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HomeMy WebLinkAboutConstruction Plans§di' .£G4C.tl6'.P✓.M}.'�.`xbW�WT-A'�&i�bYZ'.NGAW_3N3i'M+ 3& .: � : 8/�3'fi _ •• . pf?,P(SiYAfAY:Fi.G(N'M1Mti4?A: 4Yn" - � �1 . CALC. CORNER N 1154345.699 E 881290.984 ` LOCATION MAP \ FND.1/2"IR/C-"PSM 659W � (NOT TO SCALE) `+ \ N89-34'48"E(D) 628.43'(D) t z Dj - \ VISIONS, A CONDOMINIUM \ INDIAN RIVER 1 A \ ` --Ai \ O.R.B. 876, PG. 1843 o a• o �S( Np0 — — — — Lakewood Park 7- ,c \ 0 NG 0 \ +` e O } i i GARAGE �� 9U1�0 i S--� p REGAL RD. \ ++ \ GARAGE \ FORT PIERCE INLET II � /pOB,,\\� �9g6 9A N \ -'� `� '� \ THIS SURVEY g, J 404.96' 68 f n S89°3019 W M 649.79'(D) » . S89'34'48"W(D) 1 � SITE B.M. B FND.4"x4"C.M. Y 9• •.°. —c\ 1 TOP OF SET MAG / / I 12 O NAIL (T.P. #8) "L84644" SKETCH OF PARENT TRACT 70 WALK` , °? ^° t- <', EL.=6.46' NAVD'88 N 1154046.423 Fort Pierce ;rl " , _ E 881391.085 SCALE: 1"=100' NOT A SURVEY •� $ p,. ✓v .i':ivc^.:i>+&4feu ." eikA�,: Uf: Ci4ry \ � • ` ` / , 1 = t e � � YII 'f61;Rf'si9&':'feiYYx'.' %tiYb iG.W'" ,.. '. „ Q4"PIPE •RA `. ,.�. ° q \ SYMBOLS \ G , x' " LEGEND \ 9< 9 ', 12" 9 \ 3 WM ®= WATER METER e 5 "^ry F.F.E.=FINISH FLOOR ELEVATION pd = WATER VALVE O.R.B.=OFFICIAL RECORDS BOOK \ a s pd \ ICv D4 = IRRIGATION VALVE \ 6 QEGK a Icv N lcv ,+ r , NAVD 88=NORTH AMERICAN VERTICAL DATUM OF 1988 Sv M = SEWER VALVE C.M.=CONCRETE MONUMENT -NO I.D. B.M.=ELEVATION BENCHMARK TEL ❑ = TELEPHONE BOX "o + IR/C= IRON ROD WITH CAP ELEC. ❑ = ELECTRIC BOX • `' ♦ry WATER FOUNTAIN \� ' 1 ,p �. R/W=RIGHT OF WAY HVD>y =FIRE HYDRANT wM MAG=MAGNETIC GJ�e ® � \` t; ° CONC.=CONCRETE 12 " •' =PALM TREE W/DIAMETER 1, r ,a �+ (M)=MEASURED SHOWER `� — (D)=DEED DESCRIPTION , =EXISTING SPOT ELEVATION UNp QG POS `\ (C)=CALCULATED = CENTERLINE \ POLE �t^ \N GRO try• > p COR.=CORNER =CONCRETE SITE B.M. A \ c ` r \ FND.=FOUND TOP OF SET MAG a r + NAIL (T.P. #9) \ •O N �^2„ `+ EL.=ELEVATION SHADED AREAS INDICATE EL. NAVD'88 \\ /� ° \ ASPHALT SURFACE I \0 -0 + NOTES. " \ a ox'// 1. This surveywas performed for the specific purpose of performing a limited Sit. HPAo � � ■`° `\o location ad topographic survey in the area shown. NOTE: this Is not a � 9p `'�� boundary survey. M ucrtr ° 00 , "11p \r2. This survey does not reflect or determine ownership. POLE \ ICV ,ry. `LQ' X'.. ^,�? HEATER `2 o IIc \ 9 > /O%SEO o0 2� Pao ',oa 3. Lands shown hereon were not abstracted for rights -of -way or easements of \ f PR �ZO +\N record. This survey was performed without the benefit of a title search. y` 86 e FND.4"x4"C.M. ++�` 4. Reproductions of this drawing are not valid without the signature and original PROPANE uo ^h o0 0' A "R 20" ``y raised seal