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HomeMy WebLinkAboutBUILDING SITE PLANSN nQ 0 0 I" L 3 N Q, �0 0o tit � too 00p���� CO Cn 0 W C ® � sut jn I ZXZ suiljnazxz32 Lucie Coi 6 9-58' + 6' 9.11T F 34' 0° top elevation `n 6�,4 yob ��' ��d 46, ' <� �� Z;suede a C) �% v CO � THESE PLANS �+ �o ARE SUB ECQUIR T T®q ALL PROppSED 'YS EE ES�By IELD HSPECTnD. NS DRK nam&Rwa ds,Alan i style: Gable ITHALCA' "' uRR TO color: Bronze address: 5102 Indian Bend Lane (Ft. Pierce,FL 34951) C®��° ,1 /8 scale N r, r— ! 0 0 CPO 71� T 4y 0 0 �A E c, m cOh, N�O�SS�6COc® 9F�SFpWO \� y '7TH �'Qk p;60 Ti0/' )k chairrai chairrail ����Ap;9 asTHgT ZO M 5' 4°— 5' 4' —'Ici— 5' 4" 1— 5' 4° 21' 4" side elevation 1*3 0 O' 0' t�? ' is �za c'.4• � rp` ,name: Edwards,Alan style: Gable '��F �'�� -4-C,L lor: Bronze address:5102 Indian Bend Lane (Ft. Pierce,FL 34951) 1p ,610Z. v 1 2 chairrail 2x2chairrail Ia' MIT —�� 5' M/8' — — a' 9.51a' --- — 6' 9.11r rear elevation c� f!1 1' rr 5' 4' 6 4' 11' 10' side elevation ,1 /8 scale ENGINEERING, INC. STPUCTUPAL ENGINEERING — ALUMINUM DESIGN 25418 E. MARION AVENUE, UNIT #004, PUNTA GORDA, FLORIDA, 33950 PHONE: (941) 205-2023 FAX: (941) 205-2024 DECEMBER 8, 2004 TO: Building Officials and Plans Examiners RE: ENGINEERING "ALUMWMI STRUCTURES IIQLSTER PLANS" t AAA RE -SCREENS & ENCLOSURES, INTC. 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. t . = lVui enne r, MFD/bar 1 nr � lli, ri l _ lJ 1 J i i IJ C lJIJ I ;ti 1 `� FOR JrE t\T TIT -AT, /SCREEN ROOF r NONI - LOAD BEAiRIAIG 1'/Al I S 3D' fi'Tc� RO:r 8,1AV = �' CA51F BRACING %s •`' DkJ1?I ROD., $ AU \ PJDGLT) BRACING 11 r E UPE ` � .-f, Eiri (KILL T Ca �JNrl i� 72' H,3G1T \ Y :� RIDrf� BRAONG U» r 41P r. RGY BEAL! SDA14 —� M BEAU BAN — GABI F MANSARDDEVIL DETAIL ' C43LF BP.ACINC TO BE INST I I , FOR EkN, V (AR FPAUDN' IHEREal Ul oc mcL1 WAL HEIG41 SUITE E 13952 hh-^JCIr,1 UM LOJMN HEhir.T PJDELIVP1FE_=i ' SCREEN W,^•LLS-SCREEN RODE ' WIND LDA]S UP is77dPH,E:'POSURE C ' DEFLECIDN L27 S??N�— DEFLECi lON U150 SPAN > i SIDEWit I COLUMN CrAF FOR USEINCONJUNCTiO1J41'iIr' PBPUPIIN INTERPOLATION BET WECENVALUESIS PEPMISSIBLE VALUES IN DECPJ,-.L FEET. SIDE WALL COLUMN CRAFZ-IFOP, USEIN CONJUNCTION VviTH Z3:DW PS PURUN W-JIUR HEGI 1 3 CA=_F BRka.ING EXAVPL E A tRPOLATIDN BETWEENVALUES IS PERMISSIBLE • VALUES IN DECPhAL FEET. MUL7IPLYTHE COLUMN HEIGHTS BYTHE FOLLOWING FACTDRS70GETALLOWABLE HEIGHTS FOR DIFFERED WINDSPEEDS WIND SPEED FACTOR 140 0.95 • 120 1.05 ._ NOTE COLUMN HEGI­r1 MAY NOTBE EXTENDED FROM A VALUELESS THAN 12FEECTD A VALUE GREATER TH.All 12 FEET THROUGH THE USE OFA MULTIPLICATION FACTOR DUE70TBE CODE