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HomeMy WebLinkAboutPLANSRECEIVED OCT•l 5 2018 Permitting Depart St. Lucie Coun SO°05'48'E FIR 5/8" (NO ID) 0 C� C; 0 w c� 141.20' FIP IKIn /� Gd �GRt=� cSZ�>r3 L 'Jos / FIR 5/8" (NO ID) NOTABLE CONDTIONS: THERE ISA REAR lO' PUBLIC "r1 AND DRAINAGE EASEMENT. THERE ISA 6' PUBLIC UTILITY AND ORAINAOE EASEMENT ON EACH SIDE. IN T, B!,G1: M S"►: LUC:IE COUP) BUILDING DIVISI J REVIEWE Q Fr''> COMP REWEWED r l' A I f ZS 1$ u� PI..AWS AND P RI IT MUST BE I4EPT 0 J B OR m NO '11— x"c-fj0N WILL 8 - MADE N ESE PLANS AND ALL PRO OSED WORK iz' E SUBJECT TO M/ GO,�ih C T lO�dS #990 EQUIRED BY!'� :La u:,,r';;I., , a 1 NE STORY FRAME,�' w� �• Y BE WECE3Sgf�(!�� 4.1!) 9 TO . RESIDENCE:,, ,;�.® �._ OMP1,YWfTi�>wi� r12°I„If,�'—� CODES. ra FIR 5/8" (NO ID) NO°05'48.'W EARING145,74' P,0 P BASIS C� lCFALED FASTENERS 0 ATT""ENI� EMERALD AVENUE 7 ARE THE RFPOrrSIEI ITY OF THE (60' R/W) 18' ASPHALT ROADWAY "'; NNE® � St LU !aY County PROPERTYAPPEARS 10 BE SERVICED BY PUBLIC UTILITIES. ALL BEARINGS AND DISTANCES SHOWN ARE ARROW & RECORD AND MEASURED, UNLESS OTHERWISE.SHOIVN. PU�D.E. � PUBLIC UTILITY AND DRECORD EA ;PoyNORTH GRAPH BEARINGS ARE BASED "ONTNE RECORD BEARING FOR THE EASTERLY RIGHT OF WAY LINE RING F ✓oR..Is - ' s . OF EMERALD AVENUE. 0' 40' 1"=40' PiRcn'nnr uSl2a , I1RAt5'NBY , RE '°" KNOW IT NOW, INC.a� ' REVISION 'I i�I!Lftll IG'- •,i+ loa•. •, jievl�jo•v �� y u PROFESSIONAL SURVEYING AND MAPPING AIM r,l 1. p p: ' •,� RRV7SION.— RevlSroN. REV 5220 US HIGHWAY 1, # 140 �@ ' REvov. wXON VERO BEACH, FL 32967 4 FLORIDA BUSINESS CERTIFICATE OF AUTHORIZATION NUMBER LS 6912 PHONE - /888) 396-7770 WWW KINSURVEY. COM . A _ 1 RECEIVED OCT f 5 2010 Permitting Department St. k"GIe County iy— — PANEL y\ i 1TRUS'`TO FA EXIST S OM, CHANNEL AND 0 12' 2' MIN. FASCIA O.C, MAX. TO FASCIA NOTE: FASCIA -MAY BE BUILT UP BY LAGGING NEW,.1" MEM. TO OLD/ 2-1/4' x 3=1/2" LAGS/TRUSS OR RAFTER.-. '` 2" SUB -FASCIA BEHIND-1" FASCIA_ IS- ALSO ACCEPTABLE. FASCIA CONN. N _ d 2 c� =m o~ Uw X d i AL KICK PL OPT: USE 202 TOP ATT W/1—#2 ® 8" OA en HOUSE INS.' •. _" CONC. WALL - BEW -- 2-1/4"X2-1/4" LON 2"X2"X7/B" CLIP ANGLE THRU CLIP ANCHOR EA. SIDE 2 - #4 OR CONIC. WALL.MO EXTG. W 3- 2 FA LIP TO BM. (TWO EA. CUP. 4/BM) FOf 7 BEAMS OR FOR 9" BEAMS Oft GREATER GREATER. R_ USE 3 - #4 USE (3) TAPCONS. BM TO HOUSE CONN. BEAM SPAN I SEE SCHEDULE VARIES ROOF PLAN A BEARING WALL SEE COL. SCHEDULE (SHT. "B2") 7 3":1.".'•;:'::;.. CQL':;:•::;i:: - EL-EVATION- �- CAR PORT .--•. SCREEN •� •:� RING:::VdAI! . . ••::�':.8-O.:A�A)fc::•;;.;;. •' E .:�.Ft' .:.N;.y. •.SCR EN.. :' .'•:'•:::':':::•' '' '::'::'•::: •; ,...COL: ..:...:..... CHAIR RAIL :'.''' PER SCHED. CDF COL:' - ——.::x'.':t-{dam .