft.) 5.: -- 6. Blass area and type: Single Pane Doubt Pane a. Clear glass 6a. sq.ft. sq.ft. b. Tint,film or solar screen 6b. sq.ft. sq,ft. 7. Percentage of glass to.floor area 7. % 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a. R= lin.ft. b. Wood, raised(R-value) : 8b. R= sq.ft. c. Wood,common(R-value) 8c. R= sq. ft. d. Concrete,`raised(R-value) 8d. R= ' sq.ft. e, Concrete,common(R-vatue) :. 8e. R= sq.ft. 9. `Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= sq, ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. 2. Wood frame(Insulation R-value) 9b-2 R= sq. ft. e. Marriage Walls of Multiple Units* (Yes/No) 9c 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 1Oa. Ric sq.ft. b. Single assembly(Insulation Fl-value) 10b. R= sq.ft. 11. Cooling system* (Types:central, room unit,package terminal A.C.,gas,existing,none) 11. Type: I�kj `ANG SEER/EER: 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: E-KI 56T /0 a gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE: 13. Air Distribution System*: : e::-.-. a. Backflow damper or single package systems' (Yes/No) 13a. b. Ducts on marriage walls adequately sealed* (Yes/No) 13b. 14. Hot water system: 14. Type: � ( (Types:'elec.,natural gas,other,existing,none) EF: *Pertains to manufactured homes with site installed components. I hereby certify that the tans and spec tions covers by the;aiculation are in Review of plans and specifications covered by this calculation indicates complialx e compliance wit fl F Ener Co . W9 with the Florida Energy Code. Before construction is completed,this building will be PREPARED BV: DATE: O t inspected for compliance In accordance With Section 553.908,F.S. I hereby certi t i Ing is in compliance with the florids Energy odie. BUILDING OFFICIAL: OWNER AiC3E DATE: DATE: ^ _ Revised 1996 PAGE 1 !mate: 07/12/01 MANNING BUILDING SUPPLY LOG # : A0479 TRUSS DIVISION JOB #: JACKSONVILLE )alesman: DAVID PRICE Pitch: /12 Customer: SAMPLE CUSTOMER Job Name: GOODRICH RES . ""' Address : Address : LOT 5 SELVA MARINA UNIT 12 ATLANTIC BEACH Designer: JC ------- Lef Right Qty Span I O.H. I O.H. I Description -------------------------------------------------------------------------------- 1 16 ' 2 ' 2 ' Al 1 16 ' 21 2 ' A2 RAISED 1 21 ' 6 2 ' 2 ' B1 "' 1 21 ' 6 2 ' 2 ' B2 SEALS 6 21 ' 6 2 ' 2 B3 8 1 ' 2 ' 0 ' 1 'CJ 4L 4R 4 9110-1/1 2 ' 9-15 0 ' 7 'HJ D45 8 3 ' 2 ' 0 ' 3 ' CJ 4L 4R 8 5 ' 2 ' 0 ' 5 ' CJ 4L 4R 7 7 ' 2 ' 0 ' 7 'EJ NC -------------------------------------------------------------------------------- 10 - Trusses 0 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 35 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 45 - Total Trusses . .,. JOB: A0479 FLORIBBEAN BLORS MASTER SUITE LOC: LOT 5 SELVA MARINA UNIT 12 PLAN: GOODRICH RES. LAUNDRY DESIGNER: JIM CISSEL Rq 1 . DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT Q 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER N o B2 4. APPROVED BY N 00 1 APPROVAL DATE: DEL. DATE ITT MANNING BLDG . SUPPLIES �`—8 21'6 11155 PHILLIPS PKWAY PH# 268-8225 JAX. FLA. 32256 (A0479-GOODRICH RES. - Al ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED B TRUSS MF TOP CHORD 2x4 SP #2 N 110 MPH WIND, 9.45 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= W4X4 W1.5X4 W1.5X4 5I— � 5 8-1-2 W3X5= W3X5 W3X5(A1) W3X5(A ) L---2-0-0---J L-2-0-O---J I 7-0-0 1 2-0-0 I 7-0-0 J 16-0-0 Over 2 Supports R=1551 U=603 W=3.5" R=1551 U=603 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5a QTY:1 FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��%%IctII�UIl%'I TC LL 30.0 P S F R E F R 1 5 1I NST I TUT E. --73537 PERFORMING THE SEEFEU FUNCTION ON SIO OR UN. ES ST ETH ERW ISE0. OIND ICAWED, TO PICHOR DF ES HALLF HAVEP PROP E R LI PRIOR Tr,ATTACHED `,� �'``1! p� �/'' TC DL 7.0 P S F DATE 07/06/01 STRUCTURAL PANELS, 8OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` . t,L+••• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINELRED. i •CYC• Q�'�•- PRODUCT S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO //1 -' �� '� BC DL 10.0 PSF DRW HCUSR151 01187064 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSThL11NG l.ND /VJI'I•f'� •QL839 BC LL 0.0 PSF HC-ENG DLJ/WPF 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 01 Sl CN hj • ry�1 L - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF • � TOT.L D. 4 7.0 P S F S E Q N - 2773 CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTEp. APPLY CONN[CTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS P(R ���.