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HomeMy WebLinkAboutSCREEN ROOM PLANSRECEIVED FEB 0 8 2019 ST. Lucie County, Permitting E rn E 2) 0 p CD 0 U-) i U-j E cD a: CD Vrn m { 7AJ v, am, . .. ....... . . . . . .. ................ ....... . . . ....... -s-s E SCANYNED . . .... q c, CD L: 13 /'l TIC (D t Lucie S COUnty ------ - - - - -- -- ------ -THMETLANS ANO ALL PROPOCIM ARE SUNECT TO ANY CORPEW-10. TION3 CONCFREQUIRED tl FIELD impptToRs `rmr:. FASTENERS OR ATTACHMENTS MAY M NEMSARYKORDER TO: 'ARE. THE RESPONSISIM OF THE COMPHITH ALUM OP M.- COMES. CONTRACTOR OF RECORD A, . '' 1, "... ., . . . . . . . ......... FIL.E COPY Ab1iip,. won Legend: R.P. - RACNs POINT o/U - DWUNME ANQ UAUiY FASFLFNT RAJ ACTUAL SWBQLs sNONN Homes NOT To SCALE R/W - 1--a-WAY F.F. - FXSNED FLOM - SM FT. - SQUARE FWr q - CENTER LINE PLC - POW 6 CURVAML a- BA - BUBNIQ SEIBACN UNE roe _ W' - WATER METER FA - FBHE NTDUNT PAC - PONT OF REtt= CURVATURE - ELEVATION P.CC - POINT OF COMPOUND CURVATURE A/C - AIR CMMCNER - F. N e: D - NAe. At9) atsC BAL P.T. - PONT OF TANCENCr TIP. - TM,. P.1. U.E - UlalTY EASEMENT :FENCE. .. k GUTTER - BFNCN MARK PVYIT. - PATFIIEMT .. . - PONT OF UITFRScCRON P.CP. - FERWDIT—__ _C0N7RO..PONT OL - IEt NAti_EASF11t11i-- -- — -- CAN - CAILE TElE=N MOR FA - FtFID BOON T -- TII.TA!oNE-RL4R— - -YN. - � I AW012 - -- P.06L - PONT ON UNE PAY. - PERMANENT RFFIEREYCE YN{UTAW �• a.& - CHOW EEACNC C01 E � TRANS - TRANSFOWER PAD - UGHT POLE �. FND - FOUND AM - RECGYDGD $ Oi CY. - YDNUMFNT -POPES POE NC - NATURAL GROUND Sly+ - SRJEnN:t P9. PLAT -AT SOON B P9. - PACE ll / ���, NA - NOi-RAOAL fj� G� 14 i'� RAD. - WhAL O .11b. \ R. - RAMS � C19F r\ � - OFLTA , p►�& ��: l°� • '� / A-10' U.E.MP.B. LOT 108 AIDSTON E ��J �yQ 43 Pgs 11,11A-11C ` X S �'43'os" %fit E Q4 R=25.00' / L=41.75 A-95'40'33 / Ca37.06 P.T./P.CP N \ CB=S05'00'32"W �P) R=480.00' \ L-67.42' \ t1I=8'02'50' C=67.36 (31=S46'51'090E I \ r `P, Rasoaab' �-nYae' A-13'43'24' PROPOSED SRIOt PAVER �'� DRIVEWAY (P) \ PROPOSED BRICK ALKWAY \6 1 Survey Notes: wM I. 'NOT VALID WITHOUT THE SIGNATURE \ AND THE ORIGINAL HAISID SI N OF A \ MLORIDAAPPER LICENSED SURVEYDR AND \ MAPPER". 2. BEARINGS SHON11 HEREON ARE BASED ON THE NORTH LOT LINE OF LOT 107 NAIDSTONE AS RECORDED /r IN PLAT BOOK 43. PACES 11, 11A THROUGH 11C OF THE \ PUBLIC RECORDS OF ST. LUME COUNTY, RWDA AS BEING S BX4SGB' E (PEii THE PLAT VMMF). ' 3. THE 1EGAL DESCRIPTION• HEREON WAS PREPARED BY THE SURVEYOR PER THE MIENYS REQUEST 7 4, THIS SKETCH WAS PREPARED WITHOUT THE BH?IEFlT OF AN k9y� ABSTRACT OR OPINION OF MTLE NO 015TRUYETITS OF RECORD RFF1PC11NG EASE11EN15, RIGHTS —OF WAY, AND/OR OWNER91ip re, ?n sir• �� \ WERE FTlRN45tHED 10 THIS SIJRVEYOR EXCEPT AS NOTED. tiJyAP C ebr ,� ELEVATMS BASED ON SITE BENCHMARKS PROVIDED BY Q� p Ay�A�,\ LOT 107 PROPOSED RESIDENCE PROPOSED F.F. — 2A2' _ N SCALE 1'-20' 242.12- NOT A SURVEY Legal Deacript/an --Lot. 107-,-Maidstone; -per-the-plot-thereof,- ds �ecorded in Plat Book 43, pages 11, 11A through 11C of the Public Records of St. Lucie