SPECIFIED CHANGE IN DEFLECTION LIMITS, Y.. g k r d azDacrxnec sz.R/�nc�xasar4s� � rzax ENpNEEFnN� INC ll COPMEET AL M?c;mm1p;G, Ra 26D2 pp�E �g OF 2b6 • AL EN0NFFPIur_ .imr n teem, _Fir AT E /ISTRIIrTIIP; // U r u �y Dr 2 Uz < D CL D L D L W Ir TY a.s LJ n,u U A » T VART-S —4— VARIES PLAN ViEk,i SEE BEAM/CDLUHN CONNE C T JN D_ � AIL i 5 v z 1, i c, ma r 1J L Ll y N P ui y �. w � 1 a i a O Li _ iU D r r N — n c -Xi E ry x L• p t. VARIES 1 !6-4a' .VARIES j�4, • �L,OB . '� -— _ O.C. rlJ ti � r ...� d u s _ � cI VARIES 1 CONCRETE FDOTER (SEE CONCRETE BE I AIL S FOR REQUIREMENTS) T IS ACCEPTABLE TO USE A 2x3xQ5Q PB UP TO 12, IN HEIGHT, D� A 2x2X,O44 DOOR JAMB EXTRUSION WITH A 1x2xA44 OB STENED, TO THE PEAR 2' SIDE OF THE 2x2 DOOR. JAMB 1JI I H-�Q-1/2' SMS AT 12' D.C, AND WITHIN 3' FROM END OF BEAM ID 12' IN HEIGHT. IF IT IS A NON -LOAD BEARING POST AND IS LESS THAN 9' IN HEIGHT WITH 3' HAXIHUH OPENING, iII IS CEPTABLE T❑ USE A 2x2x.044 PB OR 2x2 DOOR JAMB, FRONT ELEV11111 ATION L. ESE SIDEWALL--CDLLIFiN CSEE SD)EWALL COLUMN CHART) -- COLUMN (SEE ROOF REAM SPAN CHARTS) © ROOF BEAM CSEE ROOF BEAH SPAN CHARTS) DO SEE CHAIP. RAIL CONNECTION IIETAIL . EO SEE COLUMN/PURLIN CONNECTION DETAIL FO SEE PURLIN/BEAM TO BEAM CONNECTION DETAILS OR CHAIR RAIL CONNECTION. GO SEE POST/COLUMN TO CONCRETE CONNECTION DETAIL H@ SEE PDST/COLUMN TO CONCRETE CONNECTION DETAIL SEE GUTTER/FASCIA, AND'BEAM/EUTER CONNECTION DE ,A -LA JO SEE'CAGE BRACING DETAILS SCREATCI.�R O 2.2 DOOR HEADER. (UP TO 3' SPAN) a. x 11 . f I IAMIAM,I MAIL SLJ17E E PORT CHARLDTTE: FL 33952 PHONE (941) B27- 9D} L- -FAY- (mLi) R7L_ — e -ALD3CWLW N.TRUC.Tu'urS MASTEAA.PLa ~r ENgNEF3�N 1NC @ cope AL 1xc * mac, zDoz -- PACE $5 OF 2BB 'P7V7G'F.'7) -In /a /n!:, L '�' I .. 1 I I r — I I I— L• r i j ILL _ u< :O J Iv. T !�� L''C I O.C. G' - i]LVALL { ' •q ifS JI ^n- r I INS Si_,_1'= f f iE� V= C1 AliI z SCREEN; c I I_ lIT L Vi r-r �^ —[ CJ - �/Q I c I SEE CAGE %J ✓AP.?_S- j J CONCRETE FOOTEP, (SEE CDACF;� II ETE D[ ` TAilS DETAILS FOP F.EDL')P,EHEn'iS) iS ACCE=-'.I _ I..B_E n USL A 2x:r..O�D Pn UP r'ASILNEJ ICI THE REAR C' SiDE 01 THE EyE JDDF, r- D G Ur- ID !c' uC c LV iG'r'I F. 2r.c;:.G== DU ? J=H= CSTt I: !N ICHi IF ;i iS A JA.H. t IIY,=!2X.!-!!2' SM� L_E[r� ViT� ACCEFTABLC iD - NON-LOFJ BCAP!NG POST i 2 rO.0 r.Kil VTT�,ir1 S' �Y. n USL_ A 2.%Exq °B OR c-->:_ D AND iS LESS TH=N' 4' iN FrLIGc'i V H F? EN� OF rEAY. DDo r� JAHB. H=>'!HUH DFENiNG, 17 [S EEGF NL: FRONT El EVATiO y5 ChijSCP.p_NCP;ir !DEL'ALL CDLUHN' (SEE SiDCVaLL CD[UHry CHaPI: - C -[OVUM,, (SEEpGCjF BEAR SPAN u•c CC) PDGF ?