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HomeMy WebLinkAboutRevisions; Building PlansNEW DETACHED STORAGE G AGE PEREZ RES031D NCE BRIDLEWOOD WAY AND ORA, • r PIERCE, All SITE PLAN A2 ARCHITECTURAL FLOOR PLAN A3 FOUNDATION PLAN A4 ROOF FRAMING PLAN A5 ELECTRICAL FLOOR PLAN A6 BUILDING ELEVATI❑NS 1:3lF20®UGT APPROVAL_ SUBMIT-rAL- GENERAL INFORMATION INSTALLATION METHOD STATIC PRESSURE DESIGN PRODUCT WIND - STORM PRTCTN MARK PRODUCT MODEL* MANUFR. PRODUCT APPROVAL GLAZING ATTACHMENT (+) (-) (+) (-) 1� FIXED GL BDWS M9400 MR GLASS FL26351.1 3/16"LAM GL 1/4-TAPCONS 0 ALL MFR'S HOLES W/ 1.75" EMBED +59#,-59# +49.2#,-53.7# IMPACT HD &SILL 3/16-TAPOONS 0 MAX 6" FROM CORNERS MAX 120O.C. SPACING FOR REMAINING JAMBS: MAX 6" FROM CORNERS MAX 18- O.C. SPACING (STAGGERED) AA) FRENCH DOORS M93000 MR GLASS FL26942.1 3/16"LAM GL +84-800 +49.0#,-63.7# IMPACT 120120 STL DR SERIES 170/180 OVERHEAD 1 18-0418.10 N/A JAMBS: 1/20D X 6"LG EXP BOLTS - MAX 6' FROM TOP & BOTT - MAX 16" O.C. SPACING (STAGGERED) +46#,-52# +430#,-51.6# IMPACT PRODUCT MODEL# MANUFR. ATTACHMENT PRESSURE PRODUCT WOW & OR FLASHING `AILKEM 35ONF TREMCO, INC BRUSHED ON MASONRY OPNG INSIDE & VON OUTER FACE OF WALL N / A -440 PSF METAL ROOFING STUART LINE SUNLAST MTL #10 FASTENERS - 12"O.C. FIELD & 6"O.C. PERIMETER/CORNER -84.3# (FIELD) -136.7# (P&C) SIDING N/A N/A N/A N/A N/A SOFFIT STUCCO N/ A N/ A N/ A N/ A I HAVE REVIEWED THE ABOVE INFORMATION & APPROVED IT: ARCHITECT: JAMES E GILGENBACH FL AR7457 SIGNATURE: DATE: I I� I I I 3" I V.T.R. I I I I I I I I i LAV I 1 1/4" I 4" SAN. LINE TO NEW SEPTIC SYSTEh (SEE SITE PLAN) PLUMBING RISER NO SCALE PLUMBING NOTE: ALL BATHROOMS & CAB. BA. TO HAVE FLOORS PROVIDE 'ANTISCALD' VALVES @ ALL TUBS & BASES OF TILES OR OTHER IMPERVIOUS & SHOWERS MATERIALS A WATER HAMMER ARRESTOR SHALL BE INSTALLED FIRESTOP ALL PLBG, PENETRATIONS OF THE WHERE QUICK -CLOSING VALVES ARE UTILIZED / FIRE RATED GARAGE WALLS OR CEILING WITH WASHER MACHINE / DISHWASHER AREA. PROVIDE '3M' (OR EQ.) FIRE BARRIER PRODUCTS ANS ACCESS TO WATER HAMMER ARRESTORS. APPLIED AS PER MFR'S. SPECIFICATIONS. STEEL STUDS SUPPORTING WALL HUNG PLUMBING' WATER HEATER WILL BE ELECTRIC 20 GAL FIXTURES SHALL BE DOUBLED OR NOT LESS TANK UNIT THAN 20 GAGE WITH A MIN. EFFECTIVE MOMENT ALL PLBG. FIXTURES TO COMPLY W/ TBC' OF INERTIA EQUAL TO 0.864 IN.4(360 M4) PLUMBING TABLE: 604.4 TUB & SHWR. WALL TO BE NON -CORROSIVE IMPERVIOUS MATERIALS MIN, 6' ABOVE RM. FLOOR WATER PIPING TO BE 'UPONOR PEX' PIPING TABLE 704:1 SLOPE OF HORIZONTAL DRAIN PIPE SIZE (INCH) MIN SLOPE (IN/FT) 2-1/2 OR LESS 1/4 3 TO 6 1/8 8 OR LARGER 1/16 AVENUE LML 0 5CRIPT16W, i2E FEET mLE ktk SINGLE FAMILY RESIDENCE SCOPE OF WORK: NEW ONE STORY DETACHED STORAGE GARAGE BUILDING CODE INFORMATION: ARCHITECT: JAMES E, GILGENBACH (FL AR7457) WIND DESIGN STANDARD: ASCE 7-10 BUILDING CODE: FL BLDG CODE 2017, 6TH ED, ELECTRICAL CODE: NATL ELECTRICAL CODE 2014 (NFPA 70) DESIGN WIND SPEED: ULTIMATE-170 MPH NOMINAL-132 MPH DESIGN WIND VELOCITY PRESSURE: 