County, Florida. mY , y j� � Z W rD a C3 z a w M tli U i s N h COMMON AREA J MAIDSTONE P.B. 43 Pgs 11,11 A-11 C R-200.00' L=44- 2S I 0=12'40'18" I C=44.14 C8=S14 09'43"E FL PROPOSED Y COVERED f 0 10.V ` 0 1 � I � F f Z06.2g tPi f a $, Surmyar's CertiBoatlon: I hereby cor" that the attached 'SKETCH OF DESCRIPTION` of the herean—described property to true and coiraot 4T the beet of my kna � q, h farmottan and boRef cm o Prepared under my dteetlan an Apra % 2005 . I LTthr CL Certify that thle *SKETCH OF D�PT10N'' meets the 1 1 0 8 LOT 106 I.I.E. i MAiDSTONE minimum —1cal standards nt forth to chapter 01817-6 of ths.Flar%a AdminiNIM Code. . �10, P.B. 43 a \ 2W D.E. Pgs 11,11A-11C Ralph A. Moto, P.SM. ProfAvaland S1u9sW and Yapper _,'Iw FP1 attar Na 8025 0.DER AS SET BY OTHERS AS SHOWN ON APPROVED Q1.-,��L C3 Engineers 6' EL A NS SHOWN intema/ Bulldln Setbacks p�� & EHEVARONS SHOWN HEREON WITH A '(E)' ARE PROPOSED PER CONSTRUCTION PLANS PREPARED BY OTHERS AND FURNISHED BY %% 2' VALLEY GUTTER THE CUENT. Qy, FRONT 20' (SIDE OAD GARAGE) . UndscapeArchiteckv 7. NO UNDERGROUND INSTALLATIONS OR VISIBLE IMPROVEMENTS \ REAR- T5, (FRONT GARAK� Si[70e1jof5 ON SITE OR BEyDNO PROPERTY LIVES HAVE BEEN LOCATED EKCFPT Mtiftagetnen THOSE SHOWN HEAEDN. CERTIFIED 70 REAR- 3' (WITH PAIIO/POOL DECK/ SCREEN Cof ftdion t .. IL PROPOSED FINISHED ,...,:„...,x.r......... ;�,.,_,_.r�:a..:._.,..:...�x90E .,,:..,.:...,x ......, p� .,.....a - -�- .-,_„ _.mmm....�.c.ph.engineers.coln FLOORS ARE PER ENCIFIEEPoNG PLANS .. ... .". .. - PROVIDED BYLBFH INC.. AND DATED CE/la^ KOLTER HOMES MODEL;- 'YEDLYAH' WestFYitonShv4Saef;4n3= P.0.TTaz2008,Sanfo4E.32; LOT CURSING TYPE 'B' P&arrer407.32L6841 F=4073310639 FOUNDATION SURVEY STAKE OUT PLOT PLAN JTF 4/14/G5 Zor�afA�saNtoatJm7143 (� n �S ALUMINUM SCREEN DESIGN FILL IN DETAIL 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 2 HINGE DOOj"V EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" BOTTOM PLATE IS ATTACHED TO ©CONCRETE WITH 2-1/4" X 1/4" TAPCON (5" X 2-1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. ALUMINUM FRAME IS ATTACHED ® TO BLOCK WITH 2-1/4" X 1/4" (#10 2" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO ©ALUMINUM FRAME WITH 2 #10 1" & 12-1/4" X 1/4" TAPCON PER SIDE CHAIR RAIL & UPRIGHTS ARE ATTACHED WITH EITHER: O BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP O KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. ALUNUNUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON AL SCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD nv ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH SUITE A6 l / j AHOO•COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) Q�,AIVDO, FL 32811 PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. E. # 47509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CA#3 093 0 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS r FUKL.L EAM ALUMINUM SCREEN DESIGN (3)#10 "SMS,P AC lV WASHER (3) #10 2" SMS, PLACE WASHER UNDER SCREW IN GUSSET CORNER 1 GUTTER ST-RAP--IS-A-TTACHED - - - - -- - TO GUTTER WITH # 101" & INTO FASCIA WITH #10 2" PER STRAP BEAM TO FASCIA 24" O.C. MAX 4" FROM EACH UPRIGHT • y • • SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL SMB w NOTES 1. GUSSET DIMENSIONS ARE MINIMUM 8" ON BOTH SIDE OF BEAM, MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES ADD OR SUBTRACT TO MAINTAIN A 1-1/4" O.C. SCREW SPACING W/ (10) SCREWS 3. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE -1/4 O.C. O.C. BEAM IS ATTACHED TO GUTTER W/ / ® • 2X2X1/8" ANGLE & (4) #10 V PER SIDE • • BEAM TO WALL • • ® • • 2X2 IS ATTACHED TO STRUCTURE W/ • ® • • • • 4" X 1/4" TAPCONS (#10 4" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. ® • • • • • • 2X2 ANGLE IS ATTACHED TO BEAM WITH (2) #10 1" & INTO BLOCK WITH ; 2-1/4" X 1/4" TAPCON ALUNIINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEU THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALUNIINUMSCREENDE SIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH } ? SUITE A6 R@YAHOO'COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH ORLANDO, FL 32811 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. ,E. # 47509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER DAMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS ';eZ— CA#3 093 0 ALUMINUM SCREEN DESIGN SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST _ 2X2 ROOF PURLIN 2X2 TOP PLATE IS ATTACHED TO / 2X2 PURLIN WITH (2) #10 4" THRU BEAM INTO PURLIN EMBOSS DOOR FULL Z OR DOOR JAM STANDARD 2X3 POST OR DOOR JAMB J-1, tin 02 HINGE DOOR n H O z cn EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" SCREWES 24" O.C. 1X2 FASTENED TO 2X2 W/ #10 2" 6" FROM UPRIGHTS 24" O.C. SLOPED PURLIN CONNECTION DETAIL 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) #10 4" THRU BEAM INTO PURLIN EMBOSS 1X2 FASTENED TO 2X2 W/ #10 2" 6" FROM UPRIGHTS 24" O.C. PURLIN 1-1/2" X 2" X 1-1/2" X 0.062" RECEIVER CHANNEL REMOVE BACK TO FIT OVER PURLIN PROVIDE (4) 910 X 3/4" SIDE WALL CONNECTION DETAILS WHEN - PURLIN DOESNT-HTT POST- - -- 2-1/8" X 1-1/2" C-CHANNEL C-CHANNEL ATTACHES UPRIGHT TO TOP PLATES WITH (4) 9101" INTO UPRIGHT & (3) #10 1" INTO TOP PLAT] UPRIGHT ATTACHES TO PURLIN W/ 1X2 ANGLE & (4) #10 1" PER SIDE FRONT WALL TO BEAM SMB BEAM IS NOTCHED OVER UPRIGHT 2X2 INTERNALLY SCREWED THRU BEAM W/ (3) #10 2" 1X2 FASTENED TO 2X2 W/ #10 2" \ 6" FROM UPRIGHTS 24" O.C. (6) #10 1" INTO GUSSET PLATE PER SIDE TYP. AMI LUNUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALUMM IN-L SCREENDESIGN ALL TAPCONS SHALL PROVIDE NJNffv UM OF 1 1 8" CONCRETE EMBEDMENT DEPT4401 VINELAND ROAD @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED 2017 SUITE A6 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN ACCORDANCEIN THETRUCTURES AND SHALL WTTH STAND REQUIREMENTS THEND ULTIMATE WIND SPEEDS OF 150 MPH O, FL 32811 PHONE: 407-73 4-1470 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FF ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION —3 P•E. # 475 09 CONTRACTOR SHALL NOTIFY THE ENGINEER Rv vIEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#3 