•� P DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINFERINfi Q�• (lAl�••• ��� D U R -AC. 1.33 FROM JC Alpine Ip anty,FLr3384InC. 1ESPONSNBFILITOOLELY FREBTRUSSOOHTEPSIHOIN. EUITA BITY AND US EPTHI ALEiREDHi6s CiF4 O 0ANY ZDINGISNRES ONBLTY OF THBLDINGDESIGNER, PER i %ANSINP11995SECTIONSPACINGSEE ABOVE (A0479-GOODRICH RES. - A2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED B TRUSa Mr . TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 W1.5X4 W1.5X4 51 —15 8-1-2 W3X8= W2X4(A1) = W2X4(A ) L-- 2-0-0---j L----2-0-0---j I 8-0-0 I 8-0-0 J �E 16-0-0 Over 2 Supports ,J R=912 U=455 W=3.5" R=912 U=455 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5a QTY:1 FL 3 R - Scale =.375" Ft. "*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLTHC ANE BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (IRUSS PLATE 01H111111" TC L L 30.0 P S F R E F R151--73538 INSTITUTE, 583 D'ONOFRIO R. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PR IOP, TD \\ '`C-R P•�;���j� PERFORMING THESE FUNCTIONS. ON OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHE' �\ l`�;C••%,'j�� TC DL 7.0 P S F DATE 0 7106101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -�\ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i ���� BC DL 10.0 P S F D R W HCUSR151 01187065 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND A L P I N E BRACING OF TRUSES, SES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �$ 39 = B C L L C.Q P S F H C-ENG D L J/W P F SPECIE ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECFORS TO ' T 0 T.LD. 47.0 P S F S E A N - 2776 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PEP, ��W. P, ��•`�� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL SNGINE[RING `�i��1�/ ��R.Q D U R.FAC. 1.33 F R 0 M J C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF iHl�, NI "! C9` \�` Alpine Haines City, Pr duct Inc COMPONENT1 F01995 N I PARTNCZLAR 8 UI L D I NG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER '���/j;,REDEN�\��` SPACING 24.0" ..,, (A0479-GOODRICH RES. - B1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS} S BMITTLD Bl TRUSS`mL K! TOP CHORD 2x4 SP #2 N 110 MPH WIND, 9.45 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5,0 PSF. WEBS 2x4 SP #3 #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W1.5X4 ` W5X7= W1.5X4 III W5X7= ;2W1.5X4 5 r- -15 8-1-2 W3X5 W5X7 =_ W3X5 W3X8(Bl) W3X8(131) L<2-o-off If2-0-0�:;1 7-0-0 I 7-6-0 I 7-0-0 I ( = 21-6-0 Over 2 Supports R=2080 U=774 W=3.5" R=2080 U=774 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a OTY:l FL 3 R - Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE --1Awo.� –� T C L L 30.0 PSF R E F 8 15 1- -73539 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRInR TO WAG/fplfl;/ , PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �E A,�`� ��j� T C D L 7.D P S F D A T E 0 7106101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �II _IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 1C.Q PJF DRW H�D$R15I DIIB�D(6 PRODUCTS, INC, SHALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OES IGH; ANY FAILURE TO ..BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND LD1ALP INE BRACING OFTRUSSES. THISOE SIGN CONFORMS WITH APPLICABLE PR04ISIONS OF NDS (NATIONAL DESIEV zfo:22839 C BC LL O.D PSF HC ENG DLJ/WPF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO t TOT.L D. 4 7.0 P S F S E A N - 2779 EACH FACE OF TRUSS, AND UNLESS OTHER W[SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • �� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � • L pglp?'