41.1 PSF IMPORTANCE FACTOR: 110 BUILDING OCCUPANCY CATEGORY: 'II' BUILDING WIND EXPOSURE CLASS: 'B' INTERNAL PRESSURE COEFFICIENT: +/-.18 MEAN ROOF HEIGHT FROM GRADE: 11.0 FT. BUILDING DESIGNED: ENCLOSED IMPACT PROTECTION: 'IMPACT' GLAZING BLDG OCCUPANCY CLASSIFICATION: R-3 (SINGLE-FAMILY) BLDG TYPE OF CONSTRUCTION: TYPE V BLDG - TOTAL # OF STORIES: 1 STORY BLDG. ROOF OVERHANG & PITCH 24' OVRHG & 5/12 PITCH ROOF DEAD LOAD: SHT METAL / 5 PSF _ - - - - - - - - - - - - - ORANGE AVENUE LANDSCAPE/ IRRIGATION NOTES: ALL LANDSCAPED AREAS AS SHOWN ON THE LANDSCAPE PLAN SHALL BE FULLY IRRIGATED BY MEANS OF A AUTOMATIC (TIMECLOCK CONTROLLED) IRRIGATION SYSTEM CONFORMING TO ALL LOCAL CODES INCLUDING SOUTH FLORIDA WATER MANAGEMENT DISTRICT 'XERISCAPE' PLAN GUIDE II. ALL PLANT MATERIALS TO CONFORM TO STANDARDS OF FL13RIDA #1 OR BETTER AS GIVEN IN GRADES & STANDARDS. SOD I ST AUGUSTINE FLORITAM GRASS S C A L E 1 " = 30'-0" NO TH W 1.4 C, ^m Uw �J a 0 0 0 0 1n L m t9 willNow- RENASIONS: !EV., 22 APRIL 2019 INCREASE GARAGE !EV.: 12 JUNE 2019 GARAGE DOORS IEV: 07 OCT 2019 SLOG DEPT COMMENTS IEV: 08 SEPT 2020 YDW/ORS NOA DRAWINGS ARE NOT TO BE :ACED. WRITTEN DIMENSIONS WE PRECEDENCE OVER ALL CALED DIMENSIONS. CONTRACTOR TO VERIFY ALL NOISIONS L ADVISE ARCHITECT - ANY DISCREPANCIES. NSIRUCTD SWLL NOT PROCEED MTL SAID DISCREPANCIES HAVE IN RESOLVED BY ARCHITECT, N8 NATOUALS OR SYSTEMS AIDE I BE FABRICATED UNTIU ALL DIMENSIONS HAVE BEEN ERIFIED BY THE CONTRACTOR. SHOP DRAWINGS HAVE BEEN EVIEVED & ACCEPTED BY f ARCHITECT. DATE: 24 OCT '18 PROJECT NO: 17 - E117 Lfe : Al GENERAL CONSTRUCTION NOTES: REINF. MASONRY STANDARD: STUCCO ON STUCCO ON 8" CBS WALL 8" CBS WALL CONT CAUL WOOD DOOR FRAME W/ ANCHORS TO WALL AS PER NOTES BELOW. APPROVED X4 P.T. .. ...,...,.__ ....... WOOD .WOW. BUCK ..... ,. ..,., 1/2" GYP. BO. ON 1X3 P.T. WD. FURRING STRIPS', CONC BLK ANCHORAGE DTL DOOR DETAIL / S C A L E 1 1 /2" = 1' 0" 2 ALL ANCHORAGE TO BE WITHIN 6" FROM CH CORNER AND AS MAXIMUM OR 16" BETWEEN CENTE 8. SHIMS TO BE USED TO FILL THE VOIDS AT ALL ANC ORAGE POINTS. 2X6 P.T. WD. DR. NOTE, BUCK AT SIDES HEADER BUCK MAY BE & TOP OF DR. W/ SECURED W/ PWDR. CONT CAULK 1/2' EXP. ANCH. DRVN. ANCH. PINS BOLTS INTO CONC. TIE COL. AT 16' GALV. MTL, O.H, DR, ALUM. FRMD. WOW. O.C. & 6' FROM TRACK / SECURE TO W/ ANCHORS TO WALL BOTH ENDS MAX./ WD. BUCK AS PER DR. AS PER NOTES BELOW. OFFSET BOLTS -I MFR. SPECS. TP A11f i T.A APPROVED 1X P.T. WOOD WOW. BUCK 1 /2" GYP. BD, � ON 1X3 P.T. WD. FURRING STRIPS CONC BLK ANCHORAGE DTL WDw.w DETAIL B S C A L E: 1 1 /2" = 1'-0" 2 AT MASONRY WALL: 3/16" 'TAPCON' ANCHOR THRU WOOD BUCK WITH MIN. 1 1/4" PENETRATION INTO CONCRETE. AT WOOD FRMD. WALL: #10 SMS SCREWS WITH MIN. 3/4" PENETRATION OF THE WOOD FRAMING MEMBER. O.H. GAR/ DR. WD. DR. STOP STUCCO FIN. _J ON B' CONC. BLK. WALL GAR. DR. DTL, A:) SCALE: 3/4" = 1'-0" 2 WINDOW/DOOR OPENING SEALANT PROVIDE 'TREMCO VULKEM 116' WATERPROOFING SEALEANT AROUND OPENINGS BEFORE INSTALLATION OF WINDOWS AND EXTERIOR DOORS. 1. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE, LOCAL, & GOVERNMENTAL CODES, ORDINANCES, STANDARDS AND RESTRICTIONS. 2. ALL TRADES TO COORDINATE THIR WORK WITH ALL OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS ON THE JOB PRIOR TO COMMENCING CONSTRUCTION AND NOTIFY ARCHITECT OF ALL DISCREPANCIES. DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED DRAWINGS. 4. ALL DIMENSIONS ARE NOMINAL TO THE FACE OF STUDS, CONC. BLK. OR EDGE OF MONOLITHIC SLAB FOOTING UNLESS NOTED OTHERWISE. DOOR AND WINDOW SIZE OPENINGS TO BE VERIFIED WITH THE MANUFACTURER. 5. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH & INSTALL ALL ITEMS FOR COMPLETE FULLY OPERATIVE SYSTEMS IN FIRST CLASS WORKMANLIKE MANNER. 6. INSULATE EXTERIOR MASONARY WALL WITH MIN. R-5 INSUL, EXTERIOR WD. FRAMED WALLS WATH R-13 INSUL. AND ATTIC SPACES WITH MIN. R-20 "ICYNENE" INSUL. 7. COMPACT ALL FILL TO A MIN. OF 95% DENSITY AND POISON SOIL FOR TERMITES; MIN. SOIL BRG.: 2500 P.S.F. 8, MIN. CONC. STRENGTH: 3000 P.S.I. 0 28 DAYS. MIN. CONCRETE COVERAGE FOR REINF. BARS. SLAB: 3/4'; BEAMS & COLS: 1 1/2"; 11E COLS: 3/4"; FORMED CONC. BELOW GRADE: 2" & UNFORMED CONC.: 3". 9. REINFORCING STEEL TO BE GRADE 60. 10. DETAILS OF CONCRETE REINF. SHALL BE IN ACCORDANCE WITH "THE MANUAL OF STD. PRACTICE FOR REINFORCED CONCRETE CONSTRUTION". 11. THE COLUMNS TO HAVE DOWELS INTO CONCRETE FTG, WITH THE SAME SIZE AND NUMBER OF DOWELS AS VERTICAL REINF. BARS.; REINF. STL. TO BE LAPPED 30 BAR DIAM. MIN. &D SPUCES. 12. PROVIDE CLEANOUT OPENINGS AT THE BOTTOM OF GROUTED CELLS OF CONCRETE BLK. TIE COLUMNS. 13. ALL WOOD IN CONTACT WITH CONIC., MASONRY OR STL. SHALL BE PRESS. TRTD. WD. STRUCTURAL LUMBER TO BE A STRESS GRADE OF MIN. F = 1200 PSI (BENDING). 14. MIN. ELECTRICAL WIRE SIZE SHALL BE #14 A.W.G. (EXCLUDING THE CONTROL RARING). ALL CONDUCTORS SHALL BE "COPPER" WITH "THHN" INSULATION. 15. ALL RACEWAYS UNDERGROUND OR LARGER THAN 2" IN DIAM. SHALL BE GALVANIZED RIGID STL CONDUIT OR SCHED 40 PVC.; OTHER RACEWAYS AS PER CODE REQRMNTS. 16. PROVIDE "GFI" RECEPTACLES IN GARAGE & OUTSIDE LOCATIONS. THE PROVISIONS OF ACI 530-10/ASCE5-10, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, & THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ARE HEREBY ADOPTED AS THE MINIMUM STANDARD FOR THIS JOB. HOWEVER THIS SHOULD NOT. SUPERSEDE ANY REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES REINF. UNIT MASONRY BEAM DESIGNATION: COMPOSITE REINFORCED CONCRETE BEAMS USING PRECAST AND PRESTRESSED CONC. LINTELS ('CAST-CRETE' OR EQ.) & STD. CONCRETE MASONRY UNITS NOMINAL HGT. NO. OF #5 BARS AT NOM. WIDTH BOTTOM OF LINTEL F=FILLED SF16-1 B/1 T NO. OF #5 BARS AT U=UNFILLED----A --TOP OF BOND BEAM FLAME SPREAD & SMOKE INDEX: WALL & CEILING FINISHES TO HAVE FLAME SPREAD INDEX OF NOT GREATER THAN 200. WALL & CEILING FINISHES TO HAVE SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. TESTS TO BE MADE IN ACCORDANCE WITH ASTM E84 OR UL 723 OR ALTERNATIVE METHOD OF. SECTION R302.9.4 [] [] [] PREC LINTEL - ! OVER DR � B � S N !