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HomeMy WebLinkAboutBuilding PlansFOUND 4 x4' CONOVET MONUMa✓T (NO /O) Z N� Q Q, GIRT OR/4E i� '/ rh ;. CULVERT 0 N �'�. L 10.8' x 11.4' ALUMINUM � - � �b \ � SIN �\ "T �. SI/EY3 LY7WCR£IE �� CONCRETE WAGI(WAY , . _ '. y1 .� %14 6A .10 X - a! p �\ \b ,g tl"R�., ,' N28 46 39 W �► MAILBOX a \\ e . CRE7E O M MAILBOX ,.?`9\: 22.10 p FOUND 4 X4 CON T - MONUMENT (NO LO) Io io - PUMP HOUSE G 1{EZL MLiVT LtlT 4. '� .. ... IET£P/tON/E R/&WS \ \:. 125' 7HE SOUTH UNE OF IT# NORTH 478.50 FEET OF THE 1/2 OF 001 ESN 'oo'oo"W 680.13' C 6 0.29' 787.5Z`T N HIGH WA R L P10, e ry ® SETBACK [[99CCryry cavcaE7E oRrvEWAr FOUND 4'x4• CONdtE \ \ S0. "'^—_ p£.,.. SET6ACK {iG.6L� MdJUMLNT (NO lO) ar f0/S7URBLDJ ASSREVIA1iONS: R.O.W. = RIGHT OF WAY M = MEASURED C = CALCULATED FFE= FINISH FLOOR ELEVATION oe OVERHEAD UTILITY LINES THAT PART OF THE SOUTH 1JO FEET OF THE 'NOR TH 478.50 FEET OF 7HE SOUTH 112 �`T / / //�/� �O/ //�/�Y FL � �DA OF GOVERNMENT LOT 4, L YING BETWEEN THE INDIAN RIVER AND THE F:E.C. RAILROAD, .J / , L CJ l i v N v � ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, AT PAGE 76, OF inch FEET ) 1 inch 30 ft. THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; ALL LYING IN SEC7701V 18, TOWNSHIP 6 SOUTH; RANGE 41 EAST. d SURVEYOR'S NOTES.• 1. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND UTILITIES ON/OR. ADJACENT TO THIS SITE. THE APPROXIMATE LOCATION OF ALL UTILITIES SHOWN HEREON WERE TAKEN FROM ° AS —BUILT DRAWINGS:.AND/OR ON —SITE LOCATION AND SHOULD BE VERIFIED BEFORE CONSTRUCTION T �j 2. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UND RGROUND FOOTINGS OFBUILDINGS BL%� O O/� S 1 .0 R OR FENCES ON OR ADJACENT TO THIS SITE. PROFESSIONAL LAND ,3. LANDS SHOWN.;Ih'EREON WERE SURVEYED WITHOUT BENE PIT OF TITLE SEARCH. SURVEYORS; INC. 4. BEARINGS SNOW1v HEREON REFER TO AN ASSUMED MERIDIAN OF 590'001001F. ALONG THE NORTH LINE OF GOVERNMENT LOT 4 5. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) SURVEYOR'S CERTIFICATION.' JENSEN BEACH, FLORIDA 34957 ADD 1.485 FOR NATIONAL GEODETIC VERTICAL DATUM OF 1929, PHONE 772-334-0868 P AND REPORT OR 7HE COPIES THEREOF ARE NOT VALID . WITHOUT THE SIGNATURE �° SHEET 1 OF 1 DRAWN BY: DIRK SCALE: 1 = 30 FIELD WORK COMPLETED: 2 26 02 FIELD BOOK: SKETCH JOB No. 470 REVISIONS DATE: DESCRIPTION: BY: 9/3/02 1/27 14 L FORMBOARD TIE IN MHW AND SITE PLAN COUNTY COMMENTS FJY JWH DPK 6. LEGAL DESCRIPTION FURNISED BY CLIENT SURVEY MA AND THE ORIGINAL RAISED SEAL Of A FLORIDA LICF�NS �F,' RAN M PPER. 7. SITE AREA 98277 SQUARE FEET OR 2.26 ACRES MORE OR, =a�� LESS. 4 /— R�� FOR. HENRY WA L R 0I E 8. THIS SITE LIES /N FLOOD ZONE X AS SCALED AND `I TERROLATED FROM FEMA MAP — % OBERT BLOOMSTER ✓ 8449 IND/AN RI IVER DRl VE NO. 120285-0284—✓, DATED FEBRUARY 16, 2012. WATER LINE SURVEY COMPLIES WITH . HA PRQFESSION91 LAND URVEYOR TER 177, 'PART Il,,' FLORIDA, STATUTES t0 134; OF FLORIDA FDiT T PIERCE, ST. LUC/E COUNTY, FL ORIDA 9. THIS MEAN HIGH .TOTE >, r AS —BUILT DRAWINGS AND/OR ON —SITE LOCATION AND SHOULD BE VERIFIED BEFORE CONSTRUCTION 2. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OF BUILDINGS BL 0 0MS TER OR FENCES ON OR ADJACENT TO THIS SITE. PROFESSIONAL LAND 3. LANDS SHOWN HEREON WERE SURVEYED WITHOUT BENEFIT OF TITLE SEARCH. SURVEYORS, INC. 4. BEARINGS SHOWN HEREON REFER TO AN ASSUMED MERIDIAN OF 5.90'001001: ALONG L.B. #6018` THE NORTH LINE OF GOVERNMENT LOT 4 ABBREIA/A) TIONS.' 5: ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) 641 NE SPENCER STREET R.O.W.= RIGHT Of WAY - SURVEYOR'S CERTIFICATION.' JENSEN BEACH, FLORIDA 34957 M = MEASURED 6. LEGAL DESCRIPTION FURNISED BY CLIENT. PHONE 772-334-0868 C = CALCULATED SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT. THE SIGNATURE F — l SHEET 1 OF 1 DRAWN BY: DPK SCALE: 1 = 30 FIELD WORK COMPLETED: 2 26 02 FIELD BOOK: SKETCH JOB NO. 4702 REVISIONS DATE: DESCRIPTION: BY: 9/3/02 1/27/14 FORMBOARD TIE IN MHW AND SITE PLAN FJY JWi F.E.— FINSH F OOR EZEI(ATION 7. SITE AREA 982:7 SQUARE FEET OR 2.26 ACRES MORE OR LESS AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SUR 0 AND A _j_c . oe _ OVERHEAD UTILITY LINES _ THIS SITE 120285 LIES 7NG,FLOODDZONE 0X " �S SCALED AND INTERPOLATED FROM FEMA MAP - P/� PA RE- FOR.- I. HENRY WA L P OL E --- —------. --- ROBERT BLOOMSTER R. 9. THIS MEAN HIGH WATER LINE SURVEY COMPLIES WITH CPTER 177 PART 11 FLORI � Bpi O H DA STATUTES. PROFESSIONAL LAND RVEYOR IND�AN RIVER DRIVE NO. 4134 STATE OF FLORIDA FOR T PIERCE, ST. L UCIE COON T Y, FL ORIDA i ` w4 i k p 4 __ i x� .,L r i I iii! GONG SL1`6 'i 1 t 11 �/F _ _1 L4pL7 /.D4=i 0 a STRUCTURAL NOTES: _ �loQ.�Qis, fWulc-,qFF.�!� L'a©rG Z.glt� aFi�l{1r. 1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER WITH1000 P.S.I. MIN. FIBER STRESS VALUE. ..PRODUCT REVIEW 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. GertiflCation for Desian load C&njWi_an, Ce $I p : t0 J Ir i Ka-31 P/His-At-01 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4- CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 11/2" COLUMNS 11/2" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2010 EDITION. 7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2010 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST /PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. *NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z -MAX COATING OR BETTER. PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES DESIGN TYPE (WORST CASE) PRESSURES ROOFING ZONE 1.46.2 -121.75 SOI ITHEASTERN METAL ROOFING FL# 11175.1 N/A #9-15 HWH WOOD SCREW WITH SEALING WASHER SPACED ZONE 2 .65.2 ME rALS . 