[r.F1 (SEE POL•F BEAM ;FAN CHq,,TS) 1-'- SEE CHAP RAIL CDlvf:CCIiON D[IAIL �� 111) SEE COL UHIi/PURLIN CONNECTION DC;A;L (D SEE PUPLiN!/BEAH TO BEAH CONN[CTi0;,' DCTaiLS GQ SEE POST/COLUMN TO CONCRETE CONW[CTiON DETAIL S SIC POST/COLUMN TO CONCRETE CONETION DCTAiL O SEC GUTT[P,/FASCIA AND BEAH /GUT-,[ COI,'NCC7101.r DETAILS JO SCE CAGE BRACING DETAILS 0 2.2 DOOP. HEADER (UP TD 3' SPAN) FORT CHARLDI IL FL 33952 JLLWA, ✓ STPUCTIipzs }r.S,S''� PHONE geEp ( U 627-49ot ^I ENCHE�IA'G, IkC © ccr,jc-r.? >! GtT FAY, 24 (-'1) 0='-2352 AL ENGfNaRINC, NC — I FLORIDAUCENSF —_x; PAGE Bo OF 266 i : j FA Z - ) L �' I , % , T S C ; T-i_L 1x-2 Z L iJ Ll rr� U J WI.II vL p ❑ _ p � .O ❑L G�,r .� •c -e W o - L7 y LC o [ll c Rl N H L x n �-' J L ;- U aW• U L1 /ARIES NTE 6' 6y_4e' D.C, MAX, SIDEVALLIi I HEIGHT VARIESI SCREEN (TYPJ W cr\ le/11 ��2 c r ¢ d SCREEi,' �F � A p rJ 0 0 X X O x X Lr m le/,A K /SCREETd \�fa `c- �r rYPJ 2x2 x,044 P\ (, SPACING 1x2--,u44 D2 D,C, -I VARIES PLAN VIEW SEE BEAM/COLUMN CONNECTION DIE AIL \ rill Z//// VARIES l '-'-4e' P.C. �1 yo O . r IIIl1l... 111JJJ111 - -c LONCREIE FD➢TEP. CSEF CONCP_FrE DETAILS FOR REQUIREMENTS) IS ACCEPTABLE TO USE A 2x3x,050 PB UP TO 12' IN HEIGHT OR A 2x2x,044 DDDR JAMB EXTRUSION WITH A lx2x.044 DB STENED TO THE 2' SIDE OF THE 2x2 DDOP, JAMB VITH 1124-1/2' SMS AT 1.2' D.C. AND VI I HIN 3' FROM END OF BEAM llP TO IN HEIGHT, IF 1-1 IS A N➢N-LDAD BEARING POST AND IS LESS THAN 9' IN HEIGHT VITH 3' MAXIMUM DPENING, IT is 'EPTABLE TO USE A 2x2x,044 PB DP, 2x2 DOOR JAMB. u LEGEND; FRONT ELEVATION SDEVALL COLUMN (SEE SIDEVALL cm I IMN rwLPT) Q COLUMN tSEE ROOF REAM SPAN CHARTS) ROOF BEAM (SEE RDDF BEAM SPAN CHARTS) O SEE CHAIR RAIL CONNECTION DETAIL SEE COLUMN/PURLIN CONNECTION DETAIL �F SEE PURLIN/BEAM TO BEAM, C➢NNECTION DETAILS SEE PbST/COLUMN TO CONCRETE CONNECTION DETAIL HO SEE POST/COLUMN TO CONCRETE CONNECTION DETAIL QI SEE GUTTER./FASCIA AND BEAM/GUTTER CONNECTION DETAILS J� SEE CAGE BRACING DETAILS X�NSCRENCSKB Q SEE BEAM TO BEAM CONNECTION DETAILS Q 2x2 DOOR HEADER CUP TO 3' SPAN) 3871 TPJ,{),41,11 TRAIL, SU11G E PORT- CHARL077F, FL 33952 1j STRIICTZ7IdS TB { P j `'' PHONE (941) s27-49oT - PAY. all. ra. .. �.... ENgNEERINC--, THE © Copmem G1NIrEPIt7C-, wc. -2oo2 PAGE 37 OF 2-fiA .. —'-'_-- S PCI7,v SET',; EEN SCREV- SHALL '^T i<� r I E ., . S , a• - T'r:::r< �'•,;'j, nr: THE I n-_ n_ ❑� ETA?