< v ❑ ao m v ', W.C. iu W wo, - a0 "ID Y 4 - ' 'v N � 3066 - WD DR - ❑ w - ❑ r 5'-4' J a 3068 v _ - U W FRH DR �y .. - EqEI :r [7 [7 o I 0. I ° o . +Pa9N ww AWW K¢a J wzw I - o �WH I _ N Lo 3� C) JWw' I - OD ❑. ❑ � a a v __� ❑.-.o UU c�3s I STORAGE SHED ° M W aaaw REVI.,i I \ ..W OE 02 02 ❑ 3 I 4 N W N 4 N W N -----------J A o A o A 02 o A = [7[7 u ❑ 0 ❑ "o "❑ [7[] aw Qw aw ar ID a EIE RV OR _---❑ _---- ------I �III ---------- ------ ------ CODE C PCLIANCE ST.LOCICOUNTY B III III III III III II - III 4 Y-A B I I I I I I I I a a I I I! I I I I I F1 Col" B I I I I B I I I I"PREC _ 4 PREC CONC LINTEL + BOND I INF BAR INI -SEE PREC CONIC LINTEL + BOND I INF I 4 I PREC CONC LINTEL + BOND INF AR INI I PREC CONC LINTEL -SEE +BOND IN I17 - _ ®' EACH COURSE SECTION EACH CBM OURSE-SEE SECTION ® EACH/COURSE-S E SECTION EACH COURSE SEINF CTION® _ [7 [7 [7 O D [] O O [7 t] O O O n f] EI(-47A#,43.0#) E E] ! [] [] C-47.4#,43.0#) [7 (-47.4#,43.0#) [a [] [9 [7 (-47.4#,43.0#) [] CJ[7 120120 O.H. GAR DR 1 1/2'DP. X 12'W. WATERSTOP RECESS AT O.H. GARAGE DR. A 3 12, al 120120 O.H. GAR DR 1 1/2'DP. X 12'W. WATERST13 RECESS AT O.H. GARAGE DR. A 3 12' 120120 O.H. GAR DR I 1/2'DP. X 12'W. WATERSTOP RECESS AT O.H. GARAGE DR. A 3 12, 120120 O.H. GAR DR 1 1/2'DP. X 12'W. WATERSTOP RECESS AT G.H. GARAGE DR, A 3 12' 7#,49.0#) 3068 FRH DR AREA CALLS: ARCHITECTURAL FLOOR PLAIN GARAGE: 4500 S.F. S C A L E: 1/4" = 1'-O" NORTH REV., 22 APR 2019 ENLARGE GARAGE REV., 12 JUNE 2019 GARAGE DOORS REV: 07 OCT 2019 3LDG DEPT COMMENTS REV: 18 SEPT2020 WDW/DRS NOA . DRAWINGS ARE NOT TO BE NTD. SAID DISCREPANCIES HAVE TEEN RESOLVED BY ARCHITECT. I. NO MATERIALS OR SYSTEMS ARE 0 BE FABRICATED UNTIL, 1. ALL DIMENSIONS HAVE BEEN /ERIFIED BY THE CONTRACTOR 1. SHE DRAWINGS HAVE BEEN !EVIEWED & ACCEPTED BY 'HE ARCHITECT. F CT 'i8T NO: E117 SHEET: of B Cd PCI m STANDING SEAM METAL ROOFING ON 30# FELT TINTAGGED ON 5/8' CDX PLYWD. SHTG. ON WD. RF. TRUSSES @ 84' D.C. (MFR. TO PROVIDE ENGINRED SHOP DRWGS,. GALV. MTL. DRIP EDGE ON 1X2 P.T. WOOD STRIP & 2X8 WD. FACIAS STUCCO ON GALV-- MTL. LATH W/ 6' X 16' SCRND. VENTS-@ 8'-0' D.C. STUCCO ON 8' BLK. WALL 16"X16" CONC. BLK. COLUMN _ W/ (4)#5 REINF. BARS VERT. & GROUTED SOLID W/ CONC. (EACH SIDE OF O.H. GAR OR) FOUNDATION SCHEDULE: 16"DP X 24"W MONOLITHIC CONCRETE FOOLING W/ (3)#5 �I REINF BAR CONT. & #5 CROSS -BAR ® 48"O.C. OW/ (1)#5 REINFWB RICCONT.D CONCRETE SLAB EDGE FOUNDATION NOTES: FLOOR SLAB: 4" CONC. SLAB W/ 6X6-10/10 W.W.M. ON 6 MIL. POLYETH. VAPOR BARRIER ON COMPACTED TERMITE POISONED CLEAN FILL. MIN. SOIL BEARING: 2000 P.S.F. MIN. CONC: STRENGTH: 2500 P.S.I. AT 28 DAYS Q TYPICAL TIE COL: (1) #5 REINF. BAR VERT. & GROUTED SOLID IN CELL OF CONC. BLK. WALL W/ CONCRETE. 1 1/2" OP. X 8" W. WATERSTOP RECESS ALL AROUND HOUSE '.. PERIMETER UNDER CONC. BLK. WALLS 100, i.,,l f0:_A• TLd• 10LQ. ' 1/-d• O:-O. Y-d• 10:_O. :-w• ,n. u a ..I • .FLOOR SLAB: 4' CONC. SLAB W/ 6X6-10 10 W.W.M. ON 6 MIL - POLYETH. VAPOR BARRIER ON COMPAC D TERMITE POISONED {I.. CLEAN FILL. MIN. SOIL BEARING: 2000 P.S.F. A �... o 5� a a .. 