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Ocean Boulevard 982 yyA T • h �. j E /c_r I N(�~ / _F _r) ` - I ', 1 =;:° TRl l( ,UF�E I2' \VIDE by Iz DEEP MONOLITdlc FoOTH1 (TYRCAL) I � I '� I � I a 270 i I f_ �v �'•�yi IJ '{A \ \ \ j. f3'•LL II II ' II JQT UR s YD, I I Ro A5 EN5 TO Ex15 fl LAVE F f A-GOA(24-Ppo-cc IoM I � �o I --- = 0� . — — ooF— �oR` / 2x-XoD44'flOLLo\V PO-')T5 AND EDS E5EAM ---• sem-ter- ---------- 54-314' ___ •-- _ s 4-3/4' 54-3/4, s 4-3/4- 5 4-3/4- 54-3/4, 270- ALUMINUM To-ALUMINUM FIZaME 8 GLA-'),:� \VINno\V PATIO ENCLo-')uRE i PLAN VIEW n COPYF24dT NOTICL COPYP-lc;dT 1999 - ALL W4LIT5 RLSERVED DY SPLCIALTY STRUCTURE DL_51C,N AND/OR DAVID \V. MLLLZ DRA\VING TITLE, —.—� —__-- PROPERTY O\VNLR; DE514N/ DRQ\VINGS 15Y DAVID \V. MILLLR OF SPECIALTY 5Trzuc-FurzE DE510 51TE ADDR�55 FOR CLIENT / CONTRACTOR, ---. ---__-'- - - PATS- ----- - - 5L1LET # OF '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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RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Two Energy Design Systems Job: 9/21/04 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign®comcast.net Proiect Information For: Design Build Group 1908 Creekside Court,Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27874 Btuh Structure 28447 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 27874 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 27594 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 5191 Btuh Area (ft') 1548 1548 Total latent equip. load 6111 Btuh Volume (ft') 15480 15480 Air changes/hour 0.80 0.46 Total equipment load 33704 Btuh Equiv.AVF (cfm) 207 118 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1ghtsoft Right-Suite Residential TM 5.0.66 RSR29784 2004-Sep-21 18:26:16 ACCA C:1Documents and SettingslcustomehMy DocumentslWrightsottlDesign Build Group 1908 Creekside Ct All Page 2 RIGHT-J BUILDING ANALYSIS REPORT Zone Three Energy Design Systems Job: 9/21/04 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904287-1258 Email:energydesign(Scomcast.net Project • • For: Design Build Group 1908 Creekside Court, Atlantic Beach, FI Design • • Htg Clg Infiltration Outside db(°F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/Ib) - 65 Heating Walls Ducts Component Btuh/ft' Btuh % of load Infiltration Walls 3.0 2239 13.5 Windows 23.9 390023.5 vundows_ Doors 15.2 288 1.7 Ceilings 1.3 1977 11.9 Floors 26.7 4170 25.1 Other Floors Infiltration 17.7 3218 19.4 Ceilings Ducts 790 4.8 Total 16582 100.0 Cooling Component Btuh/ft' Btuh %of load Walla Internal Gains Walls 2.5 1873 12.1 Duds Windows 38.1 6204 40.0 Doors 12.7 241 1.6 _,nflltraUon Ceilings 1.9 2876 18.5 Floors 0.0 0 0.0 Infiltration 6.1 1115 7.2 Windows Ducts 1411 9.1 Ceilings Internal gains 1800 11.6 Other Total 15519 100.0 Cooling at 85 % SHR= 1.5 ton Cooling air flow= 561 cfm/ton Cooling at 70% SHR= 1.8 ton Cooling at 400 cfm/ton =2.1 ton Overall U-Value= 0.145 Btuh/ftZ-°F Data entries checked. wrigh'ttsoft Right-Suite ResidentialT 5.0.66 RSR29784 2004-Sep-21 18:26:16 ZC K CADocuments and SettingslcustomerNy DocumentsMrightsottlDesign Build Group 1908 Creekside Ct Atl Page 3 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Three Energy Design Systems Job: 9/21/04 