_ N,T_rdIMUP` DTIM-J!CE FPDM SC?.E'�' T�Jr=D==`Or Y,=1?3=R SMALL f,"JT 3' LESS' 7'r',='d D.5'. MU`_' I BE G2_,'.TEr k EGUAI_ TO `� f LL T'r'ICK!aESS p" uEAt. TDT1L � DF FPSTJ,'Er'Z TD DISM-Sr- FASTENER F4_q7j,'D, DISTMIC= HAIM CDMPI � FROM 11- CAL HDR?ONTAL FROM S[7c GDNNECIDN V V SPICE SPADING SP1CIfaG Dc-, 2z4 P 2D - '10 SHE 7.35' ,15' 0.5' 1.12' 1.14' 0.5' 2r4 S 24 — m1D SHE 7.35' 2,15' 0.5' 112' 114' 0.5',B 2x4 SM 28 — T1D SMS 9.5' 2,5' D,5' 12' 1,14' D.5' SMB 28 10 SHE 9,75' 2.5' 0.5' 1,50' 114' 0,5'2>5 32 - 10 SHE: 11.25' 4,0' 1 0.5' 1 2.0' 1 1,14' D.5' 32 - r1D SHE 12' S.0' D.5' I 3,D' 114' D.5' Fx7 36 - I'M SMS 14,75' 6,0' 0,5' 4,0' 1.14' 1 0.5 1 40 - =,10 SMS 14.75' 1 6,0' 1 D,5' 1 4,0' 1 1,14' 1 0,5' 1 44 - -1p SMS 1 17.5' 1 7.0' 1 D.5' I 5.0' L14' 1 D' 10 SI PER 0!) ?x9 SM3 j DE -JAIL SHOWN AS 2 2 SNP, DTH7, BEw,,9 AjpE S11J,1L=lp_ To f L T Df v F.45—ir1aE= iu D( JANC= FASST ' . Fr_TeNEP. DJYl NC= b CDNPLFtt ; KJx =CA: rorR20Z FjA Fr, 0).J. Sr= CONNEIMI DN 'c `n" SFJCE SPACINC SPACING EDSE 2x4 PB 2D - -1D SMS 17,D' 12,0' 1 - -- i D,90' 1 114' I 0,5' ' 2x4 S3 24 - -10 SHE 17,0' 2,0' 11,5' I 0,90' 1 114' I 0.5' 2x4 SMB 28 - =10 SHE 1 8, 75' 2.0' ' 1 1,5' 0.90' ; 1,14' 1 0.5' 2x5 SMB 1 28 - =iD SHE ; S.75' 3.0' 1.5' 1 1.90' ; 1.14'. D.5' 2x6 SMB 32 - �1D SMS 1 B,75' 1 4,D' 1 1.5' 2,90' 1 1,14' 0,5' r 2x7 SMB 32 - #10 SHE 11,0' 1 5,0' 1 1.5' 2.90' 1 114' 1 D,5' 2x8 SMB 36 - t10 SHE 11,0' b.0' 15' 1 2.90' -1 1.14' 1 D,5' Ex9 SMB 1 40 - #10 SNS 13.25' ; 7.0' 1.5' 2.90' 1 1.14' 0.5' 2x10 SMB 44 - 'r10 SHE 15.5' 8,0' 1.5' 1 3,90' 1.14' 0.5' - 9 SCPE4,'S - - - - - - - - - ---PEP, -SPLICE - C36 TD T AL) 125' FLAT BAR oaofl 0000n L o0P PnunJ 2r.9 SMB 2x9 SMB DETAIL OD _ DETAIL SHOWN A.5 2x9 SMB DTHER :SEAM ry SI IM LAf3. 13B71 TAVIAMI TRAII_ SUITE E dLlT�CIAII3C STRI7CTDPES 3C�5T�R PRdN PDRT Cri IBFL 33952 Q} 6 C CDPYE[CBT 4I fiGIIiE t'� G, IliC. 2D02 P�G� 47 OF 286 PHOXF- (941) 941) b27-49D1 • - -.-- O ----- - '-- '- - 1 SCREW BOSSES - EACH SIDE \. 2`x3'x.050' PB '. JIlt; ur brvAr aLAM iI A DEIrIL MINIMUM 1' CENTER —TO —CATER SCP_F-W SPACING MINIMUM 1/2' EDGE DISTANCE . 1 1/2` x 2 lid x _D52 DETAL Lei NOTE: THIS DETAIL IS ACCEPTABLE FOR USE iYl4 A 2'x PB AS THE PRIMARY BEAM. RECEIVING CHANNE? 1TYP. \� (SECONDARY) iYlr� PJP,UN/BE M IrpSMSINTO DTr,' SIDES] I 10 SMS EACH SIDE a_CONDAR-/BE,'M (PURIJNJ O 2 x 4 SMB, SB OR PB I, 4 3 (SECONDA'", .0 � O Dx3/-' 5M5 2 x 5 SMS I J 3 IPURUN/7EAM O �\� j } 2 x n SMB 1 5 � � c \\Jj <4 J'J 2x7SMB I B 1 5 I C;7 2x8SM3 , 7 1 5 _ + i 2x95M9 I 8 I a 2x10SMB I H I 7 t ' SEE SCHEDUL FOR FASTENERS DEiAIL it r _ SMB 1 TYr'_ SUB PURUN-(SECDNDARY) NOT: ILLUSTRATED AS 2x4 SMB SECONDARY f PUP.UN / BEAM MINIMUM 1' CENTER-TO-CEN-J-LR SCREW SPACING MINIMUM 1/2" EDGE DISTANCE FOR s'12 SMS i' EDGE DISTANCE FOR f 0 SMS 2'x2'x.044' PB 2;x D? INTO EACH SIDE OF PURUN :JYP_ SMB OR SNAP BEAM Y(2) - JIG x 1 1/2' SMS 1 1/2 % 2 1/H x .062 INTO SCREW BOSSES RECEIY,NG CH NN- _ SNAP $EAM —dI SIDE 4 e R. SMB OR SNP A TAIL NOTE: THIS DETAIL IS NOTES: MINIMUM T CENTER TO CENTER SCREW SPACING. ACCEPTABLE FOR lJSE MINIMUM 1 A7' r`F�7ra -rn rru-=o nirT..