4 El { :{. El •❑ { OE U ❑' z F zREV z r U � a o o O R W fi Ylt R W A R-30 AT IC INSUL 'v o 5/8' GYP, BD. CLG. �' :n k' ,'..-: ...: .. { .: . , ' `:. '•..... . ,.. .. .. .. .. .. .. : o GALV MTL ANCHOR m a ... '. '.'. � :'. '._ � .. ...' `'•. '... .. {�E V STRAP SEE ROOF p .. .. - . .. .:. ... ,t :. .:. - .. .. ..vbs �' � FRMG PLAN .. .. .. :.. .,, .. �:•� .... .. , .. .... ' ..:'' :. RE�11. 2 8 W X 16 DP BOND BM -COD ��**yyi�//��►,�� _ .. CO GROUT SOLID W CONC. - .. .. ... ,: ,.. .: ... _.. .. .. .•. '. .. I B G .. .. , .. .. ... B .. •. . : , .. .. b n .. .. ... .. ". 16X16 CDNC... BLK. COLUMN :.. .. .. .. ... , A " ..,' ': 16"X76 .GONG. BLK: COLUMN B • b ". 16 X46"CDNC BLK. COLUMN''. .. .' 16"X76." CONC: BLK: COLUMN. . ., .. ' ... .. ... .. .. 4/ (4)#5, REINF..BARS VERT.'. 'W/ (4)#5 REINF. .BAR&-VERT. .- W/ (d)#S. REINF,. BAR$. VERT: .... "W/ (4)#5 ROW. -BARS, VERT. c I ... .. :. .'. ....:: '. _'. :. •. h-. 4. .:::. -.' .._ ..... ... dc''GROUTEQ SOUD W ONO. '.: / C .. - & •GROUTED SOLID' W / CONIC. .. & 'I.. W GROUTEfl SOLD. CflNC. / .. ''& GROUTED 50LID W CONC. / v 77 .. ❑ ' .. , ❑ ❑ ❑ a OO oo ❑• At'• Qp R p O C3 Am VERTICAL REINF BARS..— oo...:..:'-::•oo•: an .do'.oQ —POURED DG7 SOLID IN CELLS :.:.o'.'..:'.�.Q.::,;,:... fl©:Qo. oo do OF CONC BLK 1 1/2'11P. X 18'W, WATERSTOP RECESS AT O.H. GARAGE DR. 1 1/2'DP. X 18'W. WATERSTUP RECESS AT O.H. GARAGE DR. 1 1/2'DP. X 18'W. WATERST.0 RECESS AT O.H. GARAGE DR. I. 1/2'DP. X 18'W. WATERSTOP RECESS AT O.H. GARAGE DR. 3068 MTL DV r COP \ {� A A A A 3 3 3 3 u ,E BOTT COURSE CONC LINTELS O.H. GAR DR SECTION A SCALE: 3/4" = 1'-0" 3 d FOUNDATION PLAN S C A L E: 1 /4" = 1'-0" JAMS L. �1d� Eta �rN AR-7as7 REVISIONS: ® �](` ARCHITECT REV:! 22 APR 2019 ram s ARGNITEG'' UBE PLANNING REV:! 1E GARAGE gsoga_� N���g� REV: 12 JUNE 2019`, GARAGE DOORS �� � N W REVI 07 OCT 2019 ���,gti�s$��"••� 9009 ONE PUTT PLACE PORT ST LUCIE 2 BLdA DEPr COMMENTS (561) 809 ® 8491 FLORIDA 34986 A�a�a40<> NSNN NEW DRTACHED STORAGE SHED cz s BRIDLEWOOD WAY AND ORANGE AVENUE FORT PIERCE,OI DATE: 24 OCT '18 PROJECT NO: 17 _M17 SHEET: of 8 WD. RF. SHTG. ON WD. r RF. TRUSSES ® 2' O.C. 2X4 ON WEB. 3 TRUSSES D. CROSS-B . SIDE OF TR EMBERS (ACROSS AS SHOWN) CE S L2X4 WD. CONT. LATERAL BRACING OVER TOP OF TRUSS BOTT. CHORDS 12' O.C. MAX. ROOF TRUSS BRACING DETAIL SCALE: 1/2" = V-0" ROOF TRUSS BRACING NOTE: 2X4 WD. CONTINUOUS LATERAL BRACING OVER TOP OF BOTTOM CHORDS OF TRUSSES AT 12' O.C. MAXIMUM. NAILED TO EACH TRUSS W/ (2) 16d NAILS. 2X4 IND. CROSS -BRACING ON SIDE OF WEB MEMBER RUNNING TOP TO BOTTOM OF TRUSS (SEE DIAGRAM SKETCH) AT 20' MAX. BETWN. CROSS -BRACING MAX. 12' O.C. SPACING ALONG TRUSSES. STANDING SEAM METAL ROOFING [IN 30# FELT TINTAGGED ON 5/8' CDX PLYWD. SHTG. ON WD.- RF, TRUSSES @ 24' D.C. (MFR. TO PROVIDE ENGINRED SHOP DRWGS. GALV. MTL. DRIP EDGE ON 1X2 P.T. WD. STRIP & 2X8 WD. FACIAS 24' STUCCO ON GALV. MTL. LATH 12 5 X)(4 WD. @ 8' D.C. R-21 ICYNENE ROOF INSUL. 