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • • For: Design Build Group 1908 Creekside Court, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 16582 Btuh Structure 15519 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 16582 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 15054 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2223 Btuh Area (ftp) 1064 1064 Total latent equip. load 2683 Btuh Volume(ft') 9576 9576 Air changes/hour 0.55 0.32 Total equipment load 17737 Btuh Equiv.AVF (cfm) 89 51 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrvghtsoft Right-Suite Residential TM 5.0.66 RSR29784 2004-Sep-21 18:26:16 AM C:\Documents and Settings\customer\My Documents\Wrightsott\Design Build Group 1908 Creekside Ct Atl Page 3 BP250002 CITY OF ATLANTIC BEACH 10/04/04 Application Tracking Individual Step Review 09: 51: 39 Application number . . . . : 04 00029060 Application type . . . . . : SINGLE FAMILY RESIDENCE Revision number . . . . . . . Agency/path/step/seq . . . : PUBLIC WORKS A 01 00 Date submitted, resulted . . 92704 Approval code . . . . . . . . Reviewed by . . . . . . . . . Revised est cpl date . . . . 92804 Copies of plans . . . . . . . Seq Comments Prt Date 1. 00 Plan shows the front half of property drains to street. 100404 Back half must also drain to street or existing drainage resource per Section 24-66 (a) . 2 . 00 Delta volume calculations and on site retention required. 100404 (See attached info. sheet) per Section 24-66 (b) . 3. 00 Bottom F3=Exit F12=Cancel g.> DERARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE �^ ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 J FAX: (904)247-5843 '} SUNCOM:852-5834 ^ +=" http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 04 - 29060 Applicant: THt DSSI GN & RUILD CG>�ouP INc. Address: project:. SIN GI-t � N"h 3 RAS ID N G1� XYour application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Utilities.Department and the following items need attention: Please submit these requirements Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revi ed by Donna Kal ak ublic 'lities Director Date Signature Contractor Notified Date lD Dy Runoff Volume Calculations (Ref City of Atlantic Beach Zoning,Subdivision and Land Development Regulations, Section 24-66(b): Volume calculations for lots that require on-site storage should be based on the difference in run- off volume generated by the new impervious area("delta volume")and would be calculated by: V=CAR/12,where V=volume of storage in cubic feet, A=area of the lot in square feet, R=25 year and 24 hour rainfall depth(9.3 inches)over the lot area,and C=run-off coefficient,which is 0.6 for the 50%maximum impervious coverage,0.4 for 25% impervious coverage,and 0.2 for 0%impervious coverage. This delta volume(post V minus pre V in cubic feet)must be stored at least 1 foot above the wet season water table and below the overflow point to off-site(in many cases this may be the adjacent road elevation). As an option,and as approved by the Director of Public Works,the owner of the parcel to be developed or redeveloped may implement,at the applicant's cost,off-site storage and necessary conveyance to control existing flood stages off-site. Sample Calculation: Assume vacant lot