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HomeMy WebLinkAboutPERMIT PLAN DESIGNLi gwsLXZ 4 � CN Z3 CD gwsLXZ co CD gwsLXZ C:�— O c 4 gwSLXZ 4S— 4S'I,�bS—'�—�4S cokllr I�e \10 R ONV F Pas co it plan Desicin and Comt)onents Z 4 W ao� o�® -2: U m i 4cig z ! co ti O QazI U- cc . 1 C m C CB a N � O cu V U3 ai -a W cu p 0 m 0 0 ay/St. Joh ns r+ N n 0 3 0 0 -� � va ro 0 �e 0- ® 0 iP �g d T M AFQ��1,/Z S41v �qY �AE� T Tp 41Z p �, ;Hy q� AY/A/ ,6070 /ONS A% chairrai chairrailrn Z�pp`i� dsTH20 47' M 6.4' + 5-4. _ J 5,4.64. �Z1' 4� side elevation OA' ;r '4' 7 • Jet 1' �, • "s�� ���� cbs ®IP 1me: Edwards,Alan style: Gable olor: Bronze address:5102 Indian Bend Lane (Ft. Pierce,FL 34951) Cn t IM&MMmm- 6! 9.518' — '�— I6' 9.518' — — 6' 9-518' -- 6' 9.518' —+-- 6' 9.11r 84' 0' rear elevation m ID rr 5' 4' 6 4' 11' 10' side elevation ,1 /8 scale � 7 ENGINEERING INC. TPUCTUP,AL ENGINEERING — ALUWNTUAJ DESIGN 25418 E. MARION AVENUE, UNIT #004, PUNTA GORDA, FLORIDA 33950 ` PHONE: (941) 205-2023 FAX: (941) 205-2024 DECEMBER S, 2004 TO: Building Officials and Plans Examiners RE: ENGINEERING "ALUMLN'UM STRUCTURES ALALSTER PLANS" AAA RE -SCREENS & ENCLOSURES, INC. Master Number: 1325© are clients of . ur firm, and have subscribed to the usage of these plans for one (1) year expiring: 12-8-05 This En g. is Mastered in Florida only. Th ���A•��'- :� ennr'sr Pr�Qe141,'� II'�er�y�I�ic. ^ j MFD/bar' c Z-1G. ROY BJAV, ; ; /' UPIF BBA,CNG PF O/� EXAIa; R DDF B-aV \ PoDGD BRS.DIIG EYlWPU' ' I \ Erjr,—L J(M) uAy�VW IIJIJI Bs NTE 72' f \ ;r U � RIDGE BRADIIG ` �" �— 16' I IN. ;, CHAIR EIAUPI OAAIR rZrJ1 �I%—� �-' (�PI� r f fl RG)F PDI! yw GABI F RD? 8EAi1 �rN MANSARD DETAIL 8 SUITE E 33952 -51F BPAq.NG lu 9P 11{ST I I Fi PD? F r o' (rQ? RAC11 Int�t =0� L� V !)r."i X, I HE]I--11 hAY.INUhi CO UMN HEhir Ii IN DECIMAL FE_=T SCREEN WALLS -SCREEN P,00F • ,WIND LOADS UP TD'0MPH,EXPOSURE C DEFLE�DA' U1ED SPAN > i SIDE WALL COLUMN CHA.?TFOR U5= IN COFJUNn,ON. VviTr' w_C='. Pa PUP 1N II ERPOLA77DN Bt11EENVALUES IS PERMISSIBLE VALUES IN DECVAL FEET. SIDE WAS I COLUMN CHART FOR USE iN C0NJUNMDN Vrl j-H WX.[j 7 PB PURLIN r,T � T-I i — 11 I` ? J �' O �LJ f�, I �```I h O R r' r`T Milli _ l I� :///O''� LJ_J— � L O O� ; r I;ION' - LOAD BEARli,IG 1','A,I_I_S �1X\ 4 )JAX uv. c lvhl rJ�Gi T 1 a EAS F E RACIiiG B(AVAE Iffl—tRPOLATDN BETWEEN VALUES IS PERMISSIBLE VALUES IN DEWAL FEET. MUL7IPLYTHE COLUMN HEIGHTS BY THE FOLLOIMNG FACTORSIDGETALLOWABLE HEIGHTS FOR DIFFERED WINOSPEEDS WIND SPEED FACTOR 140 0.25 120 1.05 ._ NOTE., COLUMN HEIGHTMAY NOTBE S(ENDED FROM A VALUELESS THAN 12FEEFTO A VALUE GREATER THAN 12 FEET THROUGH THE USE OFA MULTIPLICATION FACTOR DUE7O7HE CODE SPECIFIED CHANGE IN DEFLECTIDN LIMFIB. a ., `s G p, ALZTJsCIYMV'ETBucTjAEs3asp•P. PIA1Y DIQREUI INC OC C-DPM27 AL €h*M G, p C. 2002 P�S�� �� OF 2g6 AL ENMNEERING, jNC_ R t3Rml I IrFNCF _r77 , T I' �, i f; 1'i' _1 i %fit^ �' I J r T` T T Of ; -" � -, r L Z in 4 U u u LJ 0 0 0 : v y y >: 7 r r� N J i o L J. c o F >❑ ❑ L ❑ x n [U J ' uL r , A W u I SCREEN n u p, (TYP,) L) - vARTFs , ', NTF s' k • IDS-4B' � D.C. MAX, $T�'� ESJF,I_I HEGHT VARIES 1 <_'CREEN / (TYPJ / x !El/IaLl CREEN �PJ \ 2X2 ,D-4 P J, SPACrNG k lx' .� _B D.C. VAR_S PLAN V FV SE_F 3EAM./COLUMN CONNECT ION D I AIL cI,- SCREEN 3 z J 'TYP) - 1 U V G. u L C 0 r� c U Ll 5' VARIES —ALICml- HTE ! HEIGHT VARIES Lv .. P re.11'-L IA/14 ' rl F3 i SCP EN ra - CYPJ VARIES. ., D.C, H ti VARIES a CONCRETE FDDTEE (SEE CONCRETE DETAILS FOP, REQUIREMENTS) T IS ACCEPTABLE 1O USE A 2x3xo50 P3 UP ID I2' IN H�6H1, JW A 2x2x,D44 DOOR JAMB EXTRUSION W1M A ix2x.O44 02 STENr i TO THE PEAR 2' S DE OF THE 2x2 DDOP, JAMB �H `12-2 l-i/2' SMS AT 22' O.C. AND VrIHIN 3' FFOH END OF BEAM TD 32' IN HEIGHT, IF IT IS A NON -LOAD BEARING POST AND IS LESS THAN 9' IN HEIGHT VTI H 3' HAXIMUH OPENING, 11I IS CEPTABLE TD USE A 2x2x,044 P3 OR pX2 DODR JAMB, FRONT ELEVATION - A SDIEIJALL-COLUMN (SEE SIDEk'ALL COLUMN CHART) �J COLUMN CSEE ROOF BEAM SPAIJ CHARTS) © ROOF BEAM (SEE ROOF BEAM SPAN CHARTS) O SEE CHAIR RAIL CONNECTION RETAIL I�j O SEE COLUMN/PURLIN CONNECiUll DETAIL ail Q SEE PURLIN/BEAN TO BEAM CONNECTION DETAILS OP, CHAIR RAIL CONNECTIDN. F GO SEE POST/COLUMN TO CONCRETE CDNNECMN DETAIL H EE POSTICOLUMN TO CONCRETE CONNECTION DETAIL SEE GUTTER/FASCIA AND'DEAM/GUTTER CONNECTION DETAIL JO SEE 'CASE BRACING DETAILS I SC.RE71 w-n O Px2 DOOR HEADER. (Up TD 3' SPAN) .>c/7 IAMIAW.1 TRAJL SJnF E PORT CHARLOTTE, FL 33932 PHONE (941) E27-4901 mFAx.fs4il a azYAcunmucrums YASTEhlpl x D40HEEMN 1NC @ coFYs1GHT .AL ZNC-jj�C-, INC. 2002 J'At'L' Hb OF 288 P.E'V7S'F'T] -in/F1np i i.: := i �.•� I i I i.• !I `_ �•' 1 �` _,I�i i - ,I I^!. I_ it � _ ` I :. _, I C. El Lj Li 1 61 1`ILc'—1 o I ! D.C. i 1, fl I ! j i i,E , L $LL I A NJ VIF /COLUMN I .. I I ru f xrrf=[ _ ILVfr!ES D.C. O 0 < 1 :G sEE EaGE �' ✓ARiES- — > Rr.GiNG CO.\'CRE-- r ' is IL GOTEP, (SEE CDn'CRET[ DETAILS DETAILS FOR F.EDL'iP,EHEnIS) rT' "•'T PCCEPT=.3LE TO USE P CxCr,.000 P? UP -' UP TO!3 ICI IHE REAF 2' Si]_ OF O 12' IN H7iGhT Oc,F12r.2`04t DOUR J=H= CXIFUSiON ''r7H A, !r.2x.G�_ UP TO !2' iN `'EIGHT iF - THC 2x2 DOGF, J.AH? V - i i, A.n'GN •2' SHS AT C'• ACCCPiABLC TO US' A -LOAD BEARING POST AND C !2' G.0 P. viTHi, 3' FF` m r_F OF DOOR /_ LESS THAN o• i = [A Or ' B 2x2 JAMB. N• HUGrT iJiTu H=. a'!HU': OPENING, 1 I iS LEfTNIL; FRONT c4BSCPEjV[-f t-' 0l SWUPLL COLUMN (SEC SIDCVALL CL,Urr,' CHa�T) - --CI -CEIL17Mtt (SEE F[IOF BEAN SRAM [H„cjc. CC) F•O[If BC H (SEC 'OC[F BEAM SPAN' [Eq i ) SEE CiiAiR RAIL CONI;[CTiON' DETAIL CC) SEE COL UMN/PURUN CONNECTION DE -.A!._ l SEE PURLjN!