��nx".i. - -- ::`: `.ii �'•. L• • •;;;;;.:: CONNECTOR 34 34 II 1' If 1� EXIST. MOBILE - - HOME 1/4" AIR GAP J O (M0BILI''•:'.'-fl6 tt.• :'•:: •' : ',-MAX. COL. HGT. .• PER TABLE rE& SOT. 3/PANELC , X 27,'LONG 1� CLIP ANGLE W/3 �I II #2 EA FACE I i II 202----[]It 4LBd 11 COL SEE ANCHORING — DETAIL FOR CORRECT SPECS (SHEET "C") 1X2 ti; SECTION .B-B (8GREEN--ROOM) s SEE TABLES OR SITE SPECIFIC 'CONN. TO BE CONT. I 1X2 (SNAP MAY BE USED) TOP TO BOTTOM OF PANEL OF 202 ALL JOINTS ELEVATION C FASTENING SCHEDUi :,'•:';'::'• #1 14 TEK SCREfM%HEX HEAD SUN ROOM I 2 — 3 — 10 S.M.S./ HEX HD. 1/4" X 2 1/4" TAPCON ANCHOR PANE 4 — 1/4" BOLTS/WASHER/NUT V 1 • 5 — CLIP ANGLE,.125" MIN. THICKNESS 202 6 — #12X1" LG. S.M.S./HEX HD. uz SCREWS CARRY BEAM 7 - 1/4" X 3" LAG SCREWS MIN. 8 — 1-12 1/4" LAG*, WITH 1" WASHER EACH SIDE) 2"X2"Xl/B" THK. (LENGTH 9 - 10 X 1 1 2" S.M.S. HEX HD, # / , / COL DETERMINED BY SM. SIZE Rp COLN W' SCRERVES —CLIP ANGLE, 3/32' MIN.THICKNESS 1NNLIfEANCHORED 15 SCREW5�NAIN.� *LAG BOLT LENGTH TO BE 1" LONGER THAN ALUMINUM PANEL THICKNESS CARRY BM. TO ALUM. COL. CONN. DETAIL INSULATED ALUM. PANEL DETAIL SHEET: EXIST. DRIP CAP AL FLASHING #8 @ e" C.C. THRU BOLTS IERS & NUTS OPTIONAL FLASHING ---- --- - %PANEL T&B C PANEL #3 ® 12' O.C. TO CONC. #7-•16' O.C. TO 2 X 4 STUD H-2 OR H-3 PANEL TO WALL CONN. .. 11 #5 (EA. SIDE) W/ 2 - #4 y A' II0 . (W/ - #7 EA. CLIP AL. FL'G. 4a •d;x; OPTIONAL TRUSS 0 � . �01 BEAM 2 W MIN. 2" FASCIA !I FOR 7" BEAMS OR GREATER CORNER COL ',� USE (3) - 04 Sc (3) - #7 " BM. CONN. AT FASCIA #8 ® 8" BOTTOM P T-2 OR T-3- 2 - /8' THRU- BOLTS WINDOW �"•:..:;:;.. ::•::: FRAME `• :'•' : '•: ;PAP COL T-2''ni;•:')'::;3:':;'•;•''::• '• J� vl•.; [GIRT :::::•:::`.;:'ECTION• C—C AR:F?FT) :':• '' :'•:::::SUN ROOM} S FOR :F7QUi♦7f3 sei+Ni::AtJD COLUMN SIZES. Vt''HOR txz'•to:;2dz•::•:•:;:�:::�''�•'• CARRY BEAM PER SCHEDULE /8')14" Lb-TAPCON TO ffi (4)-#5 TO COL (i l) —z-- i 1X2 OPTIONAL- 202 1 1 202 caWMN--/ 1-2-62 (1YP•) INTERMEDIATE COL. FOR SCREEN ROOM II°"B"C . 2017 IEDETROM & ASCIE 7"10 ANCHOR WINDOW OR 302 W/ #10.. 16" O.C. MAX,.%'A SIDES TO BE':P1Q' FROM ANY...- T 48" TYP,.., 032" R — 2:'•: 't•'':':' c'::;':'{:QA11: DEf. ANEL MAY R — :?;'•;' :;'• • $.;.::.•4 PLYWOOD AL TK. ALLOY 3003 — H1 '..;i:AULJfi}NG OR EQUAL WINDOW ' :':: `•::'Sl AL'jOTIy7;::•:;:v;¢:. o ° o o ° o FRAME BY ' : Gili$;r:A't?:'' 0 ° o ° o C60TIP116iN i7 :t io eo WINDOW :,:'•;;4ULKIIVG p'a °0 0 0 MAN,Ul CT. ;;::;.,,.;:,::. 60 0 0 FROM TABLE OR FL PRODUCT APPROVAL MIi�l:'-:? L•jFPITCH IS Y4" PER 12", MAX IS 6" IN 12" CHANN ROOF PANEL CONNECTION ::LONG ®'::'::::;:::::::.'