of a Florida licensed Surveyor and Mapper. n \ �q5 h1y Z0� N ti541os O E 881774.235. Underground utilities and improvements were not located under the scope of \ - + U) \ a"Pvc 9a 20 n ,15 .,° `\ this survey. cn� G R 2 +, °0 6. Elevations shown hereon are in feet, referenced to NAVD'88, based on NGS \ 26' NpSCPP o a Benchmark "P 633 2005", having a published elevation of 1.49 ft. NAVD'88. \ O \ 6 LP y g 0 \ o Elevations shown hereon have been measured to an estimated vertical positional -pz \ ° �` o I\ � accuracy of 0.05 feet on hard surfaces and 0.1 feet on ground elevations. ti N Z �6\\°0 ? •`°6 9h �y \ 7. Bearings and coordinates shown hereon are referenced to the Florida State \ .°e �5 °�3 °^ 0, �\ Plane Coordinate System, East zone, NAD 83/2011 Epoch 2010 per real time �n kinematic GPS observations on date of survey. Line of reference = Easterly SO D GRASS N °° G a \\ R/W line of State Road A1A, grid bearing N18029'38"W per Visions condo ocs M ° P + recorded in O.R.B. 876, page 1883. Z. FLOOD ZONE "AO to \ \ A m \ DEPTH 2' `f 0 \ ,, \ 8. Flood zone lines are approximate and were scaled from FEMA Flood insurance \\ 6 F \\ rate map no. 12111CO93J, dated 2/16/2012. -Z.\ /'�q -A E + 9. Measurement methods used for this surveymeet the requirements of Florida 5 VISIONS, A CONDOMINIUM \\ Standards of Practice for Surveyors y & Mappers 9 pers Chapter5J-17.050-052 F.A.C. o x \\ .�°� Q E O.R.B. 876, PG. 1843 \ n \ , FND.1 /2"IR/C S20'56'43"E �_n "LB4644" 12.37' --\ N 1154046.423 FND.4"x4"C.M. E 881391.085 260.24'(D) \ MONUMENTED PROPERTY LINE ` L --A n 260.121(C) 144.84 649.79'(D) 02©� 58930'19"W(M) r m ( QC S89'34'48' w D OCEAN PEARL CONDOMINIUM - O.R.B. 1290, PG. 2114 -` �\ / " / \ ILLEGIBLE R C \ G„vJ7 " 11" {R ' : S ui .$ 8 yuq k 0. i i , Y4 ,+.max".•m•a^'m+saaw 0.4'S.,0.2'W. \ 404.96 = 40 Z, S8963019 W(M) \ - _ .._ \\ (IN F"LET) r 10 feet a_�:,an \� ZNG. TEO rt. p Of Survey T i 7 ' ' � T ' ` i ', SEAL = DATE REVISION NOM:SURVEYORS MI LlOIIC SIb S TO THE R1. F 7 . Topographic Survey NOTE 7NlS SURVEY IS OERDFIED AS TO THE DATE OF THE FIELD �� �` �'�"' �'�� ` ' ' `s+ g 4, � 1 3/30/20 ADD ACCURACY' STATEMENTS SURVEY, NOT THE S/GNA7URE DATE. j e n,��:rb" S , 5/6/20 ADD PROPOWD PERGOLA Visions Condo Pool Area piol Say ` a I ' 4000 N. H � _ -y A 1 A, Fort Pierce CERTIFICATE OF AUTHORIZATION (LB) No. 6840 St. Lucie County, Fl 684 Old Dixie Highway y 5/6/2020 Vero Beach, FI 32962 WILLIAM B. ZENTZ, -- .417E Phone: (772) 567-7552 DRAWN BY I FIELD BOOK / PAGE FIELD SURVEY DATE Job No, SHEET OF STA OF EoLO DDA R No. 5276 Fax : (772) 567-1751 W.B.Z WZ 48150 9119119 182-031 1 1 12 r 41 Scope Of Work: 24" loon • 1. Construct detached cabaana A UPLIFT per plane. GRAVITY TC LL 20 PSF TC DL 15 PSF BC LL 10 PSF BC DL 10 PSF TOTAL 55 PSF WIND RESISTANCE W � . m � # E QiI1N N C nl (X ® m ILL,' m O z zQ � W LL z lX LQ 3 � O � 12 12 4 z METAL ROOF METAL ROOF m U> i O ui mm 2'0" O/H SQ, CUT -- 00 • A O O TC DL 5 PSF BC DL 5 PSF 10I TOTAL 10 PSF ROOF LAYOUT PLAN UPLIFT I Duratf0n= 1.33 WIND 'a 1-10 MPH SCALE : 1/4" . 