/BEAR TO BEAM CONN[CTiOI? DETAILS Q SEE POST/COLUMN TO CONCRETE CONi[CTiON DETAIL HO SEE POST/COLUMN TO CONCRETE CONW;CTION DC7AjL nnO SEE GUTTER/rA.SCIA AND BEAN /GUTT[p CON'N[CTiON DETAILS O1 SCC CAGE BRACING DETAILS O 2.2 DOOR. HEADER. (UP TO 3' SPAN) 357i 7ANIAW TRAIL SUITE E PORT CHARLOIIL FL j3952 'HONE - FAY, (9t7� b27_<a01 (2�i) c?'-2-,E2 STR UCT i PL S vS SITUP ENCI,'C�INC. INC © CDrr7',;cx >i AL Cr GINr aING, IHC FLORID/.UCFNsF PACE 25 OF 2GD-^ rp 7 Y N i �� f f- i. OF I EXl.,TTNF 1x2:,0.44 03 2 J L r Li L v I U f U U U,:i C p ry CJ N R L G v L] n z f- ' i ^ J u D n VARIES NTE 6' 16'-.a. D.C, I, SDEVAL I MAXvI HEI.GMT VARIES 1 I O t7� d A n n r J c fl o L z> N Ill n n iU x m mf . K Ie/14 \�lo ,n_G� /SCP,EEN �r (T YPJ __, SPACING ?X2x.Dt4 {D I VARIES PLANVIEV SEE SEAM/COI UMN � CONNECT -!ON JEIAIL� /// VARIES SCREEN � A ni (TYPJ L LD.C Y h CONCRETE E F DOTER. CSE_F CONCRETE DE T AILS FDR REDUIREHEN T S) IS ACCEPTABLE TO USE A 2x3x.➢50 PB UP TO 12' IN HEIGHT OR A 2x2x.04? DOOR JP,MB EXTRUSION WITH A lx2x.o?? OB TENS TO THE 2' SIDE OF THE 2x2 DOUR, JAMB VrH 112x1-1/2' SHE AT 12' O,C, AND SHIN 3' FRDM END OF REAM UP TO IN HEIGHT, IF ti IS A NDN-LOAD BEARING POST AND IS LESS THAN 9' IN HEIGHT VITH 3' MAXIMUM OPENING, IT IS PIABLE TO USE A 2x2x,044 PB OR 2x2 DOOR JAMB, LEGEND FRONT ELEVATION SDEVALL COLUMN CSEE SDEVALL.COLLWN --CHART) -- - --- COLUMN (SEE ROOF BEAH SPAN CHARTS) ROOF BEAH (SEE ROOF BEAM SPAN CHARTS) SEE CHAIR. RAIL CONNECTION, DETAIL �E SEE COLUMN/PURLIN CONNECTION DETAIL �F SEE PURLIN/BEAM TO BEAM, CONNECTION DETAILS GQ SEE POST/COLUMN TO CONCRETE CONNECTION DETAIL - SEE POST/COLUMN TO CONCRETE CONNECTION DETAIL Q SEE GUTTER./FASCIA AND BEAM/GUTTER CONNECTION DETAILS �J SEE CAGE BRACING DETAILS >� SEE BEAM TO BEAM CONNECTION DETULS IV XNSCRENCBXR O 2.2 DOOR HEADER (UP TO 3' SPAN)��� rj�.x/I 1AMIAbll TRAIL, SUS F PORTC-iARLOTrE FL 33952 .9-LuxNL13i-STFucY EE PRONE (941) 627-49D1 - ol ENDNEEImc {NC©R FAY- (at�1.F�r r,afl.. PAGE 97 Dr 2RF3 i<"T �- I � �i�=,]�„rrT il,' P D7 � �1L` - - -...- TH .... 1 li7_ In-___ �r: _ --. KUh; DISTfiiNCE FREN SC,EV TO'EDG= ff 7EH3ER SHALL NOT BE I_ TH=:N n.5. GUS_r-I 7r'1CI:N=-_ NU I rBE GRE,.TE r N" EDU.IL TO 11ELi Tr,'i };I'EC_^ R F-E'r,li. TOT)L � OF f>STJ's TD DGTANi,- FASTD:=n FASTD ? DIStNC= COMP) � FRDk 'vSM JL HDR.20)TTAL FRDIJ. SIZE > JNNFCTIDI; If, It' SpLir-F, SPACING SPACING �rcc 2Y..4 PB 2D - �1D SHE 7.35' 215' 0.5' 1.12' 114' 0.5' 2x4 SB 24 - t1D SHE 17.35' 2,15' 1 0.5' 1 112' 1 1,14' 1 D.5' 2XA SMD 28 - T10 EMS 9.5' 2,5' D.5' L12' 1,74' ➢.5' , 2>:5 SMB 28 - 10 