5/8' GYP. BD. CLG. APPROVED GALV. MTL. ANCHOR STAPS @ EA. TRUSS 8'W. X 16'DP, CONC. BLK. BOND BM. W/ (1) #5 BAR TOP & BOTT GROUT SOLID W/ CONC. TYP. WALL SECTION SCALE: 3/4" = 1'-0" sm IT oCD 100, _.I -�. - ---r -+ - -a -I I -w --.� - -I I —1.. - .---L -J I - - -I I l✓- - - A A_ — �_I�_ — B_ B_ B B--�_T� ��-1B _IB _ B _ B—�— ��—I�—IB _ B B —I� I�— _ B B_ B_-7 i�_IT_IT— — B_ B_ B _�_�� ��—IB IB it — p' q I I II I I I I I I 1 1 I I 1 I I I I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I If I II I I I I II I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I II I I 11 I I I I 1 1 I I 1 I I I I 1 I I I I I I 1 I I I I I I 1 I I I 1 I I 1 I I 1 I I I I 11 I I J I (O� 2X4 WD. CON. LA TEAL 2X4 W CONN LATERAL �/— f— —/ \ BRACI G OVE TOP F / / \ BRACING OVE TOP 00FF / II I I I 1 TRUS9 BOTT. ICHORD9 ® I I I I 1 I I I 1 1 I I 1 TRUSS' BOTT. CHORDS' 0 1 1 1 I I I 1 I I I I I II IAI II I I I I 12' O.C. MAX.' I I 1 2X4 WD C OSS-BRACE I 1 1 I 1 I 1 I I I 112' O.Y. MAX., I I I 2X4 WD C OSS-BRACE I I I I I 1 1 I I I II P— — ONQIEA. SIDFFjj� OF TRryryttUSS ONgIEA. SID OF T14USS _ — <A 3�TRUSSESIASIRS (SHIM) I I I ( 3EJUSS SIASMEMBERS (ACFOSS SHIM) I � II I I I I I I I II 1 I I I I I I I I 1 i I I I I 1 I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I II I I IvL_ I L I I - - I I I I 1 —1— I I I \\ I \ \I �/ I I I I I I I \ \1 �/ I I I I I I I \\ 1� / I I Iv N ZI \ I I I I I /I I I I I I I \ 1 1 1 \ 1 I I I I I I _2X4 Wb. CONT. LATERAL 2IX4 WD. CONT. LATERAL _ y \ BRACT G OVER TOP 0 z I \ �y / z \—BBB���RRRACINGLOVER TOP OF I/ I \ �{ �I I 12'0. BOTT. HORDS�® ON 'A. CROSS— ACE I I I USS BpTT. CHARDS 2X WD. C OSS—B ACE I� 12' 0. MAX. 1 O.C. r;.,. TRUSS ON A. SID OF T USS ON A. SID OF USS IF_ WE MEMB RS (AC ON) S T O R A G E S HIE D WE MEMB RS (AC ON) II 1 I I I I I 1 I I 3 Tj2DSSESIA$ SHQWN I I I I 1 I I I I I 1 I I I I 3 TRUSSES' AS SHpWN I I I I 1 I I I I I II WD ROOF TRUSSES @ 24' DC / TRUSS II I I I I I I I I I 1 1 I I I I I I MFR. Tb PROVbE ENG$N. SHOP' DRWGS.' FOR I I I I I I I I I I I I I 1 I II �li I I I I I I I APPRIVAL TLD. D�PT, SLyBMITTAS 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Il i i _, �, 1F�✓y) Iqi✓�-- I /\\ I -�2X4�. CON .LATE AL---+/�\�--------�-�-� //�\\--���2X4 CONNLATAL BRACING OVER TOP OF / BRACING OVER TOP OF / i 1 TRUSS' BOTT.'CHORD� ® ✓ 1 1 TRUSS' BOTT. CHORDSI ® A n I I 1 1 12' O.G. MAX.' I 1 1 2X4 WD. CROSS -BRACE I I I I 1 I 1 112' OAP. MAX. 2X4 WD. CROSS -BRACE ON 'EA. SIDE OF TRUSS ON IEA. SIDE OF TRUSS WE MEMBERS 'ACROSS WE ( MEMB RS AC OSS 3 1 USSESIAS SHcpWN) I ( I ( I I 3 TI USSES�AS SH( WN) I I (�O E 1 OMPL A CIA I I $T. ID IE COUNTY' I �I II I I 1 I I 1 1 I I I 1 I I I 1 I I I I I I I I I I I I I 1 I I 1 I I I I I I I I i I. I— 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I 1 I I I I I I I I 1 I II ✓ -� - A' i I I I I I I I I IIII I I �--�' 7��1_0 _ J o — LB——I�— �Q —I� J I� -t` �L. _1�GJ -I� (B)B) L� -1�_I�� I g_ - I.'