�..r- -tuGE OF fntMBER. WITH A 2'x PB A5 { THE PPIMARY BEAM '��5= `���ti,SP,L'DI7� F,L 33 SZE � �LU3�tTa3l STBITC7DiidS �ST�R PI.dN' �r.��oxE=��s13`�z��so� ENdNEr�ING, 1NC. (c� coPXecHT .e1. �e+Gu7>;�.nic. a;c_ zoo2. SAC'-n, .4-A �F �Ra p.K/ IL DE -1 AIL /| 17 HAAM E P3, SNAP DR si3 CHAIR RAIL w mTERIOR — -- - --' —cowxEcnom----- - -- ''=�p,xe«-- ------ - -- -----� — cowx cnot,4 cowwccr/ON � '--'---ETA7L | RECEIVING CHANNEL THICKNESS MUST BE GREATER OR EOUAL -10 VALL OF RAIL 3137J TAMjAPi TRAIL, SUITE PORT CHARLOTTE, FL 3:3952 E -ACE 52 OF 25 111E 2'x4l' S2, 2'x4' SMD' OP 2'>:D' SN,B COLUMN �— SCR E14 2'x2'x.125' ANGLE EACH SIDE 2'x2'v.125' ANGLE EACH SIDE OF COLUMN VITH rl2x3/4' SN,S (2>- l2>:3/4' SNS EACH SIDE SPACED A HINIMUM DF 1' D.C. (MIN, 1' D.C. SPACING) {SEE SECDNDAP.Y ArdGLE SCHEDULE) 3/8' POWERS VERGE rDLT CONIC, ANCHOR o0THRU ANGLE S.i'x2' 03 INTD CONCRETE EACH SIDE (MIN. 3.5' EMBEDMENT) 0 0 li 1'x2' DB BA_' PLATE (TYP.) 3/2' PDI/EP.S VERGE BOLT CONCRETE r ANCHOR THRU ANGLE INTO CONCRETE AT Al.,' EMBEDMENT OF 3.5' HINTMUH < (SEE SECONDARY ANGLE SCHEDULE) 3' MIN. P I — FPD N�r. GEL'NDTEi DETAIL ILLUSTPATES TYPICAL DSt III�IIII I 2'x.4' SHE COLUMN CONNECTION Es3 VIEW NOTE, DETAIL ILLUSTRATES TYPICAL 2'x4' S3, 2'x4' SH3 OR 2'x5' SP,D CCLI,HN 2'x4' SHB COLUMN -CONNECTION I (2)--12x3/-'.' SMS EACH 511E tMIN. 1' D.C. SPACTNG) SCREEN 2'x'c'x1'c5' ANGLE 3/8' PDVEPS VE I SE BOLT CONC, ANCHOR I THRU ANGLE L 1'x2' D3 INTO, CDNCRE T E (2)-=10x1-1/2' EMS I EACH S'' E (PUTN. 3.5' EPKI)PENT) EACH SIDE I 1'x2' D/3 BASE PL T E (TYP) A r� F=mil---= G I t t/4= MIN. CONCRETE 2500 P.S,T. CONCRETE /i G j ANCHOR EM3r 1 HENT _MAX SPACING MAX HAX. 24' O/C 6' 6,— HAX SPACING 2=' D/C ITEI DETATL.ILLUSTRA ES TYPICAL 2'x4' SMB CONNECTION. PP,IMAP.Y SECONDARY ANGLE SCHEDULE CONCRETE DECK: EDGE 2'x2'x,125' ANGLE SCREE y 74'(2) -T-AL —I-0TAL ' y IE ni2x3/4' N z - - - -ANCHORS- _ SNS- ^ �3 1'x2' DB BASE PLATE (TYP) - D 3/8' POWERS WEDGE BOLT CONCRETE 3f8' ANCHOR AT 3.5' MINIMUM EMBEDMENT 2'x 5' f2) )IB' 4 iu O SECONDARY r.2'x,12 2'125' ANGLE (SEE SECONDARY ANGLE SCHEDULE) CS - SMS TYP, NOTESi Cl) ALL 1/4' CONCRETE ANCHORS TO BE PDVERS POVEP.