SMS 9,75' 2.5' D.5' 1,50' 1.14' 0,5' 2x8 SMB 32 - T10 SHS 11.25' 4,D' I 0,,5' I 2.0' 1,14- D.5' 2X7 SMB 32 - r10 SMS 12' S.0' D.5' I 3.D' 114' 0.5' 2XB SMD 36 - r1D SMS 14,75' 6,0' 0.5- 4,0' 1,14' I 0,51 2X.9 SMB 40 - =10 SNS 14,75' 16➢' I D,5' 4,0' LOL' 1 0,5' 2x1D SHP 144 - -10 SHE 17.5' 17.0' D.5' � 5.0' Lill' � 1,0' i0 S! PER M 2x9 SH3 DETAIL SHOWN AS 29 SN9, DTNEP 6s'NS A,'F SIk1L=R- DF CEO`'• SIZ_- CD1fFLFi[ 'Wv.. V9,711C L HDR!ZDNT� FROM CDNNECTIDN W D SFJCE SFACINC SPACING EDGE 2x4 P3 1 2D - =10 SHS 17,0' 12.0' 1 1,5' D,9D' 1,14' I D,5' 2x4 S3 24 - -10 SHE 17,11' 2,0' 115' I 0.90' I 114' I 0,5' 2x4 SMB 28 - ='10 SHE 18,75' 2.0' 1,5' 0,90' I 1.14V 0.5' 2x5 SMB 1 29 - -10 SHE 8,75' 3.0' 1.90' i14' 1 0.5' 2x6 SMB 32 - 4710 SNS 16,75` 14,D' 15' 2,90' 1 114' I 0,5' 2x7 SMB 32 - #10 SHE 11,0' 15,0' { 1,5' 2.90' I 1.14' D,5' 2x8 SHE 36 -=10 SHE 11,0' b.0' 1,5 I 2.90' -I 1.14' 1 0.5` 2x9 SMB 140 - #10 SMS 13.25' 17.0' 1.5' 2.90' 1.1?' 0.5' 2X10 SMB 44 - TID SHS 15,5' ED' 1,5' I 3.90' 1,14" 0,5' 9 SCPEVS - -- -- -- -- - - -------PEP SPLICE- (36 TOTAL) e ,-,125' FLAT BAR 'boaoa 0000� L o o p P a U J 2x9 SHB 2X.9 SMB DETAIL bTB112 DETAIL SHOW14 AS 2x9 SMB, OT iVr �( w'v. --Y r 51}d a i " . PHONE (941j S2i-:WDi -.Jf � �E31�1QDIG Ihu @ COPMET AL ENGII�f;, Ric. 2002 PACE 47 CIF 26B I- v I L I\I 'BEAI�11- O BJr`_I\�� SCREW BOSSES - EACH.' SIDE \ 2'x-3'x,.D50` PB IYP- S,13? OR SNAP BEAM \I DFI AIL A, MINIMUM 1" CENTER —TO —CENTER SCP�' SPACING MINIMUM 1/2' EDGE DISTANCE . 1 1/2` x 2 1iti x -052 Lwi� DE IAIL �� NOTE" THIS DETAIL IS ACCEPIABI_ FOR l3SE VIrlA2xPBAS THE PRIMARY BEAM- P,ECOVING CHANIIEl ) (P- (SECONDARY) `I2 5M5 INTO I 1 D CMS EACH SIDE a { IUAv BEAM 1 ScCONDAR �9 M )j PJP,Uh'/Bu !1 IBDTr' SIC} S r J O - � I lPUY.LI� {3 O V r 4• 2 x 4 SW.B, S OR PB I, 4 � ,] (SECONDARY) 1x5/- SUS 2 x 5 SMB I 4 J 3 FllP,llN/�EAM C) 2x5 SMB + � I <� j .��•, 2 x J SM5 I � { 5 ca 2x85M5 � 7 1 5 _+ 1 2x9SMB I 8 I -5 —�� 2x10SMB I B I % SE SCHEDULE FOR FASi-ENEPS rn. su,B ULTAIL TYP_ SUB PURUN-(SECDNDARII NOT: ILIUSTRATED AS 2x4 SMB SECONDARY i PUP.UN / BEAM D MINIMUM 1/2- EDGE DISETANCE FFORC12ySMS k'1' EDGE DISTANCE FOR 10 SMS 2'x.2"x.94?' PB x2a D4 4 PB ry ' INTO EACH SIDE OF PURUN 77P SMB OR SNAP BEAM � 2) — $10 x 1 1/2' SMS ] 1/2 X 2 1/8 x "062 (3L4 SMB IN.TDSMB IN ID SCREW BOSSES RECE19C CHANN ` SNAP SEAM - EA H SIDE �, D= I►1L Dr 7YP. SMB OR SN AM. REAL `,1 NOTE: THIS DETAIL IS NOTES: MINIMUM 1 CENTER TO CENTER SCREW SPACING. �° ACCEPTABLE FOR 115E ..xr%.� "�" "' THE PPIMARY HEAM `DHi?PLD77>; PI 3385Z�� :-:_�-��13`�b��so� ENdN�t1NG, )NC. CC) corYmcxr ai. �rii,=�r�ae. rkr._ znn� Saar. a.A e�-�' 7FF ii I •.. f'..- :C=,i' i � I I • U.iF{ L�. •=1;. ; I I I _ _ I i I ry _ !filtr.