•: FRONT ELEVATION .:;ON ALL #HAN 2" ©�?:::•::... ROOF & WALL PANEL DETAILS PANEL SCHEDULE: ROOF PANELS #2 @ 8" O.C. EA. SIDE FOR COLUMNS 5" DEEP OR GREATER INSTALL ADDITIONAL 2"X2"X2'X1/B" ANGLE EA. SIDE OF INSIDE OF COL W/3-#6TOCI BOLT (WEDGE ANCHOR) TO CONC. EA. CUP ` 2"X2"X1/8" X 4" LG. ANGLE EA, SIDE OF COLUMN W/ (4)-014 TEKS TO COLUMN & (2)-1/4- )-1/4" THRU-BOLTS TO CARRY BEAM ' `W,, O.C. .31 E #3 0 18" O.C. —� PANEL L/80* 12' SPAN OR LESS L/120 L/180* OVER 12' R — 2 11'-6" 12'-0" -- R — 3 12'-0" 13'-6" -- R — 4 -- 16'-2" 13'-10' R — 6 -- 20'-8" 17'-10' R — 8 -- 24'-4" 21'-3" * = FOR USE IN HVHZ AREAS ONLY 2'X2'X2" LONG X 1/8' ANGLE EA. SIDE OF COL W/4#6TOCOL& 1 - 3/8 X 4" LG. EXPANSION BOLT (WEDGE ANCHOR) TO CONC. ® EA. CUP •--9c v 0 FD TO BOLT (MIN.) COLUMN ANCHORING DETAIL per Cjt�'� S j�rin 1� 4-#6 TO COL (fYP) r �y�epa'nQ, 2 ALUM. CARRY CUP ANGLE COL 1 3/8" X 4" LG. EXPANSION ALUM. COLUMN gEp�{ BOLT EDGE ANCHOR) TO CONC. ALT. CARRY BEAM c 2 PER COL TO COLUMN 1X2 1X2 ELSEWHERE !po n #8 THRU PANEL, BM. 8" C.C. o ®2 111" c C " (LTMOPN )) 2"X2"X1/8" X 2" LONG CLIP ANGLE W/3 - #2 EA. FACE FiG DELETE 1X2 FOR OPEN PORT (TYP.)�" 7 FRONT ELEVATION to V NOTE; ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS. 0 K ALL ANGLES, SECURING THE COLUMN TO THE CONCRETE TO BE 2'X2"X1/8')(kO- 0 LONG. USE ONE ANCHORS PER CUP - MIN. TWO ANCHORS PER COLUMN IN CASES, 3/8' DIA. BOLTS ARE T0, BE EXPANSION TYPE. (SEE ANGLE TO CONC. DEIA EXPANSION BOLTS .TO BE 'HILT) KWIK BOLT II" SYSTEM OR EQUAL 13/8" TAPCON MAY BE USED IN LIEU OF 3/8' EXPANSION BOLT SEE GENERAL NOTE- 4 FOR ADDITIONAL REQUIREMENTS DATE 01 /01 / 18 ENGINEERING BUSINESS CA 00009677 SCALE : -N.T.S. TARNOWSKI SHE ;_ '`�': ENGINEERING CIVIL & STRUCTURAL ENGINEERING 60 N.W. 5th Street Phone (954) 727 - 2027 Plantation, FL 33317 Fax (954) 727 - 9644 wrl . 1OWSrCi P. . THIS DOCUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING, t INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART STRUCTURAL ENGINEER - FIA, UC. 0050662 WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC. 18X14 MESH I ALL CALCULATIONS ARE BASED ON THE FOLLOWING CRITERIA: 1. FOR SCREENING WITH 1BX14X.013" MESH SPANS ARE BASED ON LOADS FROM FBC TABLE 2002,4 _LOADS-ARE-AP-P-LIED-SIMULTANEOUSLY-TO-WALL & ROOF 2. 30 PSF ROOF LOAD, 22.7 PSF WALL LOAD _ 3. WIND LOAD = 150 M.P.H. / EXPOSURE C / CATEGORY II 4. DESIGN MEETS L/120 DEFLECTION REQUIREMENTS COLUMN TYPE: 4X4X.090 LOADING = 33 PSF AREA = 1.45 ;l{•::-: j $ 1=:3;7Ij;:;:;:•` COL SPACING 4 5 6 7 8 9 10 11 12 13 14: •. 15 i;B:'•; ;•,::17'• •; ,16. •;,::ti9::.:';20 4 33.2 29.7 27.1 25.1 23.5 22.1 21.0 20.0 19.2 18.4 1.7;8.:'.17•.1 16:6 ': 16:•1 •:Ts7.• :•15.4 14.9 5 29.7 26.6 24.3 22.5 21.0 19.8 18.8 17.9 17.1 16.5 •:1.5.9: '•:i53• 14.9 '•:7.4:4'•:':•'fU'::13:6 13.3 6 27.1 24.3 22.1 20.5 19.2 18.1 17.1 16.4 15.7 15.0 14:5• :-14:0-' -.A 3.6 13:2 • : i•2;8 , ':12,4 12.1 7 25.1 22.5 20.5 19.0 17.8 16.7 15.9 15.1 14.5 13.9 13.4• :13:f{' .--1.2.6 12.2 11:8 11.5 11.2 B 23.5 21.0 19.2 17.8 16.6 15.7 14.9 14.2 13.6 .