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Home My WebLink AboutPLANSDRAWING LIST: A-1 FLOOR FLAN A-2 ELEVATIONS 1 ELECTRICAL 4 A/C PLAN 6.1 FOUNDATION FLAN 4 DETAILS S 2 TRUSS LAYOUT JURISDICTION: CODE: MC 2004 PROJECT ADDRESS: ST, LUCIE COUNTY PROJECT NAME ARCHITECT/ENGINEER ROBERT !-ULLAN, ARCHITECT - REG. 0 AR00141B25 TYPE OF CONSTRUCTION: CBS _-#-- FRAME BUILDING DESIGNED: ENCLOSED * OPEN WIND SPEED (3 SECOND GUST): 130mph EXPOSURE: C INTERNAL PRESSURE COEFFICIEN" .18 IMPORTANCE FACTOR: 1.0 MEAN BUILDINGS HIGHT S 22 ft OVERHANG SEE ELEV. PARTIALLY ENCLOSED 140mph * ROOF PITCH SEE ELEV. /12 COMPONENTS < CLADDING WIND PRESSURES ROOF DEAD LOAD 11 (METAL) (TILE) FRAMED FLOOR LIVE LOAD 55 pef DEAD LOAD psf SHUTTERS: YES NO IMPACT RESISTANCE ASSEMBLY: YES * NO AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 25 PSF PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 30 PSF FRODUCT APPROVAL 4 ATTACH ENT5 BUILDING AVDRESS: PRODUCT MODEL " MANUFACT. GLASS DESCRIPT ATTACHMENT METHOD PRODUCT DESIGN PRESSURE WINDOW SH - 1500 LAW50N I/2" I.G. 3 1/4"x3/16" m TAPCONS UJ/ 1 1/4" MIN, EMBED. 6' FROM CORNERS 18 O.G. +63 -63 SWING DOOR 24 GUAGE STEEL HERMA-TRU N/A hiABOr 'Y OPENING 14" TAPGON 1%" MIN. EMBED, 5!5" FROM CORNERS < 1315" O,G., HEAD / 91U_ 15" O,G, 113ii" O,G, m JAMBS +/- &0,0 PSF PRODUCT MODEL " MANUFACT. ATTACHMENT METHOD PRODUCT DESIGN PRESSURE ROOF ADVANTA-LOC UNION CORRUGATING CORROSION RESISTANT 010 GCREUIS all 0.G. MIN. 3/I6 PENETRATION THROUGH 5HEATMNG SEAMS RIVITED w/ 1/8" IVIT 24" IM T • 32" O,C, IN FIELD +/- 16.8 MULLIONS I" x HEAVY PGT 3/16" x I%+" EMB, TAFCONS SOFFIT STUCCO SIDING STUCCO SHUTTER$ FABRIC SHIELD WAYNE DALTON 1/4" TAPCONS I-i/2" MIN, EMS. 3/4" FROM ENCS roll 0.G, +60.0 -62.0 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE FLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, `4 ,SCAO'NE® Sir.Luci rhinh/ Z Q LU d 1u to L a ��rc-p�d$.3g�Sy3a�'�,�� 2 p Q{W�U•m 83U yNy 3�i� ry� zi �. imp ��•-�wa �: Ha gad, 'uo � u V m m H O 0 �O LLo4 rc O W m a O O �E u u 0 n x t110 rLL z i tll g r ~ d aow o WO��z WEB U. d Z d O Y r u � Q 0 Q Q Z d J —1 � tu — N U1 H 1— U -A -A ~ Z to Z r N O O N- O Z U cn REY/S/DNS 5/11/Oro 5/31/06 DR,4WN: RFM/SA D,4TE.' 4/14/06 CHECKED: JOBS 06096 SHEET COVER SHEET FILE COPY +46.6 ____________________�10___ 6,6 ---- _6,f.S,-------------------------------------- R TYP. M + 6,6 -_61. _ _ +46.6 _ _61.6 _ +46,6 I.6 +46.6 35.6 FRONT ELEVATION SCALE: 1/4" • 1'-0" +4T,T F17014' +46,D ' -62.0 +46.6 +46,6 _5p,6 -50.6 -------------------------------------------------------- - - - - -- -- - ----------------------------------------------------------- - - - - -- ------ RE4R ELEVATION c._=_E 1!4 - O,. Ip IF in IF ELEVATION SCALE: 1/4" . I'-0" / I / I 4'-07b" 36"x36" A/C I PLATFORM I SEE D-I / SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING \\j31 r OF 5 SO. FT. FOR GROUND FLOORS, ZERO LOT 5.1 SG. FT. FOR UPPER FLOORS. OPENINGS ` LINE SIDE SHALL NOT BE LESS THAN 24"H OR 20"W 00 - (I'-O LON ONY SILL NOT MORE THAN 44" ABOVE FLOOR. ALL OTHERS) O j - .