size of 100' x 50' = 5000 ft' Predevelopment: Runoff Volume=0.2(no impervious surface) * 5000 ft'*9.3 in./12in./ft V=775 ft3 Post development: Runoff Volume=0.6(50%impervious surface) * 5000 ftz*9.3 in./12in./ft V=2325 ft3 Delta Volume=2325 ft'-775 ft3-1550 ft3(This is the volume of storage that must be provided for this lot,either on the building site,or with Public Works approval,offsite). Required Documentation: Include a block or section on the Paving and Drainage Plan showing the requirement and amount of storage provided.(See example below) Stormwater Storage Requirements-- Area e uirementsArea Percent Impervious Runoff Volume Predevelo ment Ft Ft Post Develo ment Ft Ft Stora a Volume Required: Ft storage Volume Provided: Ft CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028852 Date 8/10/04 Property Address . . . . . . 1908 CREEKSIDE CIR Tenant nbr, name . . . . . . DEMO HOUSE Application description . . . DEMOLITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ---------- -------------- GATEWAY HOLDINGS THE DESIGN & BUILD GROUP, INC. 1908 CREEKSIDE CIRCLE 394 9TH ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-2228 ---------------------------------------------------------------------------- Permit . . . . . . DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 City of Atlantic Beach e** DATL'MER RECEIPT *** D tte: 8/18/84 81 RITH eceiptCno;77437 Description Quantity Amount BP 2W UIILDING PERMITS 1.88 f 188.8@ Tender detail CA CASH $188.88 Total tendered f1ee.M Total payment $180.00 Trans date: 8/18/84 Time: 16:36:38 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION Date: 1 Job Address: Owner of Property: JT EU�Fil Y �lG�Lfft1�� - SF--1-(JA LLC.. Address: Telephone: 0016 - Legal Description: Block Number: Lot Number: Zoning District: Contractor: Ins /%h k1 C"'e0 l 1) State License Number:C6e-' 1,570 5 7 2-5 Contractor's Address: j )& A ZA 73,EA c- /,J Telephone: Z ZI l- ZZ Fax: c' De� osec�use e(;0panNU o be done: 2�,"Mp/-/T)O.0 U 2A t S a-i cy A OUSc� Present use of land or building(s): /V01 / 1� _ Is approval of Homeowner's Association or other private entity required? A10 If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ONO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated I hereby certify that all informatio provided with ap n is c't. Signature of Owner: Date: I hereby certify that I h ve read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 i ATLANTIC BEACH BUILDING DEPT. . � DEMOLITION - PROPERTY OWNER RELEASE FORM r1C)f/ Date: To Whom It May Concern: I /We the current property owners of: Lot Block Legal Description of Property AKA 0 9 C—kE3F 1J)F have contracted with to have (Address of Property) - {V&141) Gjea4g..to remove the 2ZALqh- tg--, I (Company Name) (Single Pfamily,Duplex,Comm rcial,etc.) Prior to the construction of : /U��.,/ S�,�y�/ t�,�y' , As a condition of issuing the permit we agree to the following: 1. All utilities are to be located and clearly marked. 2. Once house is removed, lot is to be graded and leveled. 3. All construction debris is to be removed from the property. 4. Affected area is to have grass or seed in place. 