•.13.0 12.6 ':42.1:'..T.1'.7• 11.4 11.1 10.8 10.5 9 22.1 19.8 18.1 16.7 15.7 114 12.8'•::128 •:1.1;8. 1T:4:'•::i:i. :•10.7 10.4 10.2 9.9 10 21.0 18.8 17.1 15.9 14.9 14.0 13.3 12.7 12,4* '•'•i•1; • •'•1.1!2. ': 40:8: '•':ifk5• :•1'A.2 9.9 9.6 9.4 11 20.0 17.9 16.4 15.1 14.2 13,4 12.71 12.1 T.1'&:•:'441.1• ::1D:::•1,0.3'. •:it1;U• :•9:7' 9.4 9.2 9.0 12 19.2 17.1 15.7 14.5 13.6 12.8 12.1 11.6 11:1:••:]0;6 :1A2::99•'••'•96-'••'••t1.3 9.0 8.8 8.6 14 7.8 15.9 14.5 13.4 12.6 .8 1.2 10,7 10.2 '.9:8:::8.5:. 9.2 ' '89:'•' ' B.6 8.4 6.1 7.9 16 16.6 14.9 13.6 12.6 11.7 11.1 10.5 ; t0 0'• • •9.6 9:2'•: '• B.9'• : • .e.6 8.3 8.1 7.8 7.6 7.4 18 15.7 14.0 12.8 11.8 11.1 0.4 9.9:':9:�k.:'•:9:6 6.7:;:' :4'•: •:8..1 7.8 7.6 7.4 7.2 7.0 20 14.9 13.3 12.1 11.2 10,5 9.9 94'.:.:9:0•: :•8:6. B.2 '•'7,9'•: •:77.•• 7.4 7.2 7.0 6.8 6.6 IAMLG I.IVtJ MAA. UULUMN HLIUtil rUK *BEAM LOAD FACTOR = THE SUM OF 1, ATTACHED TO E COLUMN SCHEDULES AND MINUM ROOF BEAM LOAD > FACTORS' COLUMN HEIGHT REEN W, MAXIMUM COLUMN:Fi1 I0k{7;{(u/10' ALUMIN1j1� '. -'E,:- ..• MAXIMUM COLUMN HEIGHT W/20' ALUMINUM ROOF COLUMN 4.0' 4.5' S;a';:'.:;:8;rv:•;::B;O,:,::Q,5' 7:0`::•:•::7;5 8.0' COLUMN 4.0' 4.5' 5.0' 5.5' C67Oa 6.5' 7.0 7.5' 8.0' 2X3X060 7.2 7.2 fi:s. ,':;':6;6'. ;::S;Z::;::'•;fi':2:;'•.:;$,9 '':'5.9 5.7 2X3X060 7.2 7.2 6.6 6.6 6.2 6.2 5.9 5.9 5.6 3X3X090 9.0 9.0 8.3'.;;8;3. 7:8.'•;: ::T:$'.9.i:4' 7.4 7.1 3X3X090 9.0 9.0 8.3 8.3 f7.8_ T 7.8 7.4 7.4 7.1 3X3X125 9,9 •::9.9 9.2 ;::tj:Z•;:•; fi';6:';:'•;8'.6::'::8.2 8.2 7.8 3X3X125 9.9 9.9 9.2 9.2 8.6 8.6 8.2 8.2 7.8 4X4X090 12,5•; :•;C2;1 11.2 :11;2;: ;:i4;fi'',•' 10.5 10.0 10.0 9.6 4X4X090 12.1 12.1 11.2 11.2 10.5 10.5 10.0 10.0 9.6 4X4X125 12.4 124,'•• •11;6 11.6 11.1 11.1 10.6 4X4X125 13.3 13.3 12.4 12.4 11.6 11.6 11.1 11.1 10.6 4LB .;::•,:B,;EI•;:.;' 8.0 7.1 7:1;:::: Li:6, 6.5 6.0 6.0 5.6 4LB 7.9 7,9 7.0 7.0 6.4 6.4 5.8 5.8 5.4 5LS?;:'•; :':7D 9.'• ;:1•p.3 9.1 9.i•:•:; :$:3 8.3 7.7 7.7 7.2 5LB 10.1 10.1 9.0 9.0 8.2 8.2 7.5 7.5 7.0 9.9 9.9 :; :•'9.0 9.0 8.3 8.3 7.8 6LB 11.0 11.0 9.8 9.8 8.9 8.9 8.2 8.2 7.6, '•':;I':d;;r'. 8) 12'8,': 20.9':';'2a:9 •,':7;2•.'8:•:.11.4 ::,j'9;4 11.4 19.4 10.4 18.3 10.4 18.3 1 9.6 17.4 9.6 1 17.4 8.9 16.5 7LB 8LB 12.6 20.9 12.6 20.9 11.2 19.4 11.2 19.4 10.2 18.3 10.2 18.3 9.4 17.4 9.4 17.4:'• ,;'$�,7•:;:' j•6;/k';'• 9LB 23.03:Q•; :;1:;3 21.3 19,9 19.9 18.4 18.4 17.2 9LB 23.0 23.0 21.3 21.3 19.7 19.7 18.2 18.2 ' :17;D:: 9LBH 24.8 24.8;:;'23.1 23.1 21.7 21.7 20.6 20.6 19.7 9LBH 24.8 24.8 23.1 23.1 21.7 21.7 20.6•.• 10LB 28.7 28.7 �'•26.6 26.6 25.0 25.0 23.8 23.8 22.8 10LB 28.7 28.7 26.6 26.6 25.0 25.0 1 23,$;:':'^i3:13' 22.8" IAOLG VIVGJ MAA. UULUMN ntlOnl rUK UIVLN GULUMN SPACING AND ISLAM LUAU FOR LONGER SPANS SEE SITE SPECIFIC ENGINEERING. NOTE: THIS TABLE APPLIES TO BOTH BEARING AND NON BEARING WALLS FOR HORIZONTAL WIND LOADS CONTROL IN DESIGN. 