`.rl. I I C>r P5 '_5 ( P ILA E>:TE2I0, I CONNCCT1Elf CHF.i?. R.!L H:_ r, C-NNEC i i[ :' I.... DETAIL DE7^,_iL O ^-•,I( ll?�Tr x st.3 Ex Pp, SNAP OR SM3 CHAIR FAIL �1 F- I )NT=R'i'R EA$IE;,'ii\'G INTO SC.R_v* ASSES w iNTEP,IOR 'U' RECEiViN'G CHANNEL SmS I II I �I I \2x2 P3 (72 r I 2x_ P3 I I I CH,.AiR PAIL CHAHAiP jP RAIL AI INTEMOR HiEDEN ---CONNECTjON - - - -G:IAIR-P.AiL--..---- ----- - - — - - -- CHP.-!P,-FAIL - - - - CONNEMON CONNECTION - rTAIL -- -DETAIL - - - F �ETIL� Lo'EIVING CHANNE L THICKNESS RUSTBE GREATER OR EDUALp vALL iH S OF CHAIR RAIL , 3B7) 7AHIAHi TRAIL, SUITE E AM PORT CHARLOTTE, FL 33952 ALZiLIIvuY STP.UCTUp" 3/�ST� PlJ�Jr PHONE 49;1) 627-aopl EI{dNCIPING. INC ©CO?}PjCni AL ENGiT'n�- G• INC. 2002 p FAX,(?<.l) 62i 23B2 AL CNGiNEERiNG. INC. FLORIDA, LICENSE '7«l AGE 52 OF 250 s. o—' -:,. - .._ I I I I i I. 1 G �` Iry 0I ., h,�'i \I I 0C. o _1. C l I, 1 T � F J ? SS, 2'x-e SF-:2 DR 2'3:5' SMI COLUMN SCREEN 2'>:2'x725' ANGLE EACH SIDE 2'x2'x,125' ANGLE. EACH SIDE OF COLUMN WITH r12):3/4' EMS S I N� EACH SIDE SPACED A MINIMUM DF 1' D.C. (MIN. 1' D.C. SPACING) (SEE SECONDARY ANGLE SCH RULE)—\ 3/B' POWERS HEDGE BOLT CONIC, ANCHOR 0 D THRU ANGLE L 1'x2' OP INTD CONCRETE EACH SIDE (MIN, 3.5EMBEDMENT) G D lj_,-1'x2' OP PAS_ PLATE (TYP,) 3/2' POVEP.S KEDGE DOLT CONCRETE r ANCHOR THP.0 ANGLE INTD CONCRETE 1 4 G AT AN EMBEDN,EN'T OF 3.5' MINIuUN C i (SEE SECDNDARY ANGLE SCHEDULE) 2 ' I FROM NOTD DETAIL TI L USTP.ATES TYPICAL NI?d. EDGEr III�IIII I DF SLAB 1 2'x.4' SMP COLUMN CONNECTION S_T�F ViEL,/ NOTE, DETAIL ILLUSTRATES TYPICAL 2'x" S3, 2'x4' SM3 OP. 2'x5' SN,S CELUHN 2'x4' SH3 COLUMN -CONNECT-1-ON I (2)--12x3/4' EMS EACH S��E tMiN. 1' D.C. SPACING) SCREEN 2'x2'xd25' ANGLE 3/8' POWERS VEDGE 3DLT CONC, ANCH➢R (2)--1Dxi-J2` EMS I THRU ANGLE 8 1'x2' TN I D CDNCP,ETE EACH S1 I _A H S E CHSN, 3,5' END��MENT) 11x2' D/P BASE- PI TE (TYPJ I c F.-n I r� 4 y 1' 1/1' MIN. CDNCRETE 25�70 P,S,I, CONCRETE (jJ 4 j ANCHOR EMB= � MEhr _MAX SPACING_PAX. MAX, MAX SPACING 24- ❑/C Ih— —6' 6'� 2>' O/C OTE� DETAIL.ILLUSTRAItS TYPICAL 2'x4' SM3 CONNECTION. PRIMARYSECONDARY Ah'GLE SCHEDULE CONCRETE DECK EDGE 2'x2'x125' ANGLE SCREE _ ° y _COLUM TOTAL _ -TOTAL y� SIZE CONCRLIt T12x5/4" -- N -- - 1. - - -- - - - - - - - . ANCHORS SNS_ �1 1'x2' 03 3ASE PLATE (T YP,) SWE OR _ SB 3/8' POWERS VERGE 30L I CONCRETE 2'x 4' (2) 3/9" 4 .cu _ ANCHOR A T. 3,5' MINIMUM EHI♦EDMENT �z)/Br I 4 2'x 5" , iu Cl SECONDARY 2'x2'x,125' ANGLE • (SEE SECONDARY ANGLE SCHEDULE) 412 SMS TYP, NOTED (1) ALL 1/4' CONCRETE ANCHORS TO 3E POWERS POVEP.