5. Erosion control devices will be put in place and will remain in place until grass has covered affected area or new structure is completed and landscaping is in pi c n 7x Si tune Signature THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: Before me this day of in the County of Duval,State Of Florida,has personally appeared Notary Public at Large,State of Florida,County of Duval. My commission expires: Personally Known: or Produced Identification: CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD �J ATLANTIC BEACH, FLORIDA 32233 r ' INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025210 Date 11/19/02 Property Address . . . . . . 1908 CREEKSIDE CIR Tenant nbr, name . . . . . . INSTALL 1 FIXTURE Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---- -------------------- ------------------------ HIGGINS, LAWRENCE STEEG PLUMBING CO. , INC. 1908 CREEKSIDE CIRCLE 1601 MAIN ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5191 ------------------------ ---------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 City of Atlantic Beach •►► CUSTOMER RECEIPT •s• Oper: Type: I Drayer: 1 Date: /19/82 81 Receipt no: 13094 Deecri ion 25212 Sty Amount BP BUILDING PERMITS 1 4935.90 2982 25211 BP BUILDING PERMITS 1 $105.80 2802 25218 BP BUILDING PERMITS 1 $42.08 Tender detail CK CM= 5829 $1882.06 Total tendered $1982.88 Total payment $1682.90 Trans date: 11/19/92 Time: 14:23:35 M THIS WORK MUST NOT BE PLACED 1N PUBLIC SPACE,AND MUST BE CLEARED K OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN -E FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 130..x. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLU24BING PERMIT JOB LOCATION:, OWNER OF PROPERTY: � ; `� ; s TELEPHONE NO. PLUMBING CONTRACTOR � _� ��az CONTRACTOR' S 'ADDRESS: /_P/ JVe_/�, j STATE. LICENSE NUMBER:— 0f�,Z) 'j•7I le- TELEPHONE: � BOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS I LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST .FIXTURES BEING REPIPED) . OTHER TOTAL FIXTURES: x $3. 50 + $15.00 MINIMUM PERMIT FEE -. $25.00 SIGNATURE OF.OWNER: �y SIGNATURE OF CONTRACTOR: --------------------------- -------------------------------------- INSTALLATION ------------------T-----------------INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH l DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, F132233-Tel. (904) 247-5826 ROOFING PERMIT _ PERMIT INFORMATION -- LOCATION INFORMATION _ I Permit Number: 23318 Address: 1908 CREEKSIDE CIRCLE Permit Type: RE-ROOF ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 2,700.00 OWNER INFORMATION Date Issued: 1/15/2002 Name: HIGGINS, LARRY Total Fees: 37.50 Address: 1908 CREEKSIDE CIRCLE Amount Paid: 37.50 ATLANTIC BEACH, FL 32233 1 Date Paid: 1/15/2002 Phone: (000)000-0000 Work Desc: REROOF }' i CONTRACTOR(S)- . LIGATION FEES _ AIA ROOFING, INC. 37.50 P� 7 .' /ek i - t - to ^4 "g"� ^• z g 1 NOTICE IN E fi I � � , ' I f 6 SPECTION BUILDING MATERIAL, f-IANF 1~ifa FR, JAI "PtUST NO 1 f`Et: UBL}C SPACE, AND MUST BE CLEARED UP A Il*lLEl3 � 7CT }� "FAILURE TO COMPLY � , , ULT IN THE � PROPERTY OWNER PAYING I� ISSUED ACCORDING TO APPROVED PLANS PERMIT ANP,SUBJECT70 REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I t S I l — zZ ..t_ s ! �._•4! 