1'0" I _z> O/H 0 JrL id CUT 0 A O Q U d (P GRAVITY LOADS OVER 5,0000 ARE SHOWN RIGHT ELEVATION LEFT ELEVATION m Q Q m UPLIFT LOADS OVER 1,0000 ARE SHOWN ON LAYOUT, SCALE : 1/4" . 1'0" scALE , 114" . 1'0" -- - - --+�----- ----- --- - --- -----{I - -- - -- „ „ ----- ----- ___ _ 2'0" �o3U- W 111 z 12 12 4q,C� O W METAL ROOF METAL ROOF CL DO NOT SUBSTITUTE CONNECTORS. _ _ - - p- } ® I- DO NOT SHEATH TRUSSES' BEFORE ALL STRAPS ARE IN PLACE, STRUGTUR,4L NOTES -TRUSSES TRUSS CONNECTOR SCHEDULE I• ROOF NAILING PATTERNS: 8d RING SHANK NAILS 6" OC FIELD AND 4" O/C EDGES, BRNG PLY CONNECTOR QTY CONNECTOR DESIGN FASTENERS FL 2. STRUCTURAL LUMBER: - CODE MINIMUM GRADE LUMBER= 2x12 •2 HF, 4x4 •2 SYP, POINT UPLIFT O ALL OTHERS •2 SYP or STUD SPF, O REF: PLYWOOD SHEATHING TO BE APA RATED COX STRUCTURAL, O A 1 HETA20 1 1810 (g) 10d X 1-1/2" SIMPSON (F2=125) 11413 I, ATTACH VALLEY TRUSSES AND PIGGY BACK TRUSSES, IF PRESENT, TO MAIN TRUSS PER TRUSS COMPANY DRAWING. 2, TRUSS TO TRUSS CONNECTION BY TRUSS COMPANY, INSTALLED PER MANUFACTURERS SPECS. 3, LATERAL FORCES PERPENDICULAR AND PARALLEL TO WALL HAS BEEN CONSIDERED (LESS THAN 300 PLF.) 4, BUILDER TO APPROVE TEMPORARY BRACING TO PREVENT TOPPLING OF TRUSSES, SEE H1B-9, 5, OTHER SPECS, OIF DIFFERENT FROM ABOVE, HAVE THE PRIORITY. ROOF NAILING: 8d RING SHANK NAILS 6" O/C FIELD, 4" O/C EDGES THE TIE BEAM OF THE WALLS IS NOT TO BE POURED AND NO TRUSSES ARE TO BE ORDERED OR INSTALLED UNTIL THE TRUSS ENGINEERED DRAWINGS THAT ARE SUPPLIED BY A FLORIDA REG "TRUSS ENGINEER" TO THE ENGINEER/ARCHITECT OF THESE PLANS, SHOWING ALL UPLIFT AND GRAVITY LOADS TO BE COMPARED TO THIS PLAN AND MODIFIED ON THIS PLAN, IF NECESSARY, INCLUDING MODIFYING VRAPS/CONNECTIONS TO WALLS. ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. WOOD FRAMED BEARING WALLS FIRST STUD AT CONCRETE IS TO BE PT AND ATTACHED WITH 3/16" TAPCONS, 1-1/2" EMBED • 12" Or- EXCEPT AS SHOWN, 3, EXTERIOR CEILINGS TO HAVE HIGH RIB LATHE AND 1/8" STUCCO, FASTENED TO TRUSSES WITH II GA, 1-1/2" NAILS. WITH 1/16" HEADS, NAILED 6" OC,OR 16 GA. STAPLES WITH T/8" LEGS 6" OC. ALT CEILING: 5/8"GYPSUM BOARD WITH BLOCKED SEAMS, FASTENED W/ 6d NAILS, OR •6 X I-1/4" SCREWS, 1" OC FIELD AND 4" OC EDGES. 4. TEMPORARY BRACING PER HIS-SI. 5, FABRICATION SHOP DRAWINGS OF THE ROOF AND, FLOOR TRUSSES MUST BE AUTHORIZED BY THE CONTRACTOR. 