-P_ S CSPACED E :i O,C, MINIMUM) CDR EQUIVALENT) EMS 2'r.4' SB, 2'x4' SMB 4 2 , ❑.C, FOR EMP (2) C[9JNECTI➢N IS GDOD FOR 3,475 POUDlzlr'Q• L2FT, OR 2'x5' SMB COLUMN SPECIAL ENGINEERING IS PEDOIRED TO EXCEED 3,47 NIIS, C3) CWNECTIDNxIIBA'u5a DN,' JIYNIN,UFY' IDLE I]ISYANGE PCCD7 L W Af8 2' SPAL, N F.STEhRS, ! �31B71 7AMIAMI 7RAIL, SUr EdLUSl7ND3! STFTrICTDZtES 3C�ST�13 PLT C-941)E2 FL 3.i952' d BfM- �T�'C HE C Copnc---HT -, xNGufmm;G, INC. 2D02 PACE bB 01. 289 h1E (941) s27-49D7 I ! 2'x2'x225' ANGLE EACH SIDE OF COLUHN VITH r10 St,S I! / - - %..!25' ANGLE EACH SIZE - (SEE SECONDARY ANGLE SCHEDULE) J�}�// 2 CACH ']U.:3/;S+if EACH SIDE O.C. SPACirdG) 3/0^^' PA,H=ET/REDFIEA1) LDT TAPCON THRU �10 x3/ SHS TO BE cPACEJ —� o ✓- PRIPARY ANGLE E 2'x2' OB EACH SIDE INTO A HiNIVuH OF I. O.C. O U �, CONCRETE (HIM. 2-1/2- EH3EDHENT) O ,n I';:2' .0;;' ❑B -BASE PLATE (TYP.) H"gjI:UH 2500 P.S.i. CONCRETE ' p L it 3/8' RAHSET/PEDHEAD LD7 TAPCON 7HRU SECONDARY ANGLE EACH SIDE ry I ,1 ' 3 P'. INTO CONCRETE ( I I Il I I I— I IJ 2-i/2' EH3CDHENI) I a2, � 2' ! FP.Or � '- HiN'. HiN. EDGE r I NOTE' DETAIL ILLUSTRATES TYPICAL OF SLAB 2'x6' SH3 COLUHN CONNECTION SID=lE NOTE, DETAIL ILLUSTRATES TYFiCAL 2'x6' SP,3 COLUHN CONNECTION TYP. 2'x SH3 COLUHN I (2)=1Dx31=' SHS E-AEN SIDE r SCP.EEN ! (HIN. I' O.C. SFAC_NG-) 2'x2'x,i25' "NGLE (2) 1 EACH ciDE I 3/8' P,AHSET/REDHEAD LD:T TAFCON IrRU _ �PRIHAPY ANGLE s 1'x2' 03 EACH SIDE INTO 1/ CONCRETE AN'Cr'OR I I CUh'CPE t E CHih'. 2-1/2' EH L �`L BEDHEh' T) (hi Huy I-i/'. -H') / 'x2'x.0 1. / G= 2ASE PLATE (TYP.) 2�00 P,S.i. CGNCRETE G 1 1/4' H!h'. CONCRETE ANCHOR EHBEDHENT G _HAX SPACING =F-�HA•X• MAX� •�.%- 24' O/C 6' 6' HAX SPACING 2=' O/C F RDhil VIEW /- PRIHAP.Y Cxc'x.]25' ANGLE CGNCRETE DECY, EDGE / - t 3- c HIN. a N T �� 1 O N O 0, 1 I'x2' O/3 NOIEl DETAIL ]LLUSTR-.TES TYPICAL 2'x6' SHD CONNECTION. SECONDARY ANGLE SCHEDULE COLUHN TOTAL IOIAL SMB) ANCHORS -"/I 3/8' P.AHSEi/P,EDHEAD LIT TAPCON 2 x 6 I (4) 3/8- I 6 p INTO CONCRUE EACH SIDE I (HIN. 2-1/2' EHBEDHEN T) 3/8' 6 SECONDARY r-'x 8' I (4) 3/8' 6 2'x2'x,125' ANGLE 2'x 5' (4) 3/8, I 6 (SEE SECONDAPY ANGLE SCHEDULE) 2__, " 10, (c) 3/6, I 6 J-�INOTES, (I) ALL ]/q' CONCRETE ANCHORS TO BE P01lEP.S PIl>lER-BOLT 10 SHS SPACED AT 1' O,C.�SMS (OREOU]VALENT) HINIHUH (SEE SECONDARY 2124' O/C FOR SHB (2) CONNECTION IS GOOD FOP, q,ODD POUNDS OF UPLIFT. ANGLE SCHEDULE) SPECIAL ENGINEERING IS REQUIRED TO EXCEED 1,000 POUND 2'x SHB OR SB COLUHN (3) COVECTIUN IS BASED ON 3' HINIHUH EDGE nI-SNIFCC.D610AN➢ 2' SPACING OF FASTENERS. ., PORT CHARLDTT,- FL 33952� PHONE (941) 627-490T FAX: (9S1) 62�-2332 -�-LUMJIYU3! S7.pUC1ZimE d G-iCDf�- , D,, © COPYBIGir• r I AL ENGINEERING, INC. FLORDA I. - "-✓. ,kl Ye; INC. 2002 PAGF 60 Or 268 1�- 6T l - � � .. -' � � -- `ice � .. 1.. - �- .1 .�. - .r • i � I L=D. (I c I �. _ i _ IG 1 r - // I I \ (2) - -1� CuC L`.I CAA^;I•; G C SiJC ur cC'LLi,., 2"..