2X4X.050 MAY BE USED IN LIEU OF 41-B, 2X5X.050 MAY BE USED IN LIEU OF 5LB. **ALL CALCULATIONS ARE BASED ON 6005-T5 ALUMINUM ALLOY **1/3 STRESS REDUCTION NOT USED IN CALCULATIONS **LINEAR INTERPOLATION BETWEEN COLUMN SPACING IS ALLOWED SCREEN FABRIC DETAIL SHEET: 18X14 MESH EXPOSURE C 150 MPH -CH MAXIMUM RAIL SPAN RAIL 1 4.0' 5,0' I 6.0' 7 7.0' 8.0' 202 6.1 5.4 4.9 4.6 4.3 2X3X050 8.9 8.0 7.3 6.7 6.3 2X3X060 10.5 9.4 ('8:6` 8.0 7.4 2X4X050 10.7 9.5 � 8:7 8.0 7.5 2X5X050 11.0 10.9 9.9 9.2 8.6 F.B.C. 20t 7 E©ETEON LOAD > FACTOR* RAIL LENGTH STANCE TO CHAIR RAIL OR GROUND_ TO -CHAIR -RAIL -OR -BEAM ABOVE LE FOR SOLID ALUMINUM ROOFS MAXIMUM BEAM SPAN BEANF:•:::'•':4.'•:, :::•5.'•:':'•::'••:8"•'•• 7' 8' 9' 10' 12' 14' 16' 18' 20' 2X4X125'•:rti0,:3;': ;.'9:6;:'•:9.0 8.6 8.2 7.9 7.6 7.1 6.8 6.5 6.1 5.8 :,2)f$X125 '1!1':::;�:i::$•' 10.9 10.3 9.9 9.5 9.1 8.6 8.2 7.6 7.2 6.8 LB 8.9`.::r&:3 7.8 7.4 7.1 6.8 6.5 6.0 5.5 5.2 4.9 4.6 5LB:;: .;11.1 ' 10.3 9,7 9.2 8.8 8.4 8.0 7.3 6.8 6.3 6.0 5.6 1-1.9 11.2 1 10.7 10.2 9.6 9.1 8.3 7.7 7.2 6.8 6.4 13.6 12.8 12.1 11.3 10.7 10.1 1 9.2 8.6 8.0 7.5 7.1 ,•:;:$L'•�.'•::•' 19.1 17.7 16.7 15.8 15.1 14.5 14.0 12.8 11.9 11.1 10.5 9.9 21.0 19.4 18.3 17.4 16.6 16.0 15.2 13.9 1 12.8 12.0 1 11.3 1 10.7 22.6 21.0 19.8 18.8 18.0 17.3 16.7 1 15.5 1 14.3 13.4 1 12.6 12.0 10LB 26.1 24.3 22.8 21.7 20.7 19.9 19.2 1 18.1 1 16.7 15.6 1 14.7 14.0 IACLt GIVGJ MAX. ISLAM SPAN tUK GIVLN ISLAM LUAD 'BEAM LOAD FACTOR = THE SUM OF 1/2 THE SPAN OF THE LONGEST MEMBER ATTACHED TO EACH SIDE OF THE CARRY BEAM. 2X4X.050 MAY BE USED IN LIEU OF 4LB, 2X5X.050 MAY BE USED IN LIEU OF 51-B. ]BEAM LOAD FACTOR* - BEAM LENGTH B/T COLUMNS CARRY BEAM SCHEDULE FOR SOLID ALUMINUM ROOFS (SCREEN WALLS) WITH ROOF UP TO 10' 1 WITH ROOF UP TO 20' RAIL 4.0' 5.0' 6.0' 7.0' 8.0' RAIL 4.0' 5.0' .-6.0'- 7.0' 8.0' 3X2X050 5.0 4.9 4.7 4.6 4.5 3X2X050 3.9 3.8 3.7 3.7 3.6 2X3X097 6.6 6.6 6.4 6.3 6.2 2X3X097 5.3 5.2 5.1 5.0 4.9 2X4X050 6.0 5.8 5.7 5.5 5.4 2X4X050 4.7 4.6 4.5 _ 4.5 4.4 2X4X125 8.0 8.0 8.0 8.0 8.0 1X_4X12_5) 7.2 7.0 6.9 6.8 6.7 2X5X050 7.0 6.7 6.5 6.4 6.2 2X5X050 5.5 5.4 b.3 5.2 5.1 2X5X125 1 8.0 8.0 8.0 1 8.0 1 8.0 2X5XI251 8.0 1 8.0 1 8.0 1 7.9 7.8 > BEAM LOAD FACTOR* BEAM LENGTH B/T COLUMNS IAIJLt UlVtJ MAX. btAM JYAN tUK GIVLN ISLAM LOAD "BEAM LOAD FACTOR = THE DISTANCE FROM CARRY BEAM TO CHAIR RAIL BELOW 2X4X.050 MAY BE USED IN LIEU OF 4LB, 2X5X.050 MAY BE USED IN LIEU OF 51-B. 6005-T5 DATE 01 /01 / 18 ENGINEERING BUSINESS CA 00009677 SCALE T.S. `$'d4RNOWS@QI SHE'., � 2 L1'Soq ENGINEERING CIVIL &STRUCTURAL ENGINEERING 60 N.W. 5th Street Phone (954) 727 - 2027 _ Plantation, FL 33317 Fax (954) 727 - 9644 I TA Vl�� ,/I THIS DOCUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING, f STRUCTURAL ENGINEER - FIA. UC. 0050662 INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC. 0L`3L" Ord?" " 0 0 _ 1` 0 040" 0 040" vi 040" 0 044' O60 ' .050" _ rCOi 1. " _ _ " N TIP. N TYP. TYP. N TYP. rri '5 P - N v1- - . - 55= . 