� - T" - r - 't')- --Xi _f� -I� _I Ia- L_ 4 _ L� 1(�g) Lam_erg) - t" - -I"` -"' _ p) -tk_ _1 � - I� - 1" L Y" - Lq Lo_ 1 — J I �L _I�_ T"- -X --tom -I� - Il L r(k - t" _J I( Lam__L _ - -oa�-L --r"- --rQB -- -tc -,-( —1 _ U_ _�� - IQ � rSG�ly....-�_ ROOF SHEATHING NOTE: ROOF SHEATHING TO BE MIN. 5/8 EXP. 1, CDX PLYWD. W/ LNG. DIM. PERPENDICULAR TO FRMG. & END JNTS. STAGGERED, ROOF SHTG. TO BE ATTACHED WITH 8D COMMON NAILS AT 6" O.C. AT EDGES AND INTERMEDIATE FRAMING. NO ZONE 3 (GABLE END) _ROOF LOADS TCLL TCDL BCLL: 30 PSF 15 PSF 00 PSF BCDL 10 PSF TOTAL: 55 PSF TRUSS ANCHORAGE NOTE: A\TRUSS ANCHOR STRAP AT NEW CONC. BM. TO BE "SIMPSON" TRUSS ANCHOR STRAP AT CONC. BM. TO BE "SIMPSON" -/ #META16 GALV. MTL. RIVETED TRUSS ANCHOR O#FGTR GALV. MTL. W/ (18)SDS 1/4X3 SCREWS TO TRUSS ANCHOR O (13)10D COMMON NAILS -TRUSS (2)1/2"X5- TITEN SCREWS TO CONC. BM (6)10D X 1 1/2 NAILS -SEAT PL U=-5000# F1=335#, F2=635#, U=-1450# (13)10D COMMON NAILS -TRUSS ©GIRDER TRUSS ANCHORAGE TO BE (1) "SIMPSON" DETA20 GALV. MTL. TRUSS ANCHORS I PLY GIRDER TRUSS O (18) 10D COMMON NAILS / UPLIFT =-2480#) F1=2000#, F2=1370# JAMES E. GILGENBAGM ARCHITECTURE PLANNING 9009 ONE PUTT PLACE PORT ST LUCIE (561) 809 — 8491 FLORIDA 34986 AR-7457 REVISIONS: pop jW lg p Wm ARCHITECT REV., 22 APR 2019 gW :sH $i1gd w-- ENLAPGE GARAGE Asti>!w a REV, 12 JUNE 2019 wm__s2�_ S GARAGE DOORS15 �a REV: 07 OCT 2019 �.1 `rn' ^a ; g-w BLDG DEPT COMMENTS ig='"a;,_Aw� �{ REV: 08 SEPT 2020c>c�ay��z���> ROOF INSULATION y^ yNeoSs'w!0'os�eaaiuc',- • •F FRAMING PLAN NORTH NEW DETACHED STORAGE SHED PERE`Z F;ZESIOENC:E BRIDLEWOOD WAY AND ORANGE AVENUE FORT PIERCE, SIT LUCIE COUNTY, FIARIDA DATE: 24 OCT '18 PROJECT NO: 17 — E117 SHEET: ]� of 8 A� 51 GFI GFI GFI GFI GFI \ GFI 400A MAIN DISC SERVICE PANEL - (LOCATED AT RESIDENCE GARAGE) BURIED MAIN FEEDER FROM TRSFRMR. (SEE LOCATION ON SITE PLAN) FROM FPL SUPPLY (3)#400 MCM-CU IN 3'D COND. 200AMP HOUSE p r 4 120/240V 1PH (3)#2/0 THHN-CU IN 1 1/2' COND TO HOUSE 200A PANEL (3)#3 THHN-CU IN 1 1/4' COND TO GUEST 100A PANEL (3)#350 THHN-CU IN 2 1/2' COND TO GARAGE 300A PANEL #2 CU TO C.W,P. & FTG. REBAR. (2) 5/8'X10' CU CLD. GRD, ROD — 10' APART ELECTRICAL RISER NO SCALE LOAD CALCULATIONS: MAIN HOUSE 200A PNL = 90.7 KW GUEST HOUSE 100A PNL = 26.2 KW DETACHED GARAGE 300A PNL = 100.0 KW TOTAL PANELS LOADS = 216.9 KW FIRST 10 KW. @ 100% = 10.0 KW REMAINDER @ 40% = 68.4 KW HEATING @ 65% = 14.3 KW GFI 92.7 KW 240V 386 AMPS GFI ELECTRIC SYMBO WALL MTD. RECEPTACLE 240V. RECEPTACLE SPECIAL PURPOSE -97 INCAND. LITE FIXTURE RECESSED INCAND. 'HI -HAT' EXHAUST FAN {/} WALL MTD. SWITCH SD SMOKE DETECTOR (120V & BATT. BACKUP) N O T E S: LS LoJ PUSH BUTTON JUNCTION BOX CEILING FAN OUTLET (J-BOX ONLY) 4 PHONE JACK LOCATION 4 T.V. JACK LOCATION SURFACE MTD. x FLUORESCENT ARC -FAULT CIRCUIT INTERRUPTER ON ALL SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS EVERYWHERE EXCEPT GFI RECEPTACLES @ BATHROOMS, KITCHENS, GARAGES & OUTSIDE RECEPTS. IN. 10,000 PANEL T'G I TT (300A. 120/24OV.AMPS PH.) LITES & RECPTS * 9.6 KW 2OA/IP (2)#12THHN BATH G.FS. 1.5 KW 20A/lP (2)#12THHN EXT GFI