� 1 \_/ \A Q 10 / � I / \'A F,F, m 0'-0" FLOOD P NE GRADE _ 2'-O" ,F,F. to 0 V N a� \pti�„ a IUIC. Lo -----' ma t ` O„�O OIL`--------- 0 IT! 3 p� b., 16�0 6 DESK ITCHEN COFFER C-0 l9'-0" - IO'-O") ` ` INSTANT HOT I � WATER NEATER OoPk. `f I GREAT ROOM � VAULTED CLG : NOO m';r, O \ V O" CLG : m Op �. 6°8Tp by NTR \ � 25 6" 5 3"0„ r0 r5q a lI +46.6 -BOA, RIGHT ELEVATION SCALE: 1/4" = I' +46,6 -50.6 Q SH 25 II'-6 23/32" 15'-4 23/32" I 5-10030'0" W 22,29' -- - 1ST FLOOR FLAN SCALE: 1/4" = I'-011 THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 01 z � -A N U I �z U � -A Lu zN r O F ® Z V 4--1--8 U � w ff vvuILp - U `'l ((„ ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO IANCE REVIEWE BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE AREA 5F Main Living 141a Entry 33 Total 1451 THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FSC 1606.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE pot.) WINDSORNE DEBRIS PROTECTION IMPACT RESISTANCE GLAZINQ THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICA13LZ CODES, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD REV/S/ON5 5/I I/O6 5/31/06 C)RAWN: RPM/SA OA7E. 4/14/06 CHECKED: ✓O•BM: 06096 ekEE7 A-i FILE COPY GENERAL ELECTRICAL NOTES 1st FLOOR A/C FLAN SCALE: 1/4" . 1'-0' I, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE N,E,C, AND SHALL CONFORM WITH THE FLORIDA BUILDING CODE, 2, ALL CONDUCTORS SHALL BE COPPER EXCEPT WHERE NOTED. CONDUCTORS 08 AND SMALLER SHALL HAVE T.W. INSULATION, CONDUCTORS LARGER THAN 08 SHALL HAVE T,H.W, 3, ALL BATHROOM RECPT. 4 OUTSIDE RECEPT. SHALL HAVE GROUND FAULT PROTECTION NOTED AS GFI IN PLANS, 4, ALL MOTORS NOT VISIBLE FROM ELECTRICAL PANEL SHALL BE PROVIDED WITH NONFUSIBLE SAFETY SWITCH, 5, ALL BEDROOMS RECEPTICALS SHALL HAVE ARC FAULT PROTECTION 6. ENGINEER OF RECORD NOT RESPONSIBLE FOR ELECTRICAL PLANS 1, ALL BATHROOM EXHAUST FANS TO BE V,T,O, ELECTRICAL LEGEND LIGHT F.o. FAN OUTLET FAN / LIGHT LIGHT - PULL CORD SWITCHED LIGHT - ATTIC B.L. ® RECESSED LIGHT ® P. VAPOR PROOF RECESSED LIGHT ® HI -HAT LIGHT FLOOD / SPOTLIGHT ¢� OUTLET GFI(b GROUND FAULT OUTLET WP GF WATER PROOF GROUND FAULT OUTLET qj 220 OUTLET $ SWITCH $3 SWITCH 3-WA`' ® SMOKE DETECTOR �- EXHAUST FAN / LIGHT 50 + M EXHAUST FAN 60+ CFM FLUORESCENT LIGHT METER ELECTRICAL PANEL ® CABLE TV OUTLET PHONE OUTLET O PUSH BUTTON CHIME GARAGE DOOR CUTLET AC DISCONNECT d ' KITCHEN 0 ' a 0P NOOK LIVING AREA 1418 S.F. m 3W = 4254 VERIFY PLACEMENT OF 3-4 CATV AND 3-4 TELE. w/ OWNER PANEL SCHEDULE N01 BREAKER COND. CIRCUIT WATTS DEMAND 2P A/C CONDENSER AHU I 210,60A 06 HEAT 10000 I 2P50A 06 RANGE 8000 I 2P30A 010 POOL EQUIPMENT 5000 I 2P3OA 010 DRYER 5000 I 2P20A 0I2 WATER HEATER 3500 I I1020A 012 LAUNDRY 1500 I IID20A 0I2 REFRIGERATOR 1500 1 IP2OA 012 DISHWASHER 1500 I IP20A 0I2 MICROWAVE 850 1 IP20A Mil PUMP 1500 2 IP20A 0I2 APPLIANCES 3000 IP15A 0I4 LIGHTS 4254 2 IP SPARES TOTAL 35604 10000 10000 ® 100% 10000 REMAINDER ® 40% 25604 10242 TOTAL WATTS 30242 30242 - 240 126 AMPS 1 WIC, ----------------- 014 I GREAT ROOM I F,o, CP— - — - — - — - & tin