01 - - - - TIP. 7D_ _ j 1.0" L -- l 2.0" I. 2.0" I I 2.0" I 3.0 102 1 X2 1 X3 2X2 2X3X.060 2X3X.050 -GUTT R FASCIA 2X4X.050 GUTTER #14 TEK SCREWS FOR p 7LB OR LARGER OR 2X5X.050 FOR COLUMNS 5" DEEP'.;:'-": #10 S.M.S. FOR 6LB OR GREATER INSTALL''::::;. '. OR SMALLER ® 18' C.C. { o ADDITIONAL 2'X2'X2"X1/8,"•::, TOP & BOT. s ANGLE EA. SIDE OF INSIDE'•, aL ZJ t-EXPOSED OF COL. W/,.,{4j�,; 6 TO C TO BEAlA TYTYPE-I-t; _ } 4LB 5LB .100 .116 .048 .050 6LB 7LB Q .120 .DSO .055 8LB e224 .072 9LB .224 .072 I 9LBH .306 .082 10LB 1 .389 1 .092 /2" 1" C 2X2 C 2X3 I, 4.0" 'I� 3 p-125 090" c 2X2 3X3 4X4 2"X2"X1/8" X 2" LG. MIN. ----ANGLE -EA.-SIDE-OF�COL - (W/) (4)/- g6 TO COL & 7APCO TO CONC./2 LG. 0 = _ " 2 � Z-GUTTER BRACE .. .,;�, •- - ::::'�: � ,`.::�.,.::,,•:::-.•�° �. M N^ 4LB,5LB,6LB.7LB 3X3X.070 8LB.9L8.9LBH 303 ;�zo BOLT PAZ COLUMN ANCHORING DETAIL 10LB LAP BEAM (4)- #6 TO COL (TYP) CLIP ANGLE (1)- 1/2" X 3 1/2' LG, COL TAPCON TO CONC. COL SEE COLUMN ANCHORING DETAIL, SEE COLtItAiY .ft(�C,HQf;(tyG;'F37[ilk _. % (TYP.) 2 PER COL 1X2 OR 1X3 / PAVERS OR TILES COL 1X2 1X3 a ,� "3 ® 18" O.C. OPTIONAL :';iX .p':4si3:.:..LSEWHERE a t. ;. :cry?:;...., yV, L ;::•': FAv�i :'•:©>� TILEs t�' FrG. 3" F{�pM G //////////// "' :'::'':•:.•::::OFIJONAII;:;: TO 60LT h11N I // /// //// : •': •: DELETE 1X2/1X3 FOR " r•:':r•:'::;'' FRONT ELEVATION OPEN PORT P. 3" FROM EDGE rt:.T:: //// TO BOLT (MIN.) _ � '=•�•�� ::'::. < :'•:'•:'•." NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS. W 1 4�.:e :: ;:;.:,.::..;.:::::;.;:,:?;:•;;: ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE A MIN. 27X2"X1/8"X2" LONG. 1/2' DIA. BOLTS ARE TO BE EXPANSION TYPE. (SEE ANGLE TO CONC. DETAIL),:,• ;'ANC. SLAB EXPANSION BOLTS TO BE 'HILTI KWIK BOLT II" SYSTEM OR EQUAL. STRIP FTG. DETAIL W/ PAVER OR TILE :,:;,:-- �''::•;•:•;:•;•. '' g^ IJV'/ We4" LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON ° 12"X B" FTG. IS MINIMUM FOOTING SIZE. REFER TO SITE ' :' TAPCONS ARE TO BE SIMPSON "TITEN" OR EQUAL SPECIFIC PLANS, AND STRIP FIG. SCHED. FOR ANY -F.- .:,'�. •SLAP '•b ''.!."J AVER OR TILE SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS ADD MONAL REQUIREMENTS. MIN. FOOTING SIZES SHOWN :• APPLY SPECIFIC PLAN. TO NEW FOOTING'S ONLY. FOR E(IST. FOOTING'S SEE ::,: :uEU OF 6x6 - 10/10 W.W.M. GENERAL THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN ACCORj(DANCE W�"*E--96j F.B.0 2017 EDITION. THE MIN. MECH. PROPERTIES OF ALS M,'-:)%E•; iN..ACC(7RD, TfI SEE COLUMN ANCHORING Df{st( '::::''.;. THE ALUM. CONST. MANUAL THIS STRUCTURE