RECEPT 1.2 KW 20A/1P (2)#12THHN WATER HTR 4.5 KW 25A/2P (3)#IOTHHN (5) DR OPNRS @ .5KW 2.5 KW 20A/1P (2)#12THHN 19.3 KW TOTAL CONN. LOAD FIRST 10 KW. @ 100% = 10.0 KW REMAINDER @ 40% = 3.8 KW NE(3200 SF X 3W = 9600 KW) GFI 2aOV 58 AMPS. W.H. FAN FLEX 50C DUCT SOCFM DUCT THRU I — — _ _ / I _ / / / / WALL MTD I I l n I GFI DIFFUSER I II I II I II I I II BAI GFI _ mI I I I I\ I I\ I �—_= �I\ I 11\ I I II\ I GFI / I Li\ I I \ I D\ I I "\ I / 0 \ 0 i I II ----------I—� I I II n // 11 11 n // I n / I 11 �/ P.C. ALT E / n .✓..ice �.�- � / DI2OPNR II�� / / II�� / II/ / / II�� T1y GFI C ul ul I I toll \\ / IfI \\ j j STORAGE SHED \\ i I I 1 I I 1 I I I I 1 I I I I I I I I I I I I 1 DR OPNR REV I 1 I 1 DR OPNR I I I DR OPNR 1 DR OPNR i I \ I I CODE MIr..,.v ----- - I --- �x ---� I t_ -------- — — — — — —� — max, . Lu e COUNTY cC \/ 11 n I I I I n I I I \\ n I II 1 11 n I I GFI I Il�l ``� I I I I I I I I I \I I C I I I I I ILfI I i =_3 i I GFI G.F.I.Op �/300AMP I I Li I I \ I LI U LI \ I I 300A DISC SW ELEI I I I / I I PNL SWGARAGE ELECT C FOR DETACHED / NL / / / SERVICE FED F� I x I I x — — I 1 x ( II — — \ \ \ FROM THE � H.B. I --- MAIN HOUSE SERVICE GFI — GFT GFI GFI — — — — — — — �- — AREA CALLS: ELECTRICAL FLOOR PLAN GARAGE: 4500 S.F. S C A L E: 1/4 ' —0„ NORTH limt REVISIONS: REV.: 22 APR 2019 ENLARGE GARAGE REV., 12 JUNE 2019 GARAGE DOORS REV: 07 OCT 2019 BLDG DEPT COMMENTS 1. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER ALL SCALED DIMENSIONS. 2. CONTRACTOR TO VERIFY ALL TEEN RESOLVED BY ARCHITECT. 1 NO MATERIALS OR SYSTEMS ARE TO BE FABRICATED UNTIU A ALL DIMENSIONS HAVE BEEN VERIFIED BY THE CONTRACTOR. B. SHOP DRAWINGS HAVE BEEN REVIEWED & ACCEPTED BY THE ARCHITECT, DATE: 24 OCT '18 PROJECT NO: 17 — E117 SHEET: of 6 A�" V go fl TRUSS BRG. EL. 18'-0" AFF TYP STUCCO FIN ON CONC BLK WALL TYP. FIN. FLR. EL. 0'-0"' TRUSS BRG. TYP STUCCO FIN ON CONC BLK WALL TYP. FIN. FLR. EL. 0'-0" STANDING SEAM METAL ROOF 0 —RAISED PANEL O.H. GARAGE DR. zI O w j w w a U) w J "Now Q Tn F0 17=71 —RAISED PANEL O.H. GARAGE DR. 0�00 � 00 � 00 —RAISED PANEL O.H. GARAGE DR. O.H. GARAGE DR. 12 1 5 o�oo �000 EVISI -RAISED PANEL O.H. GARAGE DR. `�'�r�fll��2. Z 0 'Q w w w a MEN U) LPL J REVIEWED FOR CODE COMPLIANCE ST. LUCIE COS BOCC FILE COPN W 500 — J� Z �z N u Z� o0 ao LL �W CL ®, V �00 �I ilk a o lil w w � = zo a _ U i O (o N If) REVISIONS: REV., 22 APR 2019 ENLARGE GARAGE REV., 12 JUNE 2019 GARAGE DOORS REV: 07 OCT 2019 BLDG DEPT COMMENTS L DRAWINGS ARE NOT TO BE J II SCALED WRITTEN DIMENSIONS HAVE PRECEDE OVER ALL SCALED DIMENSIONS. 2, CONTRACTOR TO VERIFY ALL DIMENSIONS 6 ADVISE ARCHITECT OF ANY DISCREPANCIES. CUNSTRUCTON SITYl NOT PROCEED UNTIL SAM DISCREPANCIES HAVE BEEN RESOLVED BY ARCHITECT. I NO MTERDILS OR SYST06 ARE TO BE FABRICATED UNTIL. - A. ALL DIMENSIONS HAVE BEEN VERIFIED BY THE CONTRACTOR, B. SHOP DRAWINGS HAVE BEEN REVIEWED B ACCEPTED BY THE ARCHITECT. LJ J �a U I to �y Q 's W ®® 0 W � ell P4 fl, Qi DATE: 24 OCT '18 PROJECT NO: 17 - E117 �y SHEET: J6 U)of 6 I