093 0 ALUMINUM SCREEN DESIGN SEE -GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL 0000 0 O O 000 0 COMPRESSION O 1/8" THICK ANGLE BRACKET SLEEVE O ATTACHED TO UPRITE AND GIRT WITH (6) #10 1" 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE /r EACH CABLE WILL SUPPORT 227.5 SQUARE FEET OF WALL AREA SIDE VIEW COMPRESSION SLEEVE 45 DEGREE 3"A.S.T.M. A-36 STEEL CLIP M WITH 2 2 1/4"XI/4 TAPCONS MUqlM CABLE DETAIL I K BRACING DETAIL 1/8" STAINLESS STEEL CABLE IT TO 14' R K. BRACE IS ATTACHED TO JMINUM STRUCTURE WITH " C CHANNEL & (6) #10 1" BLIND SCREWED WITH `10 2" PER END 3"A.S.T.M. A-36 STEEL CLIP WITH 2 1-1/2"X1/4" TAPCONS ((2) # 10 2" IF TO WOOD DECK) TT SHALL BE THE RESPONSIBIISTY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION (NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY ALLTNUNUMSCREENDESIGN.COM DESIGN STATEMENT NUCHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH i it SUITEA6 @YAHOO•COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH ORLAND ' , FL 32811 FAX: 407-734-1790 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P.E. # 47509 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS P CA#3 093 0 ALUMINUM SCREEN DESIGN SIDE WALL DETAIL 1X2 1X2 TOP PLATE IS ATTACHED TO 2X2 WALL BEAM WITH #10 2" 6" FROM ENDS 24" O.C. ` `U Fy O O- N _ SIDE WALL UPRIGHT y o 4N ZO a.�s ox �cl 3H SEE GENERAL NOTES �� a & DESIGN STANDARD rn FOR ADDITIONAL 3 - x INFORMATION YP. 1X2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 1X2 BOTTOM PLATE IS ATTACHED TO (5" X 1/4" IF THRU PAVERS TO FOOTER) UPRIGHTS WITH CAPRI CLIP WITH (4) (#10 2" IF TO WOOD DECK) #10 1" OR BLIND SCREWED WITH (2) 6" FROM ENDS 24" O.C. #10 2" PER SIDE ALUMMUMSCREENDESIGN.COM ALLTNUNUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 N CHAIR RAIL & KICK PLATE DETAIL CHAIR RAILS & GIRTS ARE ATTACHED W/ INTERNAL CLIPS W/ (4) 910 1", CAPRI CLIPPED, W/ RECIEVING CHANNEL & (6) #10 1" W/ (8) #10 1", OR BLIND SCREWED W/ (3) #10 2" KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. RECIEVING CHANNEL CLIP DETAILS BLIND CLIP & CAPRI CLIP DETAILS SELF MATING UPRIGHT DETAILS UPRIGHT SHALL BE STITCHED W/ #10 X 1" SELF TAPPING SCREWS 12" O.C. TYP. 1X2 INTERNALLY SCREWED THRU 2X2XI/8" ANGLE TO UPRIGHT W/ (2) #10 X 1-1/2" FASTEN 1X2 TO CONCRETE W/ 3" X 1/4" (5" X 1/4" TAPCONS IF THRU PAVERS) (#10 2" IF TO WOOD DECK) SCREW CONCRETE ANCHOR 6" FROM UPRIGHT 24" O.C. MIN 4" SLAB 2500 PSI CONCRETE W/FIBERN ESH 0 DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS e 910 1" PER SIDE MICHAEL THOMPSON 4401 VINELAND' ROAD SUITE A6 ORLANDO,,FL 32811 P.E. # 47509 CA#30930 ALUMINUM SCREEN DESIGN ACTOR SHALL BE RESPONSIBLE FOR PROVIDING: VAPOR & TERMITE PROTECTION (IF REQUIRED) CONCRETE SHALL BE A MINIMUM'OF 3000 PSI JR COVERED STRUCTURES, CONTRACTOR SHALL SECURE COLUMN BASE DIRECTLY TOJI-ACKENED EDGE MICHAEL THOMPSON ALUNIINUMSCREENDESIGN.COM 4401 VINELAN D ROAD UM ALUMINSCREENDESIGN I SUITE A6 @YAHOO.COM ORLANDO, �L 32811 PHONE: 407-734-1470 -P:E. # 47509 FAX: 407-734-1790 CA#30930; -21