16" O.0 WITH 3/8" MINIMUM DECK PENETRATION ZONE 3 -121.6 ROOFING ZONE 1.46.2 •L3S POI.YGLASS POLYSTICK TU PLUS FL# 5259•R18 N/A DIRECT APPLIED TO DECK ZONE 2.65.2 ZONE 3 -121.6 WINDOW -54.5 _t10 CU:TOM WINDOWS PVCS.H.8100 fL# 16177.0 IMPACT #10 WOOD SCREW ANCHORS @ EACH HOLE WITH A MINIMUM & E OOPS EMBEDMENT OF 1.3/8"1 OR W TAPCONS WINDOW -34.3 •75 CUSTOM WINDOWS PVCS.H.8100 FUN 5923.5 IMPACT #B WOOD SCREW ANCHORS @ EACH HOLE WITH A MINIMUM & EOORS EMBEDMENT OF 1.1/2", OR a" TAPCONS DOOR -54.5 .77 THIIRMATRU FIBERGLASS DOOR FL015227.1.68 IMPACT %-rrw X2.1/2"@14"D.C. WITH 1.1/4"MINIMUM EMBEDMENT DOOR -54.5 -SS THIAMA TRU FIBERGLASS FL#10975.1 IMPACT X"ITW X2.1/2"@13.7S"O.C. WITH 1.1/4"MINIMUM GLAZED DOOR EMBEDMENT DOOR -S4.S -SS TH1AMATRU FIBERGLASS FL# 1097SA IMPACT W ITW X 2.1/2" @ 13J5" O.C. WITH 1.1/4" MINIMUM GLAZED DOUBLE DOOR EMBEDMENT GARAGE -31.2 -48 CLI 'PAY W7 GARAGE DOOR FL# 5684.2 IMPACT 5/16" X 1.1/2" WOOD LAG SCREW AT EACH BRACKET DOOR 1. DESIGN CODE: Fonda IG NO Code 2010 Edition w/20_ Supplements using ASCE 7-10 ILA IGL1 13 2. Structure Design is: K Enclosed _ Partially Enclosed _Open Building 3. Risk Category: __I X II ITT HIV Exposure Category: _B %'-C _ D 4. Design Wind Velocity IG ~i mph ASD _ LRFD End Zone Width --+-ft. - 5. Mean Roof Height: _VP ft. Roof Pitch: G :12 Parapet - ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30' MRH(mmcm)) Zone 1:_14LLZone 2c_fe� Zone 3:' s4Zone 4�Xf,(Zone S:-6T+rGarage:'3l+L m 7. Design Loads: Floor: S 7PSF Roof/Dead: 17 PSF Roof./Live W PSF Balcony: (p'T-•PSF 1 Dock: _PSF Deck: PSF Stairs: to I PSF Fence: PSF Railing: 50 PLF 8. Were Shear Walls Considered for Structure? Yes -not applicable Explain Why Not: 9- Is A Continuous Load Path provided? __X_Yes knot applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports submitted by owner o r -AMS�+�II,,{� .��►4--yyG±!n-- -1��yy�� -�_.0C_t_!_L,'..�r.,--__.fe �v._I_.{..L,L/�_..L1 V.1..n1.'r•__, '"�.:- .:.7.:4 ..,.:L�+-F_ �1- THE SEAL HEREON IS PROVIDE ONLY TO INDI :ATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF MANUFACTURER, WHICH CARRIES ITS OWN �- -:- - --=r-- - -- THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS: RESIDENTIAL CODE. Q,ffit"GG CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WTTH SECTION 77 - R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. TAL WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE. -DEVELOPED, INDEX OF NOT GREATER THAN 450. I 1"- ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301.2(1) _... CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF'OUND SNOW WIND DESIGN Spaoo' Topographlo SEISMIC DESIGN SUBJECT TO DAMAGE PROM WINTER DESIGN TEMo• ICE BARRIER AIR MEAN UNDERLAYMENT FLOOD FREEZING ANNUAL REQUIRED" HAZARD69 INDEX' TfiMW 'QU° Proil Ilna Termlie° 40Ap mph elfacia° N� CATEGORY' WeetMrlA yI_ NA SwFWK301.20) NA Negligible NA He4v NA �� _ NA NA TRUSS ID BEARING TRUSS ACTUAL SIMPSON CONNECIOR(S) FASTENERS POINT(S) UPLEf (GROUPED. CONNECIFOR(S) UPLIFT DESIGN WORST CASE) A-B EACH 844# (1)HETA20 1810# 10-10d GEA-GEB 48" O.C. 153# (1) HETA 20 18104 10.10d VALLEY 48" O.C. 672# (1) MTS 16 1000 14-10d TRUSSES vi8 _ poop, 7 _ TI G A 6 - - PC IA Com � x g i HAW (o�i 1'�- 1/Z �i4 � �" - • TRUSS INFORMATION TAKEN FROM MANUFACTURERS SHOP DRAWINGS. CHAMBERS TRUSS CORP. - -- --- -- ON I JOB #71772. TRUSS ENGINEERING DATED 3/21/14. ALL LOADS, REPRESENT WORST CASE LOADING FOR GROUPED q l r �Y Pr }L .