ALSO C0�}F{;SQ•;.7}l:•pS{G(�F: COL SEE COLUMN ANCHORING DETAIL OF THE ASCE 7-10 FINISH GRADE 3" FROM EDGE - - -- - o N 5.094" r fO 070 " "1 � N O 2" 0 1 r0'. II050" 2X4 2X5 3X2- - - - - -- - 3X3 OR 4X4 ALUM. COL ED. OF SODDED READ TO BOLT (h11N.) :;::,::: cO SCREEN WALL & SCREEN ROOF.LDADS BA89D.':SSN;:;1:$X14 SCREE�I':MESH. FOR EROSION ;:. ,.::;:::, :?:•;•; 3" FROM FDGF) ALUM. PAN & INS. PANEL STR•t7,GiTU S BASEb: f}A1:1.0[} LIVE LOADS PROTECTION TO BOLT (MIN. t:'• �'' 1. ALL PRIMARY MEviBERS WILL BE CONNECTFD::!)J':' BOLTS, POP'RJ1/E`15:';flR OTHER POSITIVE 4 • �:, FINISH' G17ADE " FASTENERS. EXIST ~4A..NOMINAL - ES 2. ANCHORS SHALL BE PLACED GRIi�£p::i1#gN 3''F{!q`vt`{>rb¢f;OF CONCRETE SLAB OR FOOTINGS. MIN. CONC;SYA$;;:. r4-CONC. ALL CONC. FASTENERS MUST ,aE::;ts})3RI3;: A AdINCSF:: j;:':1:{2":INTO SOLID CONC. REGARDLESS OF covER '::'LENGTHS SPECIFIED IN INDIV1b.UNOTE: "::::::: :::•::::::::::::::. tO SLAB3. FASTENERS FOR ALUM. SH.9tt% R SITE SPECIFIC ENGINEERING REQL11[TED:,'ORSif£N;:fx�QOF6:';: 10/10 W.W.M. 4. ALL CONC. ANCHORS SH/F�!~'1UsVE A i$p::•.1;.;{}Fjal) OR`•BE PROVIDED WHEN THIS MEASUREMENT IS LES$•;THAN':3'-U°::}kNU:';FOR:':ALL �� W/ 8"X8" FrG. W/ 1-#5 W/ 1/2 INCH DIA. WASk1� :":Tv1IN. SOLID ALUMINUM ROOFS. (EXCEP710N :.SFrE:. .... k1C' •; ::'E 5. CONTRACTOR IS RESPON5Ii0,7Q INSULATE ALb1vi :AAEMBERS FROM DISSIMILAR METALS ENGINEERING IS NOT•:-AEWIRED FOR'•:SCRk�N;i AILS UNDER FTG. & SLAB DETAIL TO PREVENT ELECTROLYSIS;;i ;i ;.'..- EXISTING HOUSE..; rT'OGF9�};:' 6. ALUM. IN COt,�F1` I:'. -:'-W/ COME;c;:>J;k2::;WOOp;: {}��LL;:'BE PROTECTED W/ HEAVY BOOTED BITUMINOUS NOTE FlBERMESH MAY BE USED IN UEU OF 6X6 - 10 10 W.W.M. T(}LAB FOOT'':;.. / -,-.,,.,,.. PAINT OR W>aT�ER:'•;iy}.jJ-1� MEfHr1,��tik•�•_•,LA'C(3GjEl2 OR THE WOOD SHALL BE PAINTED W/ 7VY0 2"X3"X7/8' X 2" LG. COATS OF ALllvf :�ig(1��1 ;:PAINT"X' 41'-$'t :';b'WTS SEALED W/ A GOOD QUALITY CAULKING, NOTE: THI:,:bTAI) -:AiSCI';; FOR C'O,L{JkINS 5" DEEP OR GREATER INSTALL COL. MIN. ANGLE EA. SIDE OF 7• ALL DOORS TO C:.sL1.GI,OSING ATJD LATCHING, W 5 Fr. HIGH DOOR HANDLES WHERE POOL OR APPUE$,:':10;1fi1 :'•%IP;:GS':8: ADD TTIf3NAL 2"X2"X2"X1/8" ANGLE EA SIDE 2" 2" u / WIDE MT ¢111RY yYi fS OF INSIDE OF COL W/ (3)- #6 TO COL COL W/ (4)- ir6 TO SPA.;EX13T ...: DOOR LYiGA'%f4:.&. 202 DOOR JAMB PLACEMENT IS OPTIONAL. ALL OTHER COLUMNS (1)- 3/8' X 2 1/2" LG. TAPCON COL. & (2)- 3/8" X TO:RIYiA1lif:f:^FtF341IRt; :;:?:: ;::; 3 1 2" LG CO 0 CONC. ®FA. C TAPCON T UP 0 ® / 8. 