137.58 19i CITY OF ATLANTIC BEACH ktf: 1/15/82 81 Receipts 8826776 Lab.Number 2127 ��. September 9,1998 Report Number 55 File Number 98-102 Page 3 of 3 L-3104 continued: Remarks:This test report does riot constitute certification of this product,but only that the above test results were obtained using the above referenced test methods,the performance requirements(paragraphs as listed)of the above referenced specifications.As per manufacturer,unit complies with section 3,material and component requirements. Detailed assembly drawings showing wall thickness of all members,coiner construction and hardware application are on file and have been compared to the sample submitted.A test sample will be,retained at the test laboratory.A copy of this report has been forwarded to the.Validator. Note:Test specimens were cova6d'With a 1;5 mil plastic sheeting to seal•from a leakage when load tests were performed, however this had no,effect on&e above.tests results: Witnessed by: FENESTRATION G LABORATORY,INC. Mr.Jay Wyrick Mr.Gilbert Diamond,P.E. Mr.Dan Duet Manny Sanchez Laboratory Technicians: President Roque Zavala �ICinco,Ltd.°f'3D10 2-ALI q 1 BUCK 1/4'MAX.SHIM SPACE WIDTH SHIM AS REO'D. V/LOAD BEARING SHIM CONCRETE OR MASONRY INSTALLATION ANCHOR WINDOW FRAME OPENING BY OTHERS _3/16' DIA.CONCRETE' JAMB ONE BY v000. . SCREW ANCHOR BUCK BY OTHERS • CAULK BETWEEN CAULK BETWEEN FLANGE WOOD BUCK t ANCHOR LOCATION CHART & WOOD BUCK MAS'Y OPENING BUCKCAULKtBMAS YEN WOOD OPENING BY OTHERS CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB BY OTHERS INSTALLATION /16' SIZE SIZE UP TO 45PSF 46PSF TO 70PSF UP TO 45PSF 46Per TO 70Psr 4 ANCHOR 3/16' DIA CONCRETE t2 t8 x 25 SCREW-ANCHOR AC A.0 F,G F.G ONE BY WOOD EXTERIOR 13 IB z 37 3/6 AC A.0 F.G F,C BUCK Br OTHERS a 18 x 49 5/8 A,C A.0 F.G F.G PERIMETER CAULK IS 18 X 52 A.0 A.0 F,G F,G.HJ BY OTHERS CAULK BETWEEN 16 to X 71 A.0 A.0 F.G F,GH.I,N.O MIN. SHIM AS REO'D. FLANGE & 17 16 x 83 A,C A.0 F.G f,G.H.I.N.O EMBEDMENT V/ LOAD BEARING SHIM WOOD BUCK 8 18%95 AG At M1 CNI EXTERIOR 111 FINISH 1 1/4• :1133 25 3/8 z 37 3/6 AC A.0 FG F,G BY OTHERS MIN 1n34 25 1/e%49 3/8 A,C AC F,G F,GNJ EMBEDMENT 1 43 25 3/6%62 A.0 A.0 F.G F,GHJ /HJ6 25 3/5%71 A,C A,C F,GJU f,C.N,LN,O EXTERIOR f--- WINDOW 1M37 25 3/6 X 83 AC AC F.G KI F.G,H.U%O FINISH WIDTH IH38 25 3/8 95 A iGH F BY OTHERS 23 35 7/6%37 1/6 A. AC F,G F,C.MJ SECTION 2 24 35?/a X 49 5/6 A.0 Ac F.G F,G,H,/ PERIMETER CAULK 1/4' MAX. 25 35 7/4 X 62 A.0 AS F,GHJ F,GNJ BY OTHERS SHIM SPACE 36 35 7/6 X 71 AC A.0 F.G,H,I D.E,F,G,HJN,O 27 35 1/a%63 A,C AC F.G,M.I DE,F,GM,LJ,KN,O 28 C F,G.H.1 D,E,F,G.HJ,J,KN.O WINDOW WIDTH %25 FLANGE FRAME 31 52%37 5/6 A. /i,t F,6,H.1 F,B,xJ HEADER 34 52 X 49 3/6 A,C AC i,G,H,I F.C.HJ 15 52 X 62 AC A.0 FAKI D,LF,G,H,1 36 52 X 71 AC AC F,G,M,1 D,LF,GH,IN,O EXTERIOR 38 52%95 52 AC AC D.EF.GNJ D•E,F,G.x,I,J,K,N,O FA CAC AC D.EF.GNJ .EF.O.H,LIN,LNN WINDOW BUCK D E HEIGHT HEIGHT WINDOW N NOTES FRAME . FRAME SILL �j 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR W/LOAD BEARING SHIM. MAX. J t-K L L/IS- P ESM STACK TO BE 1/4 USE SHIMS WHERE SPACE GREATER THAN WINDOW 2)WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. HEIGHT F' G 3)3/16'D0.CONCRETE SCREW ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4"INTO MASONRY OR CONCRETE.