-B L S CS P 1' D.C, MINIMUM) (0R EQUIVALENT) r' 12x3/4' SN,S 2'>,4' SB, 2'x4' SHB 24' D.C. FOR SHB (2) CINNECTION IS GOOD FOR 3,475 PDUND___ LiF-f, DR 2'x5' SMP COLUMN SPECIAL ENGINEERING IS E D JIP.EII `D` EXCEED 3,477/NITS. TAP VIEW (3) Cp3NECTIDNBEr pNt j+iNIMUM41EE¢DISANGE PLCD7 A� 2' SPALIN F Ft,ASTE P,S,✓ �� 1:i _ a 3871 �RL IAuI TRAIL. SUS E �LD3C�'uw ST1iTiclul ES 3C�STX13 PZdN PORT 41)7'IE FL 33952 d� G IfiC © GOFmcm t�GIID G, IHC, 2002 P 59 OF PHONE41) 62Z__901 LLu 2'x2'x.12` ANGLE EACH SIDE ;:2';..12 ANGLE EACH S?LE OF COLUMN VI7H a10 SI,S j (SEE SCIDI"DARY ANGLE SCHEDULE) 2 EACH ]0,:3/,' SI,S EACH SIDE (M1N. 1' O.C. SPAC11dG) \\ 0 V 3/0' RAHSET/REDHEAD LDT TA.PCON THRU "Jo eHr TO BC SPACED � O a PRIHARY ANGLE E 1'x2' OB EACH SIDE IN7❑ A HrN?HUN OF 1 O.C. H CONCRETE (N,Rd. 2-1/2' EHiEDHE1JT) �rrrl o rrn/--.0, . OB BASE PLATE (TYP.) H1NrHUH 2500 P.S.r. CONCRETE 2/8' RAHSET/PEDHEP'.D LD7 7APCON 7HRU SECONDARY ANGLE EACH SIDE INTO CONCRETE (HIN. 2-1/2' EPOEDHENT) NOTE, DETAIL ILLUSTR.. TES TYPICAL 2'x6' SHB COL UP,N CONNECTION NOTE, DETAIL ILLUSTRATES TYPICAL 2'x6' SHB COLUHN CONNECTION SCP,EEN SHS— LAC;; SIDE '/-" CONCRETE Ah'CHOR— (HIMNUH E HBEDHEN T ) L 9 rN III!I=IIIIIp- �2, FROM III EDE I- —1 r OF SLAB �TDE V�E1,J TYP. 2'x Slug COLUHN (2)=10>:3/;' SHE EACH SIDE O.C. SPACING) 2'x2'x.125' ANGLE 00/z, 3/Fi' P,AHSET/REDHEAD LI:-T TAPCON I' RU PRIHAP.Y ANGLE & 7'x2' D3 EACH SIDE INTOONCP}TE CNIN. 2-1/2' EHBEDHENT) 1''x x2.0-- O3 BASE PLATE �� I I (Tv.) =====1= CONCrEIL I G H!N, CONCRETE J ANCHOR EHBEDHENT _MAX SPACING_HA•X• L HAx. I 2=' O/C b' 6.HAX SPACING 24, O/C F R01��1 VIEW �PRIHAP,Y 2'x2'x.125' ANGLE I CONCRETE DECK EDGE NOTE DETAIL ILLUSTR=.TES TYPICAL SCF,EEN� 3' c 2'x6' SHB CONNECTION, M!N'• SECONDARY ANGLE SCHEDULE I~I~ COLUMN TOTAL TOTAL 1� O 7'x2' O/B BASE PLATE (TYP.) SIZE CON'CRE- SM8) ANCHORS SHE - - - --^ - - - 3/8 P.AHSET/P,EDHEAD LDT TAPCON 2'x 6' (q) 3/B' 6 1 O O INTO CONCP,ETE EACH SIDE 2'x 7' I C=) I I (MIN. 2-1/2' EHBEDHENT) 3/8' 6 I( N SECONDARY r'x 6' I (4) 3/8' 6 2'x2'x,125' ANGLE 2'x 5' LEE tq) 3/B' I 0 (SEE SECONDAPY ANGLE SCHEDULE) 6 I i 2'x 6 II NOTES, (1) ALL 1/q- CONCRETE ANCHORS TO BE POVEP,S P➢WER-BOLT 1. 10 SHE SPACED AT 1' O.C. "I EPUIVALENT) MINIMUM (SEE SECONDARY �72 x3 / SHS (2) CONNECTION IS GOOD FOP, "1 000 POUNDS OF UPLIFT. ANGLE SCHEDULE) 2 2q' O/C FOR SHB 2'SSPECIAL ENGINEERING IS P,EDUIRED TO EXCEED 4,000 POUNDS. x HB OR SB COLUMN (3) CONNECTION IS BASED ON 3' MINIMUM EDGE III NC ' _ AND 2- SPACING OF FASTENERS. I _R �ccnsro TAP VIEW 3871 TAM'IAMI I AIL SUITE PDRT CHARLOI �L FL a3952 ALUMINUM STRUCSTIRdS PHONE (94i) 627-4901 '� G7iCA cXC, 1XC ©C01'7'WCIiT ' r�Gr3r , . FAX: 09 1) 62�2382 ' AL ENGINEERING, INC. FLONpA UC NS ..1 , Ne C. 2002 MpAU-F 60 OF 266 r 38?1 TAP11w -,PwL —SUrL POPT C""'RLOT—'L FL 3.3952 P Hol'L (9<1) 622-901 FAY. (9il) - . . I PLIFLi.Nl -NCL� L 6 C . LE C;OP . .1kL uyit': L✓ S7PUCTU)Dfy @ Cop y4S7'ZP Pi.