= `E CULUr.'. L CPCO 3Z71 i,;mll. !i IP,.IL SUI POP! CHARLDTL ;.L 3.i957. PHO"L (941) E77-[90i F��Y, (0�7) 5T-23F- OF rUFL11+ IN:U Y COP I� UX%tr; v STRUCTUPiS b'4STEPwr Pi k G COr;7:iC.r� 61 �KCj7.^1 AL tNG7�\';1cR: G. INC nno;n, _ D. �4C 20Dc' n,nrr _ II EDGE ' F A1VI OR ,, R Tom,-• },dAlf T T RE` I>:2 D3 (DPTIDNAL) 2>:2x093 ANGLE P EA. SIDE OF BEAM 1 'SEE SCHEDULE) �� V \0 1/4' LAG SCP_;7S/S OR _/=' L CONCRETE ANCHORS WryrN b' _ HER SDI E OF BEAM AND 11'P, S,M,B� I AT Si7E VARIES 2 D.C. f2' M,INIMllM DETAIL � E.MBEDHENT) -\o 6 —-IDx3/=' SMS EACH s EXISTING rDNc, i E BE (S= ATTACHMENT SCHEDJI F) arDR WL F?.AMA �1AI t • 2x2x,D93 ANG� EACH SIDE E OF BEAM CSEE SCHEDULE) L` 1/4'x2-I/4' LAG SCREWS SMS OR 1J4'x2-I/4' EONCRETE ANCHORS EACH SIDE OF BEAM MIN. 2' EM3EDMENT (SEE ATTACHMENT SCHEDULE) LP ATTAG4Nm' SCHEDUL E BEAM I UA93NARY WALL ► �1/4'�LAC &..E WALL HARK BEQ 9L D 95 CONCRcIE ANCHORS SCREE FJCN S1DE EACH 90E n� — 2 r. 4 PB. 32 2 --2 x 4 5U,B --- - 3 - ---2 - - - - - -- -- - - - 2 2x5SU8 3 2 2 © I 2x5SM8 I 3 3 LA 2X7SWB 5 I 3 3 2 x B SLAB 6 R 4 2x9SM8 6 4 2x10598 7 ? 4 NOTE) ll CONCRETE ANCHORS MUST HAVE AN ALLDVABLE WORKING LOAD OF 25D POUNDS AFTER FACTORING 2' PflCIN 3' EDGE DISTANCE, ERS MUST 13E LLED PER THE MANUFACTURERS 3) NUMBER2) ALL SOFNCONCRETE ANCHDRSAAND LAU S REVS INCLUDE THE FAy-E EP.bHHA ty`7CONNECTC H pB TD t1 WALL, . 3871 IAMIAMI TRAIL, SUITE E PORT CHARLOTTE FL 33952 d 6 LD3(ZN�( STiT DCTGREJ PHONE (PAW 627—oam E49HF RINn, wr (r) FASTEN GUTTER V/C2>-11?' LAG SCREWS V/3/4, STAINLESS STEEL WASHERS SPACES 12' D.C. AND STAGGERED 2' APART (I MIN, 2' PENETRATI'3N) 1-1x3' LAC SCREL'S- VIIH 31 STAINLESS STEEL VASHEP,S CONTINUOUS ANSI 1x2 0/3, 17R WOOD WEDGE TO PLUM2 GU TER WHEN REQUIRED I-, FASTEN FASCIA W/(2)-1/?' LAG SCREVS V/3/4' OSTAINLES` STEEL WASHERS IfdTO EACH RAFTER SPACED AT 24' O.C. YAY.IMUM (MINIMUM 2' PE1,ETRATIDN) O='x3' LAG SCR.EVS V/3/4' STAINLESS STEEL DASHERS A,T EACH CLIP L 3,5'xO,l0D' ALUN:INUH ANGLE CII aP ;1) AT EACH 3EAH LOCATION AT EACH CLIP (4.)--14x3/4' SMS INTO GUTTER (1' MINIMUM SEPARATION) 1-1/2'x2-1/B'xO.125' CHANNEL {EXTERNAL) T `1 1 2' SM3 SPAN .ELIAR T S) I I SMS EACH SIDE (MINIHUN 1' SE?ARATION AND T 112' FROM EDGE) �-9 SMS THRU CHANNEL INTE BE=M RECEIVING CHANNEL OPTIONAL BEAM CUT SUPERGUTTEP, YAX•4' ALI OY--SD53—Tb CHANNEL SECTION NOTEi DETAIL oA 1.) AL ENGINEERING, INC. DOES NOT WAP.RANTEE DP. GUARANTEE, EMEP. EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY ❑F THE EXISTING STRUCTURE, 2.) CONTRACTOR SHALL VERIFY STRUCTURAL INTEGRITY OF HOST STRUCTURE, 3.) CALCULATIONS ARE 11ASO ON THE EXISTING STRUCTURE HAVING A 2' MAX, DVEP.HANG WITH A MTNI�M T���D� 2�4` O.C., T❑ EXCEED THESE PARAMETERS SPECIAL EN�NEEP.ING IS .RQUIRET`� 3571 TAM)AMI TRAIL, SUITE E' er` ELD3fXhrQ3[ 3TPIJCTDR%5a3C1SxP-Ld PDPTLHARLDit m FL^33952 nunuC. (n,al cn�F}IaH�IN6, 1HG @ CDF7h16gr AL ENC-n ,7=c-, Itic. 2002 PAGE 87 OF 2BB . I I II O i no - f, I. ='S •.