•• ��� D U R.FAC. I.3 3 FROM J C ftFSPO NS IBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU1 TAB IF IT AND USE OF THIS. .A1IpID E'Ilnl City,FL 33844 COM ANSI/TPI ON P NT 1 F 0995 NSE SECTION NC UL Aft BUILDING IS THE ftESPONSIBII.I TY OF THE BUILDING DESIGNER, PER z��ij` FREp ENG ``` SPACING SEE ABOVE (A0479 GOODRICH RES. B2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SBMITTED B1 TRUSS Mr K TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= W4X4 W1.5X4 L.] W1.5X4 5 r —I 5 +8-1-2 W2X5(Al) W5X5= W3X5 W2X5 (Al) I,2-0-o>I 1,2-0-0 J [, 9-0-0 _I_ 3-6-0 ,I_ 9-0-0 �► �E 21-6-0 Over 2 Supports R=1171 U=568 W=3.5" R=1171 U=568 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI `STD 19.5a QTY:1 FL 3 R - Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,%lntIt#J"1111 " T C L L 30.0 PSF R E F R 1 5 1--7 3 5 4 0 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, HADI SON, WI 53719), FOR SAFETY PRACTICE.+ PRIOR TO ti \\\`'��'R A��/// PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED • • /// T C D L 7.D P S F DATE 07/06/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a jl�fKi �'•� �� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED -�` V� qr�2 ~ BC DL 10.0 PSF DRW HCUSR151 01187067 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL URE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ( (�• 9 2 $3f1 = B C L L Q.D P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL SIGN ��� ((( . 7 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PINT .. ,STAT' OF CONNECTORS ARE MADE OF 20GA ASTM A653 Gft40 CALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR.; TO T 0 T.L D. 4 7.0 P S F S E Q N - 2782 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .�^ `(N••�� P`•�4 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIN:; �j,Q� �� Z� �•[� D U R.FAC. 1.3 3 F ROM J C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �/ App `' AlpinflaiinesC3tyjl, 33844'IRC. ANS PONEN T1F099ANSECTRONCZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER '////N;A D��G\\�\\` SPACING 24.0" (A0479-GOODRICH RES. - B3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 W1.5X4 W1.5X4 of 5 � 5 +8-1-2 W2X5(Al) = W5X7 = W5X7 = W2X5(Al 1,2-0-OSI 1,2-0-Oy I 10-9-0 I_ 10-9-0LE _I 21-6-0 Over 2 Supports J R=1171 U=563 W=3.5" R=1171 U=563 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI 'STD _^ 19.5a QTY:6 FL 3 R - Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATT ``�Nt��t��U//���/ T C L L 3 0.0 P S F R E F R 1 5 1--73541 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO ���P �.//// PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CPU SHALL HAVE PROPERLY ATTACHED �� • • / // TC D L 7.0 P S F DATE 07/06/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,•�I��C•. �2�� **IMPORTANT-** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN61NEtRED Zc' . �� B C D L 1 0.0 P S F D R W HCUSR151 D1187D68 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINf A?!D " L ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL GN 0'839 BC LL 0.0 P S F HC-ENG D L J/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PIN �I STATE OF • T 0 T.L D. 4 7.0 P S F S E Q N - 2785 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS. TO ; EACH FACE OF TRUSS, AND UNLESS OTHERNI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER7 �i�.••�� P•.tt `� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE[RINI. �ONIQ•• O U R.FAC. 1.3 3 F R 0 M JC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF tHll ��/0, �� Alpine Engineered Products Inc ACOMNSI0NENTIFOOR ANSECTRTTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ! ////` REDVV"N%�`� SPACING 24.0" (A0479-GOODRICH RES. - 1'CJ 4L 4R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED B1 TRUSS Mr . TOP CHORD 2x4 SP #2 N NEGATIVE REACTION(S) OF -239# MAX. (SEE BELOW) FROM A NON-WIND BOT CHORD 2x4 SP #2 N LOAD CASE REQUIRES UPLIFT CONNECTION. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. 5 F— 0-9-1 —�— R=335/-240 U=180 8-6-6 8-1-2 � R=50 U=180 W2X4(A1) �--2 0 0 —I—I D-12� 1-0-0 Over 3 Supports R=525 U==442 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD)_ 19 .Fa 4TY:8 FL - 3 R - Scale =.5" Ft. **RACEWARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND �~144 BNSTING. . E583 DOONDER91 10 ORHANDUITE 200TAMADNSONNDWBRAC5371,),PUBLISHE0OR E8Y PRACTICESY IF USS PRIOftATO `�` �tE R P.i aj, TC LL 30.0 P S F R E F R151--73542 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��� P•�•.t��1cq��j''i! TC DL 7.0 PSF DATE 07/06/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 2 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i ' �( B C D L 10.0 P S F D R W HCUSR151 01187069 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION fROM THIS DESIGN; ANY FAILURE TO / ,�y791 ��}}((ff L BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AHfi .L 939 B C L L 0.0 P S F H C-ENG D L J/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS NATIONAL DESIGN ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPS.I ALPINE $ STATE OF • C CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �r. i T 0 T.L D. 4 7.0 P S F S E Q N - 2788 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS NAL PER 'jj° �+•W�4 4`�'•�,(V'-/4, �� DRAWING 0 A Z. THE SEAL N THIS DRAWING INDICATES IE 0 NO ES AlpinangsneemdPro3d3u�ct4s,Inc. COMPONEN81FORYANOLPARTICELY OULAREBSI OURLDINGUSS OMSOTHETREEPONSIdISIGN OWTYEOFAiHE BUILON. THE BNGIDE3IGNERND SEPFREOF THNS �j���tREDElt ,� SPACING 2430„ FROM JC City, RESPONSIANSI/TPI 1-1995 SECTION 2. DWG THIS ; ! (A0479-GOODRICH RES. - 7'HJ D45 ) PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BI TRUSa nr . TOP CHORD 2x4 SP #2 N 110 MPH WIND, 9.45 FT MEAN NGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W 2 X 5 III 11-0-5 R=360 U=340 3.54 r- W3X5 3-2-13 DO 8 0-0-1 R=360 U=340 + W1.5X4 III W5X7 (R) III W2X4(Al) �2-9-15 SIE 9-10-13 J fE 9-10-1 Over 3 Supports J R=643 U=611 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5a OTY:4 FL 3 R - Scale =.375" Ft. **RACING WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BI NST ITUTE.R E583 DFER OONOBRIO DRHANDUIIIE 200TAMAD INSTALLING WBRAC 53719),IIGIPUBLISHEDDOR SAF ETV PR ACTICE(TRUSS ATO `\\\\`.�'P RtP����j'� TC LL 30.0 PSF REF R151--73543 PERFORMING THESE FUNCTIONS. ONLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED \� • • + �i� T C D L 7.0 P S F DATE 07/06/01 **IMPORTANTSIR T RAL *ANELFURNOI FURNISH COP YD OFHTH ISALLHD ES IGNAVE A PTOPTHEVINST INSTALLATION ONTR AC TOR. ALPINE ENGINEERED Vj l�icgr�y PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEV[ATION FROM THIS DESIGN; ANV FAILURE TO BC DL 10.0 P S F D R W HCUSR151 01187073 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ",ND • 7��. ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I J'` �9 = B C L L 0.0 P S F H C-ENG D L J/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; STATE OF TOT.L D. 47.0 P S F S EON - 60016 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS Tn r EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i`.•�•:.•/L'/. p, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING rig/ •n OR%RESPONSIBILIT �••• ��� D U R.FAC. 1.33 FROM J C Alpine nes City,F Products,844 InC CUM ANS[0NPNTIFOR995NOECTIOICULAREBOf DINGDISONHETREESPONSIBILIITY OF IHE BUILDBINGI0 IGNER, PER THIS y�/���C'F D���` �` SPACING S E E ABOVE (A0479-GOODRICH RES. - 3-CJ 4L 4R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED B TRUSS Mt . TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 5 1 9-4-6 R=34 U=180 1-7-1 8-1-2 R=16 U=180 W2X4(A1) �-- 2-0-0---3-0-12—� 3-0-0 Over 3 Supports R=395 U=268 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI 'STD 19.5a QTY:8 FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANDBRACING- ~_ TC L L 30.0 P S F R E F R151--73544 IINST IT UTE 583 DFER OON OFRIO DR.AN DUI TE NG 200T AMAD ISONLLING NDWBRAC 53G19), FOR PUBLISHED