(TYP. LTH. 2-3/47 PERIMETER CAULK L / M 4)CAULK BEHIND WINDOW FLANGE WITH DUO-SR ADHESIVE CAULK BY OTHERS / OR APPROVED EOUAL.APPLICATION OF DUO-SIL ADHEASIVE CAULK SEALANT MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5)USE LATEX CAULK OR EOUIVALENT FOR PERIMETER SEAL AROUND EXTERIOR OF PRECAST SILL H I WINDOW FLANGE BY OTHERS. BY OTHERS 6) IF EXACT WINDOW SIZE IS NOT LISTED R4 ANCHOR CHART,USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7)GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OUALIFIED. 4. 8)LETTER DESIGNATIONS ON THE ANCHOR LOCATION CHART INDICATE WHERE CONCRETE 4 SCREW ANCHORS ARE TO.BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A • ELEVATION KEY. 9) NOT ALL ANCHORS SHOWN ON ELEVATION ARE APPLIED BY FACTORY IN ALL SIZES.ALL •• 4 " SILL nT STOOL VIEWED FROM EXTERIOR FACTORY APPLIED HOLES NOT DESIGNATED FOR CONCRETE SCREW ANCHOR SHOULD BY BE FILLED WITH /8 SCREWS OF SUFFICIENT LTH.TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. FACTORY PUNCHED HOLES IN JAMBS ARE 10 BE NO MORE THAN 6'FROM CORNERS AND 24'O.C.MAX. CAULK BETWEEN PRE-CAST SILL & FLANGE,USE DUO-SILL BY SIROFLE% ADHESIVC SEALANT,OR APRV'D EOL. K I N C 0 LTD. 5215 OLD KINDS ROA]32254 JACKSONVILLE.FLORIDAA+.f 5TITLD INSTALLATION DETAIL W/ONE BY WOODSECTION � � H� FLG. SINGLE HUNG WINDOW M40/50 & M40/ENCINEEA: MANUEL MARTINEZ ORM= BB 13Att=11/ _ MIN CIVIL N.T.S.CUM KJA%66K ?EY• X.. DESCRIPTION DATE FL REG.M0= 47182 - FR: E7t I OF I MMEEEE\■E■ ■WEREMME■■ ME\■aWIN■■ M■E21MEMEEE Rkin"EMENINE LINEMEN E■ ►\ENEENRI ■■■ KNOMM►\EEE■ MWE RE\■■ HLINLI■1\■�� wommm■■■■■ 101■VE130\m0■ MOM NE\■■■ \\\Esm. E\■■■ \EEEm■Ei11E\ _ MWEIVEE■EWN MU■IENNNEE MWEVEEMW EER\EEEMISISM mEEmmE■EEE MWELTmim '"umm ; . MEME4. 111mmul" WENEWSM 'f-1 ; manammomam ; \\\■N■►EVIL ■mamLEVE■■ LIMmE►UNNEW ■\\■■\■■■■ LIVE►■MINE■■ MMMRE■\■■■ ■\MNERE■EE KNEEE►uEmm \\VENEWIR, ■■ ` i\\!m\ ■■ ` ►\►\.411KE �.■■ • \\■a\mommm■ m10,4■\mm\`\EE • \ED0WE■`E■ MOMMEE■■,\ • ■m!PRI\\Iffil■\P I mummmmmam■ ►E\\■1\■■EE■ Rl W M 1164 0 sia■E\ \\►!0\■►E■\ ■\\\E\�\■■ ►E■oEE■E■ :\\Em■►�i®■■ mEQm►�mamom ■\mm■aa\oE EE►iawia■a\ Emmm■Emman EEm■Emmam■ mom,Em i■10 ■►`■:i\EVE■\ ■E■E\`E►E■ , usumm■mmm mWIPIRREm■Ea \m1immom MINE ■■E'ii►\E\I�� ■momma\E\\ —'— ii i■,�E`►�fi■1 me - momma\EE\E ■E■■EEE\E� 1■■EaoE \1■EEE■1 REEVE■Erb ► UNME■CCA WILKILIV\IK,WWI ■ MLLE■■■■E■■ onam■■■■■■ \\1WWWW1RIN"m 11\►\mmwwsmmm m\!!111!!0mr! MMM 1\\ommm■EEE■ WMERNME■\\■ awwwmmE\■■ LSE\■■E■■E■ mmumm■■m■■ NEVIVESUMMON ►\annamuman WINER■EEEE■ WNWEE\EEE■ ►1\W W iI\E■ L wafflawm LARMSME■■■■ NNUMMMRE■■ ; \\\\mm\EE:\\■ : - wommu:+l\■\s -- J sm mmummE■ \\ROMMwEEE■ \\m,\\N1C,m\ ■ammesmam► amenia'a2m\E ■EERIMMUR a\ ■■■E\`Emommamma �\No\ \E \o■\ESE ■■■E\tea\E\' MOM-E■RS: ����■■■■EEE ■E' SO oaaoa ■■■\'o om�� r■m■■mm �r■mmm■■ �- - , �rrrrr Isms IS MAX (NOMINAL) l3 INTERIOR © 5 0 0 12 .�0ee °��e�,° o'o ' 4•e a 'o ':° a.o'j0 0 d 4 9/l6' 0 EXTERIOR 0 701114' MIN EMBEDMENT OF SCREW INTO WOOD OR '.2S' 2 X WOOD BUCK 2 X WOOD BUCK 3116' PFH TAPCONS Wli 112' MINIMUM EMBEDMENT 37,50' l/4' GRP MAX. MAX SECTIM A-A INNING RDE cwy OFFER �scou�rw�mm 1 15 BQ[SS 191ES,(R �L DE caly NOD A IONS rAJM [NII I�E�191[8,SIQ O1{l la'S R BE PROF 4 RR OPiI(QIS) RS OEiE ��v/q yeaa IIR. QBE � Cba Iti P11 R FNTFR6y RON NIP SYSTEMS 31-1015-EW �a;Earuz��,0040��o.os �G JU(f�N /"1 SHEET 3 Of PI11S6 NS 6616P �q�lfl� C