6, ALL DRAWINGS ARE PRELIMINARY UNTIL THEY ARE APPROVED BY THE GOVERNING. PERMITTING AUTHORITY, 1. CONTRACTOR IS RESPONSIBLE FOR LAYOUT OF WORK, ALL DIMENSIONS, ELEVATIONS, PITCH, AND THE WALL AND CEILING HEIGHTS, 8. CONNECTION OF VALLEY TRUSSES: TO PERPENDICULAR TRUSSES, USE SIMPSON MTS16 (14) IOd X 1-1/2" NAILS, (TYP) s 48" Or- TO EXISTING OR TO 2X4BLOCKING, TO PARALLEL TRUSSES, USE 2 x 4 BLOCKING ® 48" OC BETWEEN EXISTING TRUSSES. (SIMPSON MTSI6 TO BE AT EACH END.) SCHEDULE F7Ci-I 30" SQ. x 16" d CONC. PAD FTG.. W/(5) 5 REBAR EACH WAY, 8"w x 16"d CONT. TIE BEAM all TB-1 W/(4) 5 REBAR CONT, W/" REBAR (4) 5 REBAR -"7 HOOPS ® 2'0" O/C f2).5 REBAR CONT, i" _ i� 16" CORNER BARS EACH CORNER- 3 REBAR HOOPS s 2'O O/C 8" x 16 TIE BEAM - 2-0" so. O/H GUT - _O SQ, REAR ELEVATION FRONT ELEVATION SCALE: 1/4" - 1'0".. SCALE: 1/4" I'0„ 20[.oi -FTC I r- -'----------- - - - - -- -------- , _---_--_-_�__�_ -:-- ,o o 1---_ ----- ------,' o 1.0 IS" SQ. CMU 16" SQ, GMU _. ELK, COL MILK. COL. 1 i I W/(4) OF, VERT, :W/(4) 05 VERT,I O TB-1 I PAVER DECK I _ 1 CABANA I ' „ I ELO BILK. SL, . W/(4) 5 YERT. W/(4) "5 VERT.I ___ ;oo L— od , tB-1 FTG-I 4FTG-I 201-0" SLAB,BEAM 4 COLUMN PLAN �_ I SCALE : 1/4" • 1'0" t. I LE COPY O/H CUT _ pn - --- --_ - --- - -- g 16" SQ, CMU 8" x 16" TIE BEAM I O 16" 84. GMU BLK, COL. ELK. COL. I " > Z0 z m i i L m P-AVER-BECK Q w,:I CABANA d i i , Idol' FLAT CEILING I ; ; '' I x 6 TONGUE 4 GROOVE CEILING I'. "4 I O x m ::.X „ m (k _ l / O „ i � I I6" SQ, GMU I SLK. Cot,','16" SQ, BLK COL. ' 8p x IOa TIE BEAM , �... Q �r } W W 1� I1 FLOOR PLAN SCALE: 1/4" " 1'0" W4 area tabs REVIEWED F?R 0DE COMPLIANCE CABANA �280 SQFTy ST. L CIE C09UPTY ELECTRICAL LEGEND _ pn - --- --_ - --- - -- g 16" SQ, CMU 8" x 16" TIE BEAM I O 16" 84. GMU BLK, COL. ELK. COL. I " > Z0 z m i i L m P-AVER-BECK Q w,:I CABANA d i i , Idol' FLAT CEILING I ; ; '' I x 6 TONGUE 4 GROOVE CEILING I'. "4 I O x m ::.X „ m (k _ l / O „ i � I I6" SQ, GMU I SLK. Cot,','16" SQ, BLK COL. ' 8p x IOa TIE BEAM , �... Q �r } W W 1� I1 FLOOR PLAN SCALE: 1/4" " 1'0" W4 area tabs REVIEWED F?R 0DE COMPLIANCE CABANA �280 SQFTy ST. L CIE C09UPTY ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL ceiling fan 4 bladed 01 2 exterior light OS 4 0 outlet gri 2 da" switch 2.. Z Q O U U--1a SHEET tOCG - Pim 01 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND OTHER INFORMATION. ANY DISCREPANCIES MUST BE REPORTED TO THE DESIGNER PRIOR TO WORK METAL ROOF SEE 12 ATTACHED N.O.A. SEE ELEV PLAN 30 LB TIN TAGGED FELT 5/8" PLYWOOD FASTENED PER FBC R4409.2.2 ON WOOD TRUSSSES. SEE ROOF LAYOUT FOR TRUSS ANCHOR TRUSSES