� •` CATEGORIES. SEE MANUFACTURER' S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. 7j,4 y� ' q -F�A- - i2R 4x ACC• . .I117 G:L1751 __ � , LAl:Cnp� f i --- S _ x c:n+a(S L.� } '�.Lt•G, L_ �_ { (. L .CL.G...L TS ...� ..-NE.... if,, � __... - �. - Pill a P• ', P - v P- 1 41_pr� /,! 4++ 4" (0 21 @_ ROOF SHEATHING NAILING ZONE INFO. ! ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER &$ O.C. FIFA D. �) 7,ONE P2 V X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" D.C.FIELD. ZONE P3 5' X 5' @' HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @'I' O.0 PERIMETER & 4" O.C. FIELD • eC NOTES: pA_T II owl" 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL. BE PEEL. &.STICK OR 30# FELT COMPLYING W/ ASIM 0226. -- J� Rlp ; io�l�t3 zt y u�f 0wfir e- / ttA 't-ItrLDi iNs 4-CT ri4ouJt-R vim 5 a9 11To EY� J�KtM�M 51Z ALLOt,Wt eLs�tat;apamo C r�� G i ro $/ 14 f r{ ht�Tt1 TXT.I Al. UE 1d —..-1 L�1it I-Z f 10013 (r3 o r s s p 1AWMO V4 ' SCA L) i 1 INFO . LINTEL SC#jD'L)LY $LAOC-MG E1W' MARK SME DE CRIPTION Li 2'-10" PRECAST W/ 10 5 BAR L2 3'-6" PRECAST W/ 1 #5 BAR L3 4'4)" PRECAST W/ I # 5 BAR a _L G tz" tz" P H.:.. p2 not gTA4 E P L4 4'-6"PRECAST W/ 1 #5 BAR _ o 40 L5 5'-4" PRECAST W/ 1 #5 BAR L6 5'-10" PRECAST W/ 1 #5 BAR , �,Z LIe_1L5L 112 L7 6'.6' PRECAST W/ 1 #5 BAR L8 7'-6" PRECAST W/ 1 #5 BAR = a L9 9' 4" PRECAST W/ 1 #5 BAR L10 101-6" PRECAST W! 2 #5 BAR � ' - L11 1 F-4" PRECAST IV/ 1 #5 BAR o a L12 12'-0" PRECAST W/ 1 #5 BAR \S L13 13'.4" PRECAST W/ 1 #5 BAR t'bYut4.LL/:__Qj - L14 14'-0" PRECAST W! i #5 BAR 3�S1EC:$�I�1Z1F2 LIS 14' 8" PRESTRESSED W/ 1 #5 BAR— L,16 1514" PRESTRESSED W/ 1 #5 BAR L17 1714" PRESTRESSED W/ 105 BAR L18 19'-4" PRESTRESSED W/ 1 #5 BAR _ _ L20 2'4" PRESTRESSED W/1 #5 BAR L20 22-0 '" PRESTRESSED W11 #5 BAR �I L21 24'-0" PRESTRESSED W/ 1 #5 BAR uv1 :^"s3t'a> f and I (.�vl7 13 4 / hoc-..-,.aa H lzil"It3 Ms RA 1{ . I z . OF 'E6 G HT' �WaLC'al�. (3l o , 10/ 11t3 ��-iiLP ivtlgfi3 ELECTRICAL LOAD CALCULATIONS � s 2542 SQ. FEET I VA 7626 VA 2 20AMP APPLIANCiCIRCUITS 3000 VA 1 REFRIGERATOR 2400 VA LL / Z 1 RANGE :L 1 FREEZER 1c00 VA L._-_...._� 1 DISHWASHER 1200 VA i/fi1 WASHING MACHINE 1500 VA 21rg 131 fi4 �� CL!— 1 DRYER 5000 VA 2 WATER HEATERS 4500 VA 1 SPA PUMP 2000 VA MISC. 6000 VA TOTAL 164 i _ 2 VA � U w � e /td A,,, Ss4 7` i 1�. �721�U1 i r%. _ FIRST 10 KVA@ 101W/o 10000 VA � REMAINDER @ 40%14570 VA ��p � j�R��C�t�� 3�3��M AC / HEAT 18000 VA 225 AMP TOTAL 4270 VA ���;�• _ GDw4i�i�tLIaGT, SI.RV'IGb 42570 178 AMPS 240 USE NEW 22SAMP SERVICE k . S A L)s -- .._ .�._V t_�� L.� L.� c- _1..:_RIC ... __._.I_l_.J._s Lt.------ ....._.... PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT GFI�w I oo �� PYTER B. COON Lff- FA