�/ _%=' 51�.. i:L_C^ I J L I i �. I'SPACEDI_ C iA'r!�U I -ter n, SU; CCU7T--- f. -•. I -- — — — — — — —— i� I II itVLI II v 41, I Ca I I \ _ I I F(,Ii[IY• Lira: Di __/ � I/� I II I U i l TE j I 1 , ANGl i, c Tci r I I II NDTC, DINIENSMNIAL VIDA! 7) CaLCUCATiOn'S APE BASED DN THE Cx1S1RIT, $TPUCiUP( H4V]NC v2' M�>iMUM DCPHAr�, v ;FACED P- D.0 SPf C14L EN;,1N o, r ilFl F, M!N MIIUM, Dr Ex --I{=, CC CC..,�C 7S F,(pUiR D ]ra nRDCP. TC (XCEED iHCSC PART-.M(-EMS. 2) C'IIHIIN THid Ot GUII(P ID [,IrC1A TD Bf MAD( in ACCp?DANCE ViTFI iHC GltiiCE'' :-.SCi='CDr.wCCifln_. MI, n'CD �'ilH1K iHL. MANUAL - /✓3GC I I Tl,I Akli TRAIL. SUIIT �- , .P, JJU1�iliU_u STP.UCTU',yS M_4S. ,P P— v P0,.1 C., . �OTi. rl 33557� I PHOr,C (S=i) 627--n-, 11Q L':%iL-.C. Im © COFoc.ri ;u. FF - LI_ .. i . ,%: •'\ � is ' �' ; I\�. •'.�— — -. _ _=1��-- Tt Li II [J E C 116 U � " I [L rh�- 37717. --, , c FI Lit. in_ NUT -,, iI / a ,✓� LEDGE [UIdC?[TE SIL.A R I `./!6' AN'CHLIP. BOLT e!-CHBEDNEN'T cU;Pan'SiUN BOLT) Ct7r�C'�.ETE! �=DJMIJJ I(0) I' I C. on I I I I � I Qpp FLAT< FrCY:' - O�pTl��fa CBD-1 B �0/1 1APIAu1 11—IL .`_UIIL L POP CHARLO' IL FL 33952 PHOt:E_ (91,) o-2i-4oci fAX (93i) 62 -2M L -" JuUY11,'UL' STRUCTUP.iS /LS1L1? Pi N i C1;LN[ Il,'C INC © coff;; Si `NGLir�=�uiG. NC 2002 AL ENCINFFrwr rev __ Code Compliance Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1168 Address: 5102 INDIAN BEND LN Unit {# i i City , State / Zip: FPR Parcel # : 1312-800-0013-000/1 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 0503-1402 Activity Type: Renovation Perm I it Type: I Pool Enclosure Review Comments Page 1 I Owner(s): Alan D Edwards Patricia A Edwards FL 34951 Jurisdiction: St. Lucie County Lot # : Block: Application Type: Building Permit w/o subs Other Activity: Stories:. 1 Automatic Sprinkler System? ❑ Contactor Name: WESLEY MATTHEWS Cert Number: Busi I ess Name: AAA RE SCREEN AND ENCLOSURES INC Business Addr: 5875 MINING TERRACE 104 City / State / Zip: JACKSONVILLE, FL 32225 T/t)« oso/ REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Completed Date Released Plans E miner Review Incomplete Kathy Cicio 04/11/2005 1 mment: NEED RAISED SEALED LETTER FROM AL ENGINEERING ALLOWING USE OF THEIR MANUAL 2 Comment: PLANS ARE INCOMPLETE -NEED ALL FASTENERS & CONNECTIONS HIGHLIGHTED I TRANSMISSION VERIFICATION.REPORT TIME 04/11/2005 12:85 NAME FAX 7724622522 TEL SER.# BROL2J853904 DATE DIME 04/11 12:55 FAX NO./NAME 819042681501 DURATION 00: 00:14 PAGE(S) 01 RESULT OK MODE STANDARD ECM r opy