�„ C. N AL ri n.-i' NC 2007 I it I � J E BIj/-_I1fi OR C /'-,I{.I'1 iJIL. I )I 4_111 TO 1/� �1T j lx2 Da (OPTIONAL) 2Y2x,093 ANGLE—, EA, SIDE OF BEAN, '.SEE SCHEDULE) V 114' LAG SCREE -VS OR 11- CDNCRETE ANCHDRS WITHIN 5- IYP. S,M,B, I -!)HER S11 E OF BEAM AND A-1 $i7E VARIES ?=' D.C. L2' MINIMUM DE TAIL EMBEDMENT) 1Dx31-' IS EACH E.-^.cH sIDE� (S Exlsr!NG C>JNC, TIE DEAL; (SEEA ATTACHMENT ACHMENT SLH�ULE) DR W%I 11 n F?.AMA 11AI 1 2x2x,093 ANGI F EACH SIDE E OF BEAM (SEE SCHEDULE) 1/4'x2-1/2' LAG SCREWS SMS OR 114'x2-1/4' CONCRETE ANCHORS EACH SIDE OF BEAM MIN, 2' EMBEDMENT (SEE ATTACHMENT SCHEDULE) ATTAG4NENT SGiEi)UL E BE )l U.ASONARY N'AI! WOE) FRkV..E WALL MARK BEAM sa #10 95 CONCRcIt ANgi0P5 1/4' LAC SCREE EACH 9DE EACn 9DE EAM SIDE 2x4P.B. 3 I 2 2 - - 2 -- - --- - - 2x55UB 3 2 2 � © I 2x6SMd { I 3 2x7SM6 5 I 3 3 0 2xBSµB 6 4 4 2x95MB 6 d I 4 fl 2x1DSMS 7 4 NOTE' ll CONCRETE ANCHORS MUST HAVE AN ALLOWABLE NUM 3ANCE, WORKING LOAD OF 25D POUNDS AFTER FACTORING '2' PA IN ' EDGE DIS 2) ALL FASTENETRS MUST BE INSTALLED PER THE MANUFACTURERS RECOMM,ENDATIONS7xM-TRUC BONS ` 3BEP, ) OF C➢NCP,ETE ANCHORS AND LAG SCREWS INCLUDE THE FAS3E I`CTS `FHE 1r.2 TL1 � WALL. - R HAONNEC 3B7.1 CHARLRAIL SUI7E E �71 BTRucTrm; PORT GIAIAMI T. FL 33952 PHONE (941) 627--49m ENONTRINr, mir. (,-) rnavnm .. ____ t �. - : r�—*^----{-- � 1". or. f rs• ,a. -r � tC T.i •L +"8tai"xy,jG �yl'f, } e �� r.;"8k r�'„� a>r FASCIA LAG SCREVS W/3/4 0STAIfdLESS STEEL WASHERS It,'TD EACH RAFTER SPACED AT 24' U.C. KAY.IMUM (MINIMUM 2' PENETRATIDN) O(4)-1/='x.3' LAG SCREVS W1314' STAINLESS STEEL IJASHERS AT EACH CLIF FASTEN GUTTER WlC2>-1/S' LAG n 1 3.5'xD.100' ALUMINUM ANGLE CLIP SCREWS W/3/=' STAINLESS OtI) AT EACH SEAM LOCATION STEEL WASHERS SPACE!)12' - D.C. AND STAGGERED 2' APART CMIN. 2' PENETRATION) AT EACH CLIP (")-r14x3/-4' SMS Ih' TO GUTTER 0' N,INIMUM SEPARATION) 1-112'x2-1/B'x0125' { CHANNEL (EXTERNAL) 2' SHP (SF- SPAN L:;AP.TS) r (5)-4212x3Ji.' SMS EACH S�� E ` IS/1!D (MINIMUM 1' SEaARA I DN AND I` Uss pPPDD I I Tr i J?' FROM D PAg j =8 EMS THRU CHANNEL INT DE.-'.M c 14x3' LAC SCR*' \ 1 R-CFTVING CH=,NNFI WSIH 3/=' STAINLESS STEEL WASHEP,S-DPi1DNAL 3EAM CS �--SIRUL'TURAL SUPERGUTTER CONTINUOUS ANGIl' 1x2 D/3, OR WOODG WDGE TO PLUMB GUIiER WHEN REQUIRED IW 1� A .�OY�053-1b 1-1/2 1-1/2' CHANNEL SECTION NOTE, DE I AIL 1.) AL ENGINEERING, INC, DOES NOT WARRANTEE DP. GUARANTEE, EITHEP, EXPRESSLY OR IMPLIED, THE STRUCTURAL INTE13RITY DF THE EXISTING STRUCTURE. 2.) CONTRACTOR SHALL VERIFY STRUCTURAL INTEGRITY OF HOST STRUCTURE. 