SET ON VAPOR BARRIER 2 x 4 RAT RUNS FELT PAPER or METAL • 8'O' O/C _ -SEE ELEVATIONS FOR WALL HEIGHTS I x 6 TONGUE - a - -(TOP OF PLATE) - - AND GROOVE CEILING ' e" x 16" CONT. TIE BEAM d �IX2 ON 2X& FASCIA W/"(4) 05 REBAR CONT, W/ METAL DRIP EDGE 03 HOOPS o 24" O/C STUCCO SOFFIT W/1" x 20" SCREEN VENTS 16" SQ, CMU BLOCK CONCRETE COLUMN W/ 4) 05 REBAR VERT, 5/8" NOMINAL THICK --STUCCO FINISH 2,500 PSI 4" CONCRETE 5LA5 WITH FIBER MESH - OVER 6 MIL VAPOR BARRIER OVER GLEAN 1-1/2" x 8" BLOCK RECESS COMPACTED SOIL POISONED AS PER F5C 2011. 411 12• GRADE ' 11 3011 SQ x i6"d CONC. PAD FTG. W/ (5) +5 REBAR EA, WAY 16'' Sty. CMU �L:� WALL,aT(ON CONCRETE E3'LOCK I TIE IBEAM COIN[ TRUCTION GENERAL CONSTRUCTION NOTES: FOUNDATION; CONCRETE, STEEL AND WOOD I. ALL CONSTRUCTION MUST CONFORM TO FLORIDA BUILDING CODE 2011, btM Edition 2.. ALL DRAWINGS ARE CONSIDERED PRELIMINARY UNTIL THEY HAVE BEEN APPROVED BY THE LOCAL BUILDING DEPARTMENT THAT FOLLOWS FS CHAPTER 953 AND FBC 101.3.E 3. PLANS NOT APPROVED AS STATED IN 02 ARE CONSIDERED UNLAWFULLY PERMITTED. 4. PLANS NOT APPROVED BY:QUALIFIED REVIEWERS BY THE AHJ (AUTHORITY HAVING JURISDICTION) ARE CONSIDERED. INVALID AND. UNLAWFULLY PERMITTED. THIS IS THE RESPONSIBILITY OF THE CONTRACTOR/PERMITTEE TO CONFIRM. S. THE. DESIGN ENGINEER HAS NO RESPONSIBILITY OR LIABILITY FOR PLANS' TO BUILD ANY STRUCTURE. THAT ARE ETHER INVALID OR UNLAWFULLY PERM ITTED. 6. DO NOT ORDER ANY WORK OR MATERIAL WITH PRELIMINARY DRAWINGS. 1. ALL VEGETATION IS TO BE REMOVED FROM SLAB / FOUNDATION AREA NO WOOD OR VEGETATION IS TO BE BURIED WITHIN IV OF ANY BUILDING OR PROPOSED BUILDING. FILL TO BE CLEAN MATERIAL PLACED IN LIFTS .NOT TO EXCEED 6" MECHANICALLY COMPACTED. ALL CELLS, CAVITIES AND AIR GAPS SHALL BE CLEANED OF ALL NON -PRESERVATIVE TREATED WOOD OR CELLULOSE MATERIAL PRIOR TO PLACEMENT OF CONCRETE. S. SOIL BEARING 2,500 PSF MINIMUM AT 95% OF MODIFIED PROCTOR AS PER ASTM 0-1551, TESTED IN 12" MAX LIFTS, CONTRACTOR TO PROVIDE CERTIFICATE. 9. SOIL POISONING TREATMENT TO EXTEND I FOOT BEYOND EXTERIOR 50EWALLS OF STRUCTURE. a. SOIL TREATMENT CERTIFICATE TO BE STORED IN WEATHER RESISTANT JOBSITE PLANS BOX 10. ALL CONCRETE WORK SHAH BE IN ACCORDANCE WITH "SPECIFICATIONS" FOR STRUCTURAL CONCRETE BUILDING" ACI 3I8-05 a. CEMENT: ASTM C-I50, TYPE 1 b. WATER: POTABLE a. AGGREGATE: ASTM C-33 d. REINFORCING STEEL: ASTM. A-615, GRADE 40 0. SLUMP: 5 INCHES MAX f, METAL ACCESSORIES,ACI-315 S. REINFORCING MESH: F-15MMESP OR ASTM A-185, 6Xb WI,4/WI.4 K CURING COMPOUND: ASTM C-309, TYPE I I. FORMWORK: Art SP-4 FORMWORK FOR CONCRETE, FORMWORK SHALL BE THE J. RESPONSIBILITY OF THE CONTRACTOR. k. TOLERANCES: FLOOR SLABS: 