SAEBTY PRAY TP ICTICE S(TRU P Ri OR ATO ���,, tE RIFF ' PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��t�� 1 F• • / ��i T C D L 7.0 P S F DATE 07/06/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Sc•_� t�r� ✓A- **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED VI C �'•7� ,� B C D L 1 0•0 P S F D R W HCUSR151 D118�D70 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA I.URE TO / ,_01 pto BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND /', • (J 220OS ^ BC LL 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN _ QJ/�• SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : STATE OI' • T 0 T.L D 4 7.0 P S F S E A N - 2791 CONNECTORS ARE MAGE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •Q' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER`NG ! `t '�Z QRI%3... ��� D U R.FAC. 1.3 3 FROM J C Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TN 1'; l { �,D•• r � HainesCity,FL 33844 CCOMPONEENTIFORR ANY NSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER /j�/Z:EDENV����� SPACING 24.0" I (A0479-GOODRICH RES. - 5'CJ 4L 4R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 10-2-6 5 F-- R=132 U=180 2-5-1 8-1-2 R=43 U=180 W2X4(Al) L--2-0-0 JE 5-0-12 _I �-5-0-0 Over 3 Supports R=455 U=274 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a OTY:8 FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R 1 5 1--7 3 5 4 5 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS PLATE "t%11111114" PERFORMING THNST TUTE. ESEDF UNSTI ON S. UNLE SSTOTHEDRWISED[NDNC ATED, TO PICHOR DF SHALLFHAYEPPR OPER L Y ATTRACTI PR AC HE0 ��„'�—Fl P F��''� TC DL 7.0 PSF DATE 07/06/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Q `IHI(�+�••'I' i� .xIMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER ED qA•.L + B C D L 10.0 P S F D R W HCUSR151 01187071 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • 9 'O1 to BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND f,��� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR DY ISI DNS OF NDS (NATIONAL DESIGN _ .A`M.22839 BC LL 0.0 P S F HC-ENG D L J/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE • STATE OF CONNECTORS ARE MADE OF 2DGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 47.0 P S F S E O N - 2793 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'i �•�•F Q` DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.3 3 FROM J C e• �� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��i Cy �[�`..e.R,O Alpine Engineered Products,IIIC. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ''�f LAO .0 ���\ ��` Haines City,FL 33844 ANSI TPI 1-1995 SECTI0 2. "4#1 ,10� SPACING 24.0" (A0479-GOODRICH RES. - 7'EJ NC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) S BMIITED B TRUSS MF K. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 11-0-6 R=211 U=180 5f 3-3-1 8-1-2 R-72 U-180 W2X4(A1) -2-0-0 �!E 7-0-12 �! �— —7-0-0 Over 3 Supports—� R=535 U=299 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:7 FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE .� TC LL 30.0 PSF R E F R151- -73546 INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MAOI SON, NI 53719), FOR SAFETY PRACTICES PRIOR ?0 \\�\\t��UE41 /',' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOPLAC CHORD SHALL HAVE PROPS RLI ATTACHED ,�//" T C D L 7.0 P S F DATE 07/06/01 IN G **IMPORTANT*ST UCTURAL RELFUR FURNISHM CHCOPYCOP YOR DOFNTH7SNDESIGNAVE APiOP THEYIN STALL AAT OT IONGCON TR AC70R. ALPINE ENGINE FR ED IF�C,q�AA i,!. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO , •• 9 ,Q; Tom• BC DL 10.0 PSF DRW HCUSR151 01187072 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLTND AND I B C L L D.O P S F HC-ENG D L J/W P F ALPINE BRACING OF FRO SS THI5 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL UFSIGN ffa/122839 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPI-NE � " STATE OF T 0 T.LD. 47.0 P S F S E Q N - 2797 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNEC TOR'. TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .�.^�y�•• RESPONSIBILNTRJhG Y SOLELY7FOR HE STNS TR COMFAt ON PONENT DE S DRAW G DS IGH TSHOWNES CEPTATHE NCE SUITABILITY USE NAt IOFETNIS I'Tr1 •�+�t�R�O�• �` D U R.FAC. 1.33 FR0M JC DRAWINGS AIP1nHalnesC1Ty Engineered Products,Inc. COMPONENTIFOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER '��/,,;C DENG\\�\\,`` SPACING 24.0" 16 uj Q- w w w I o o 0 0 I ---- - --- il� ---- _.. I i�all ilu LL _ (j I � f/L j c, y O 0 _ _ ---- I 't ;1� I f z m 14 f14 r — I 1 i Q ( i �_ �' 3N w o t : Q� c _ ZCCL to o � 0 Q : - • CL w UPI — - -- --- --- -- — t _� _ __i1 + 6- Z a w w /117 , G ao .3 I 1 IIS' ISI �► i C ao � U ino qN u i r Or z F . �fr�1 IL co I ,}� Vl� -r I G '^ 44 -_ _ • i ...*T5, � r ' _ _ I G _ ' I�d it V I - pL/ TA/ I FF ; Y , a cc II "ISI v 11 — IIU IL. _ ice. _ � i � I Q I 6 a Qj U N co I � � W db ICA 0 Us az o I � . , cc 03 171 - IIS I � r r 1 IN, \ tll i L U1! T 95 - 11CHITEC U,ll^{I. LVlV1M PLAN DRAWN BY: REVISION DATE HomesntQX , DATE REVISION DATE NORTH FLORIDA DIVISION S.F.LIVING AREA CKED BY: REVISION DATE S.F.GARAGE S.F.COVERED PATIO COPYRIGHT o 19_— S.F.COVERED ENTRY SHEET OF REVISION DATE r • 10 RL- - I d F 7 f i i 1 i I • I,u�dP I/II F. -asarrrr- � n APPROVED SELVA LIN1'310E hl?CHITECTU ;,L f;=`v`IE�J C_0;vLti11TTEE N NO. C DRAWN BY: REVISION DATE ntexHomes DATE: REVISION. DATE NORTH FLORIDA DIVISION S.F.LIVING AREA CKED BY: REVISION DATE SIN eta a S.F.GARAGE 5w&- S.F.COVERED PATIO SHEET OF REVISION DATE COPYRIGHT o fig_ S.F.COVERED ENTRY DEPARTMENT OF BUILDING >, CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. I, J5 031 .71}fiKT PERMIT TO BUILD I A /10/0 r, THIS PERMIT MUST BE POSTED ON JOB 7 44� *MC AC 3 0414 1 A V/I O/:_ ' Date 2/7 1986 101. 1 Valuation$ 58,848.00 Fee$ 231.75 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. t This is to certify that George Stansell i 561 Begonia Street; Atlantic Beach, FL 32233 has permission to build Single Family y Home (Septic Tank Permit Required) Classification Residential Zone RS2 Owned by George Stansell Lot 2 & 3 Block 205 S/D Sect. H I House No. 1203 %b oni kaSSt According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS = AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 10 O Building material, rubbish and debris Z from this work must not be placed in public space, and must be cleared up and hauled away by either con- t=ic . or owner. B 'I ing Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J 5 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 r Application Number . . . . . 10-00000285 Date 3/18/10 Property Address . . . . . . 1830 LIVE OAK LN Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc elevate driveway ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JOHNSON, DAVID R. OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/17/10 Valuation . . . . 0 Expiration Date . . 9/13/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach � APPLICATION NUMBER D Building epartment n�. 4 ; , (To be assigned by the BuildingDpartment.) 800 Seminole Road to Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 - Fax(904)2t7 X845 �D.R) r EDate routed: -mail: building-dept@coab us == _--- _- O : _ City web-site: http:i/www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (�. � 1_/I� _ l A Il L,h"n Department reVeew re cared Yes No � Building Applicant: /J/ /V Planning&Zoning T inistrator Project: Public WorKs is tilities Public Safety Fire Services Y Other Agency Review or Permit Required Review or Receipt. Date of Permit Verified B Florida Dept of Environmental Protection Florida Dept of Transportation St Johns Rarer Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: Approved. ❑Dented. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by= Date:3 f 6. TREE ADMIN. Second Review: Approved as revised. ODenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by. Date: FIRE SERVICES Third Review: QApproved as revised. ODenied. Comments: Reviewed by: Date- Revised MUM