3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAX, DVERHANG WITH A pl Pm US SPACEII 2.4' D,C., TO EXCEED THESE PARAMETERS SPECIAL ENUINEEPING IS EQUIRED97i BTGGTFDR 6 io 3871 TAMIAMI I -FLAIL, SUITE E C V v .GLD3CINZ73C STiirIC�RCS 3Cd5'�� '�.Ldh�-�- PORT CHARLOTTE, FL 33252 WHEMIG )NC, O CDFYIIC-BT4AL �&CIWC. 2D02 PAGE 87 OF 2813 nunuc- /n�al ram —tom - I I — E— OD C-P-11D.N"Aj =10;: I U. r El; SU P CU I_�. f E � I II I i__,---- ' Lir: =LICE c G'ITTEc I I � i II it 13CN aI+G! C iO f i DNviENSInINAL VIEVV !) CALCULATIONS APE BISIEll (11: THE E):1ST1NG STPUCiURE HAVING F2- P.A)'II'.UN, O'VERHAN;; LIFFI A. N110NUk Oi C:; E S�+CCD 2 O.0 SPMAL ENGINEER;, G ]S F.COUiRCD Jrt ORDCP. TGEXCEED THESE PF.Rr-..r,CTC S. COrdr.'CCTiOid Or GUT TCP TO FASCIA, TO FC NADC IN ACCORDa VITHJN THJS MANUAL dCC L!iH THE UeTCR'- Ci='COrwaCCil ',. C r:'i .NCO dGC k TAI+IAUI TPAIL. SUIIT E PORT CHARLO IL. Fl 3355,- PHOY.� (5,i) 677-=crn AI.UyjNUy S77/FUCTURL i✓-4STrR P� l L rT.'lll. Q'C 1�l CD�I��G:i Si. FA U. W 7-.4 r. nr I :L is T• " '1 In � � '� L iL' •.1� i i r_,EL,r NE, -i;_LIC [uf:5iS7 N E iU G-.Lv. S-L=TE <<a( \�-SvEiG: �- '6' AN'CHL!F COL 7 R>;PAIV' S)DA' BGL-1 C■7f�EI�RC7C.i 101-vt PACif1i1 rol of I r. o I I I r,Li_ fi t_ q LL pL ATT FFONI vjp1. - 01'�C'f• 1'� u1zo ;a 3871 TAWA.'-!! I�'PA L SU!7L C POET CH,P.LOI-L FL 33952 PHONE (oii) 627-e9Ci FAY, (SNi) 62t-2382 09lLCENlNU&, STPUCTUPtC Vgs :J1 @ COFYF'-Ct�:GR,r�.{NG. QGC 20G2 Code Compliance Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1168 Review Comments Page 1 PROPERTY INFORMATION Address: 5102 INDIAN BEND LN Owner(s): Unit# : Alan D Edwards Patricia A Edwards City / State / Zip: FPR FL 34951 Par !el # : 1312-800-0013-000/1 Jurisdiction: St. Lucie County ZoniIng: RS-4 Lot # : Block: APPLICATION INFORMATION Perm t Number: 0503-1402 Application Type: Building Permit w/o subs ActivIity Type: Renovation Other Activity: Permit Type: Pool Enclosure Stories:. 1 Automatic Sprinkler System? ❑ CONTRACTOR INFORMATION Contactor Name: WESLEY MATTHEWS Business Name: AAA RE SCREEN AND ENCLOSURES INC I Business Addr: 5875 MINING TERRACE 104 City I State / Zip: JACKSONVILLE, FL 32225 Cert Number: Review Type Status Reviewed By Date Started Date Completed Date Released Plans lEminer Review Incomplete Kathy Cicio 04/11/2005 f1 6/mment: NEED RAISED SEALED LETTER FROM AL ENGINEERING ALLOWING USE OF THEIR MANUAL 2 VComment: PLANS ARE INCOMPLETE -NEED ALL FASTENERS & CONNECTIONS HIGHLIGHTED DATE DIME FAX NO./NAME DURATION PAGE(S) RESULT MODE TRANSMISSION VERIFICATION REPORT TIME 04/11/2005 12:`55 NAME FAX 7724622522 TEL SER.# BROL2J853904 04/11 12:55 819042681501 00: 00:14 01 OK STANDARD ECM