1/8 INCH IN 10 FOOT MAXIMUM I. FINISHES: FLOOR SLABS - STEEL TROWEL FINISH. t. WALKS 4 DRIVES - BROOM. it. FLOORS TO RECEIVE TILE - BROOM. m. SAW CUT .CRACK CONTROL IN SLAB AT MAX SPACING I5'-& O/C AS BOON AS CURING PERMITS L NOT TO EXCEED 24 HOURS FROM TIME OF CONC. POUR. IL MINIMUM COVERAGE FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE: a. Y CONCRETE DEPOSITED. AGAINST GROUND.. b, 115" WALLS EXPOSED TO WEATHER OR IN CONTACT WITH THE GRADE C. 3/4° WALLS NOT EXPOSEC TO THE WEATHER, d. I 'h" COLUMNS, s. J I"y" BEAMS, (OVER MAIN REINFORCING) F. 3/4" STRUCTURAL SLABS, FROM SURFACE, M ALL CONCRETE SMALL BE PLACED WITHIN 90 MINUTES FROM BATCH TIME, UNLESS RETARDER IS ADDED TO THE. MIX. 13, ALL CONCRETE FOOTINGS SHALL ATTAIN A MIN. STRENGTH OF 25• PSI. IN 28 DAYS, FOOTINGS SHALL ATTAIN A MIN. STRENGTH OF 3.000 PSI 14. ALL CONCRETE BEAMS AND COLUMNS SHALL ATTAIN A MIN, STRENGTH OF 3000 PSI IN 28 DAYS 15. GRADE 40 STEEL. MINIMUM IN FOUNDATION AND FOOTINGS, GRADE 60.IN BEAMS AND COLUMNS, LAPPED PER ACI-318. 16. PLACE ONE 05 BAR AT EACH SIDE OF MASONRY OPENINGS 4 4'0" SPACING. (U,O.N.) HOOK TOP OF COLUMN BARS INTO TIE BEAM 11. METAL STRAPS, CLIPS AND HARDWARE SHALL BE GALVANIZED, OR APPROVED E68JAL IS. MASONRY TO CONFORM WITH ASTM C-90, fin. 1900 PSI, TYPE M MORTAR PER ASTM C-210, fm - 2500 PSI. MASONRY CONTRACTOR TO VERIFY WALL HEIGHTS, BEAM DEPTHS, AND MASONRY OPENING SIZES PRIOR TO CONSTRUCTION, IS. STRUCTURAL WOOD CRITERIA: - a. PRIMARY WOOD FRAMING MEMBERS SHALL BE NO. 2 SOUTHERN PINE OR BETTER, SURFACED DRY, USED AT 19% MAXIMUM M.C. WITH THE FOLLOWING STRESS RATINGS, UNLESS OTHERWISE NOTED: I. FIB SINGLE MEMBER 1,200 PSI II. FE REPETITIVE MEMBERS 1,400 PSI [it. FC PERPENDICULAR TO GRAIN 565 PSI IV. E 1,60Q000 In. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. 20. ALL WRITTEN DIMENSIONS ON THESE DRAWWGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 21. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WLL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. DESIGN ENGINEER IS NOT LIABLE FOR ANY CONSTRUCTION THAT PROGRESSES WITHOUT NOTIFICATION AND HIS CONSENT TO PROCEED IN WRITING. 22. SPLITTING OR CRACKING OF STRUCTURL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 24 VENTILATION OF WOOD TRUSS ATTIC, R 806 AREA OF CEILING DIVIDED BY 150 THE MIN. CODE NET FREE AREA OF VENTILATION 25. ATTIC VENTILATION IS PROVIDED BY SCREEN SOFFIT VENTS 20" X 1" WITH INSECT STEEL SCREENING, ASSUMED FREE AREA - 15% 26. LOCATE SOFFIT VENTS ON ALL 4 SIDES OF ROOF, EQUALLY SPACED APART. NO ADDITIONAL ROOF VENTS REQUIRED. 