1+}•:;iVTa'•;;:pE7}liL•;5(1(j1tdN.:;Qf}'SITE-SPECIFIC PLAN SUPERCEDES ANY REQ.'S SHOWN ON COL (TYP) CONC. ®EACH CLIP. a _ TH15::7+i+1AAPR.'DEFaIi :.:$11[:::: ;:•.: CUP ANGLE c? z "' %^ " -,:::::.1X2'S 4ilq';1.0.S. ARE NON�57RUCTURAL MEMBERS STRIP FOOTING SCHEDULE COL (2}- 3/8" X 3 1/2" LG. TAPCON c� 5 T• AND MAY,,;QE•;;t1SD,•INTERCHANGEABLY, TO CONC (TYP.) 4 PER COL. 1 ®:: 0 ®+ ® 11) iv u :,'•':`i1LL CONCRETE'•:-Qa;:Fb{1NDATIONS TO BE 250OPSI MIN, - 3 ®18" t impX3 b.C. ELSEWHERE = z 5.;:.;•:: I COitifC12(_i'•E EXCEEbjNQ'•;T}fIS SPECIFICATION MAY BE T PERLOCA I#UILDING COD FTG. 1 2' Mi d::' F:,.:'::';: • • ; i3FA'•Mti PU,R� M,• COLUMNS AL. 6005-T5 c 3" FROM EDGE--X-.:..•:• ..,.... .. . 3 2 BETWEEfl':'•: :;.AL,'L' OTHE••R%-Z-X.. -SIONS .........................AL. 6063-T5 DELETE 1X2/1X3 FOR FASTENERS;.::.:; ::; •:: MIN. OPEN PORT OYP.) h11N. :.:.... i1lUMIT1Ff1 ;:S1rEF%...................................*AL. 3003-H16 FRONT ELEVATION COLUMN ANCHORING DETAIL QL :: s, RIVETS, WASHERS ......AL 2024-T4 NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLUMNS. :ASTENERS TO BE ALUM., NON-MAGNETIC :' '•STKft}LESS STEEL, CADMIUM PLATED STEEL OR STRUCTURE (MIN.) FOOTINGREBAR WIDTH X DEPTH SCREEN ROOF W/ 12"X10" 2-#5 UP TO 7L6 SCREEN ROOF W/8LB 12"X12" 2-#5 SCREEN ROOF W/ 12"X16" 2-#5 9LB OR 1OLB ALL SOLID ALUMINUM 12X16" 2-#5 ROOF I a4' LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON HEADED (NYLO-TEC OR PRO-TECT) FOOTING SIZES SMALLER THAN SHOWN MAY BE USED :1iY) ON TAPCONS ARE TO BE SIMPSON TITEN" OR EQUAL WITH SITE SPECIFIC PLAN, SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS *UNLESS OTHERWISE NOTED GENERAL DETAIL SHEET: IF.B.C" 2017 fE®E'I"ION ASCE 7-10 6005-T5 TO CONC. FOUND. 4.67" FRONT ELEVATION INTERIOR FASTENING 4 - #10 X 1 1/2" SMS. INTO SCREW SLOTS EA. SIDE Z2" COLS -V­ CHAIR RAIL CONNECTION * CHAIR RAIL PER SCHEDULE �t I w 1/8" X 3" LG. MIN. TWO SIDES OF COL - #1 TO COL 3/8"X2 1/2" LG. IS TO CONC. 2'X2"X7/8" X 3' LG. MIN. ANGLE TWO SIDES OF COL W/ (6)- #1 TO COL & (2)- 3/8"X2 1/2" LG. TAPCONS TO CONC. P 2.0" 3 L 2X2 - (6) - #10 X 3/4" SMS. (3 EA. -SIDE) 2' X 2" X .062" 5E- #10VING X 3/4 CHANNEL SMS TO SIDE OF COLUMN 2" RAIL, RAIL¢ COL ALT. CHAIR RAIL CONNECTION ' CHAIR RAIL PER SCHEDULE FASTENING SCHEDULE - #14 TEK SCREW/HEX HEAD `2 - #10 S-M.S./ HEX HD. 1#1 3- 1 /4" X 2 1 /4" TAPCON ANCHOR 4 - 1/4 BOLTS/WASHER/NUT 5 - CLIP ANGLE,.125' MIN. THICKNESS 6 - #12X1 " LG. S.M.S./HEX HD. 7 - 1/4" X 3" LAG 8 - 1 4" LAG* S WITH 1 " WASHER 9 - #10 X 1 1/2' S.M.S./HEX HD. 12 - CLIP ANGLE, 3/32" MIN.THICKNESS *LAG BOLT LENGTH TO BE 1" LONGER THAN ALUMINUM PANEL THICKNESS DATE : 07/1 6/18 ENGINEERING BUSINESS CA D00096117 SCALE .T.S. r, TARN®WSKI sly' ENGINEERING CIVIL & STRUCTURAL ENGINEERING 7 lejl� / 60 N.W. 5th Street Phone (954) 727 - 2027 Plantation, FL 33317 Fax (954) 727 - 9644 THIS DOCUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART wm4cmrrwa=pmnmicr="iTnv revnin,n,cincnir_in:ccoin:n imn C.T. TAWWSKI P. STRUCTURAL ENGINEER - FW. LIC- 0050662 RECEIVED OCT 1-1-5 101E Permitting Department St. Lucie County