21. CONTRACTOR 15 RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. PLYWOOD SHEATHING MUST BE APPLIED AS THE ROOF OR FLOOR TRUSSES ARE ERECTED TO PREVENT TOPPLING. REFER TO TPI A WTCA PUBLICATION "BUILDING COMPONENT SAFETY INFORMATION' FOR HANDLING AND BRACING OF TRUSSES. TEMPORARY BRACING PER. HiB-91, 28. CONTRACTOR TO OBTAIN THE LATEST PRODUCT APROVALS FROM THE MANUFACTURERS, VERIFY SAFE PRESSURES, THE EXPIRATION DATES, INSTALLATION SPECIFICATIONS AMC) SUITABLILITY OF THE. PRODUCT BEFORE INSTALLATION OF ALL BUILDING COMPONENTS. 29. CONTRACTOR TO LAYOUT -THE WORK, VERIFY ALL DIMENSIONS, ELEVATIONS, PITCH, WALL AND CEILING HEIGHTS PRIOR TO ORDERING ANY WORK OR MATERIAL 30. WIND LOADS: FBC 2011, 6th EDITION, 1-10 MPH, 3-SECOND GUST, EXPOSURE D. i m w C O7 Q Z Qm{YO � Q JJj ch ry N 1ll�l 61 .40 �y fu N Z-4_jpl� ,n F m LL d � � Z DRAFTED BY CORAL KEY DESIGN INC DRAFTING SERVICE 605 BELVEDERE RD, W.P.B.,FL. 561-12Y-3890 n Iu uj V, U IN gzZ0- � Q O O OV W a1 tX i p Itl Ui I X c0 [' —A 1'' Q Ell rr� a Q FILE COPY ° z d REVIEWED FOR SWEET CODE COMPLIANCE ST. LUCIE COUNTY BOCC BEARING ELEVATIONS ,-- _. 1/411 — 11-011 SEE PLAN I 0/ WALL & CLG. HEIGHTS A.F.F. OF MAIN HOUSE B U L mum' I i� O M BL11LDING COMPONENTS SIMPSON Strong -Tie TRUSSES@RMBCLLC.COM DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES SIMPSON HANGERS W REVISIONdao CITY TYPE CARRYING MEMBER CARRIED MEMBER "g DATE DESCRIPTION LL LUS24 4-10d 2-1Od z x HUS26 14-16d 6-16d HGUS26 20-16d 8-16d HHUS26-2 14-16d 6-tfid HGUS26-2 20-16d 8-16d HUS28 22-16d8-16d HHUS28-2 22-16d 8-16d HGUS28-2 36-16d 12-16d HGUS28-3 36-16d 12-16d THAC422 22-16d 6-16d LUS41'0 8-16d III REFERENCE HUS46 4-16d 4-16d 1'HUS48 6-16d 6 ' LTHJA26-16d 4 I 20-YOd I =ACK_�-i d Attach hangers to 1-ply girders — ---- LnI� w/ 1 1/2" 10d nails. �j Attach hangers to 2-ply girders LOADING w/ 16d nails. TIC LL 20 PSF 12 *Truss manufacturer supplies hangers R TIC DL 15 PSF for truss to truss connections. 2 *All hangers connecting trusses to BC LL 10 PSF w° r building structerre are determined bg+ - r DL_ _ 11 NSF building designer and supplied b builder. L1 LIL AS NOTED r n LIMITED STORAGE ZO PSF n � � T� F LL I�1TE A1'W ARNING ATTIC LIVING SPACE 4o PSF Do not lift single trusses with spans greater than 30' iDURATION 1.25 by the peak. Do not attach cables, chains or hooks DEFL: TOTAL 'I L/240 to the web members. Refer to BCSI 1-03 Summary , Sheet provided for proper handling, installing and WI h' SPEED 11 170 MPH bracing methods. 2011 FLORIDA RIM bTNG CODE ATTENTION FRAMERS/CONTRACTOR ASCE 7-10, CAT, 'III, Enctosed Trusses are not to be cut or altered for any reason. EXPOSURE [� TYPICAL '(�/ /� n' If there is a problem, you must follow the procedures. 1 1 PI CAL END V ® DETAIL listed below: MEAN HEIGHT 12PS (1) Notify RMBC immediately. C TIC LL XX PSF (2) Secure proper Engr rgr'd for any repair. I TICDL XX PSF RM BUILBING COMPONENTS will not honor any backcharges unless authorized by o RMBC Representative, L BC DL XX PSF aRoof trusses are not designed for additional attic O TOTAL LOAD XX PSF storage loads, unless noted otherwise. O DURATION f 1.00 *Attic frame trusses noted as storage/mechanical R DEFL. TOTAL L/360 rooms are designed with additional 30 PSF BC LL °Attic frame trusses noted as attic living space-•-�----m---- are designed with additional 40 PSF BC LL SHEET=OF *MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE THEY ARE SET. LAYOUT TECH: RM *WARNING! Inadequate size and/or fastening of bracing ENGR' TECH -.RR -- material is a major cause or erection dominoing. FILENAME: 00591.dw *Any party who cuts or damages a truss shall be 9 responsible for securing the engineering required for the repair and for subsequent costs. °For proper installation of truss to truss connections, refer to hanger installation guide for attachment purposes. *This truss placement diagram is for the use of the fabricator, general contractor, and truss erection 0 contractor. It is not intended to be a substitute for 1- a framing plan, which is the responsibility of the architect or engineer of record to provide. °Trusses are designed in accordance with the ANSI/TPI 1-2014 National Design Standard for metal 0— plate connected wood truss construction. Refer to BCSI 1-03 Summary Sheet for bracing & truss design dwgs for additional permanent bracing. O Q *RELD BRACING is not the responsibility of the truss I fabricator, truss designer, nor plate manufacturer. W J >_ °Persons erecting trusses are cautioned to seek ...I IQ s y" �� /�/+1 ^ Professional advice regarding erection bracing which 11 _ AI (`I®`../11V is always required to prevent toppling and dominoing. 0 U Z K is the responsibility of the builder to provide LLI +, adequate access roads into and through the site U v l CD for the safe delivery of trusses. Q r- CD*WARNING! The consequences of improper handling, O CD riEVIEWED FOR erecting, and bracing maybe collapse of the ­dY O structure, or worse, serious personal injury or death. —I Q © a i O 3t�s COMPLIANCE'c� v N ST. LUCIE COUNTY IMPORTANT ° ROM Approval of this truss placement is necessary cv m O N before production can begin. Verify all dimensions, �:2 > CD ii spans, pitches, overhangs, elevations, and bearing Qf conditions. Acceptance of this truss placement w assumes total responsibility. The trusses will be LL :2 - LEFT SIDE OF TRUSS built in strict accordance with this placement. O w SIGNED O O DATE