ELECTRICAL FLAN SCALE: 1/4" = 1-O" He THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENT ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 200 AMP MAIN BREAKER 30 CIRCUIT, 3W, I PH, ELECTRICAL PANEL ELECTRIC UNDERGROUND METER A/C DISC, SERVICE 2„ PIPE BY F,P"L" (2) 4/0 AL , (1) 2/0 AL 2" CONDUIT GFI OUTLETS PER PLAN 04 GU, GROUND 2PNF-NEMA 3R 240v A/C DRIVEN ROD 4 N.B. 4 MAIN DISC, m PANEL GRADE FOOTING STEEL ALL WORK TO COMPLY WITH NEC AND LOCAL CODES 04 COPPER GROUND ELECTRICAL LOAD CALCULATIONS ELECTRICAL RISER CI AGRAM 4 N lu � U u- d V'J 4 Lu N u z 2t'6 08 z -� 0 8• �LL;��z�•� ff� �n m Ho �wto LL oQ vJ 0 0 3 a gui0 T U s W 1y III LLB= a Y W W � � � W �t'tt 0� N � Lu �z U 1 z ul z r d � O J-u O � ® Z fu rJ en Ln, 1� REVISIONS 5/I I/06 CRAW/N RFM/SA DAia• 4/14/06, ✓O's 06096 sHZEr E FILE COPY FOUNDATION NOTES : I, FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN, SOIL BEARING OF 2500LB, PER $0, FT, 2, IT SHALL BE THE OWNERS RESPONSIBILITY TO ASSURE THAT THE ACTUAL SOIL BEARING VALUE EQUALS OR EXCEEDS THIS MIN, AND IF IT IS LESS, TO MAKE SURE PROVISIONS AS THE ACTUAL CONDITIONS MAY REQUIRE. 3, ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL PERTINENT, LOCAL, STATE, AND FEDERAL BUILDING REGULATIONS. 4, CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK, 5. COLUMNS, BEAMS, AND WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING, SLABS ON FILL SHALL BE ISOLATED BY PREMOULDED JOINT FILLER ( 1/2" THICK ) COMPLYING WITH ASTM B 1152 , TYPE I. GENERAL NOTES 1, CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO CF-1I THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS, 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSION, CONDITIONS AT JOBSITE, PLANS, SPECIFICATIONS, ETC, 3, ALL WRITTEN DIMENSIONS ON THESE DRAWING TAKE PRECEDENCE OVER SCALED DIMENSIONS, 4, STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES, STRUCTURAL NOTES I, DESIGN LOADS IN ACCORDANCE WITH FBC R CHAP, 3 2, SOIL BEARING CAPACITY: 2500 PSF (ASSUMED) 3, ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 4, SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. I - - - 4" SLAB ON STEM WALL TYP. DETAIL I RODS NT, 2" TR 3"VTR 3"VTR r r r KIT, 211 TUB 2" SHIWR, 2" VENT UNDER W,C, 3" LAV, 1-1/2" CAB, W,C, 3" LAV, 1-I/2" 21, WASHER I 3" 11 Z �4 PLUT51NG DIAGRAM TO SEPTIC TANK OR SEWER SEE PLANS FOR SIZE AND STEEL REQUIREMENTS, 24 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1-1/2" SUSPENDED SLABS: I" TYPICAL DETAIL 6, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. FOOTING 4 SLAB GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS, SCALE 3/4" = 11 011 1, ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. L \ a 8, ALL STANDARD LUMBER SHALL BE SPF M 3, HF • 3 OF STUD GRADE W/ A MIN. Fb • 1200 PSI OR BETTOR, 9, SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE k9h 2X6 LEDGER ATTACH TO WALL W/ REDHEADS 15" m 6"EM5. TO FILLED BLOCK /AP6 EA. JOIST 24" O,C, 04" PT PW W'/FT. SLOPE COVER SAME AS ROOF 2X6 DECK JOISTS WITH TORCH DOWN +� 12" D.G. 2X6 EDGE BEAM ♦ THRU BOLT ALL LUMBER PT 3 MINIMUM (EA, END R MIDDLE) f ATTACH METAL BRACKET TO CONC, WALL W/ TAPCONS (4) MINIMUM 3/16" V 3" EMB, TAPCONS A/C PLATFORM DETAIL 4'-OU" -------- T_' 1 I I 1 d I I I 1 1 ■ 1 1 I 1 I (\ 7 1 1 1 1 O 1 1 I 1 I I 1 1 ■ 1 TO INSTALLATION OF HARDWARE IS NOT PERMITTED,-' ♦ ' 10. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE, 11, BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A 3 ry ♦ 2„ 2" i ■ NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR MORE PLIES UNLESS NOTED, I� 12, ROOF SHEATHING TO BE NAILED WITH IOD CsALV, �A NAILS OR EQUAL 4" O,C, EDGES AND 6" O.C. FIELD 13, UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD 3 0 SHEATHING IS TO BE NAILED WITH IOD OR k ■ ' BETTER NAILS 6" O,C, EDGES AND 8" O,C. FIELD, 14. DOOR AND WINDOW BUCK ATTACHMENTS AS FOLLOWS : ti WINDOWS : 4 I X 4 P.T. BUCKS ATTACHED TO CBS 3 ♦ 4" Q I 1 W/ 2" EMBEDMENT 6d CASE HARDENED COIL GUN a AO '` 3 NAILS 6" O,G, 4 3" FROM ENDS 3" ■ SLIDING DOORS: ♦ - I X 6 P,T, BUCKS ATTACHED TO CBS Y W/ 2" EMBEDMENT rod CASE HARDENED COIL GUN ♦ ■ NAILS 6" O,G, 4 3" FROM ENDS GARAGE DOOR: [F-I] I 2 X 6 P.T, ATTACHED TO THE CBS W/ 5/8" X " EMBED, WEDGE ANCHORS O 24" O,G. b-. 3 I 6 OR TAPCONS A 12" O,C, WINDOWS 4 SLIDING DOORS INSTALLED PER MANUF, ■ SPECS, ATTACH THRU WINDOW FRAME TO COS W/ 3" 3/16" BY 314" TAPCONS W/ 214" MIN. EMBEDMENT INSTALLED PER MANUF, SPECS, UNLESS OTHERWISE NOTED �' b ♦ 2"ELN **NOTE : PRE -HUNG METAL EXTERIOR DOORS: ATTACH 2 X 6 PT BUCK TO MASONRY W/ 3/16" X 3 1/4" TAPCONS 12" O,C, 4 6" FROM EACH END r 4 ATTACH DOOR TO BUCK W/ 010 STAINLESS $CREWS 12" O.C. 15, FRAME TO MASONRY SEGMENT CONNECTIONS: ♦ ■ PT 2 X 4 MINIMUM TO MASONRY WITH 15" pIAMETER 6" EMBEDMENT W' WEDGE BOLTS I AT TOP AND BOTTOM 24" O.C. THEREAFTER. 1, m I6. EXTERIOR CEILINGS - HIGH RIB LATHE 4 STUCCO �, I ` CF_I1 - m 11. ADDITIONAL TRUSS STRAPS MAY BE ATTACHED USING MSTA 18 W/ 1 °'' ♦ _ IOD NAILS 4 (3) 3/16 X 2 1/4" TAPCONS EMBED, 2" MIN. IN BEAM '� 6" sr ■ '- 18, TRUSS CO, IS RESPONSIBLE FOR ALL TEMP. 4 PERMANENT LATEFIAL BRACING, GABLE ENDS TO BE X- BRACED.�'-- - - ■ CAST CRETE LINTEL SC'AEDULE MARK LENGTH ALLOWED APPLIED ALLOWED APPLIED SPECIFICATION NO, LOAD GRAV. LOAD 6RAV, 2000 LOAD UPLIFT , LOAD UPLIFT Q 4'-6" 6113 2124 1200 8FI6-I5/1T 51-411 5365 800 22SO 500 8FI6-I5/1T 5'-1011 4360 500 20S3 300 SF16-15/1T 1'-0 2661 500 Ifo 300 8FI6-115/IT 15'4' 1250 500 485 300 8FI6-15/IT NOTE: COMPOSITE BEAM DEPTHS MAY BE INCREASED IU/0 COMMENT, ALLOWABLE LOAD6 ARE NOT TO EXCEEDED z" [F-I1 1 ------------ d 23:b16° I°,5„ / F----/ H-�--'1-,---r------------------------------- t FOUNDATION i=LAN SCALE: 1/4" = 1'-0" 8 3'-6 23/321, 1 4' F • FILLED WITH GROUT / U = UNFILLED QUANTITY OF 05 REBAR AT BOTTOM OF LINTEL CAVITY SF16-1B/IT L QUANTITY OF "5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 05 REBAR AT TOP MIN, (U RE&D = 1-1/2" CLEAR q z C,M,U, Q a Z (3 GROUT Z 05 REBAR AT BOTTOM 0 C OF LINTEL CAVITY BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL all (VARIES) NOMINAL WIDTH Sue 8F6 8F12 8FI6 o 0 o o a O O 0 0 G G G O G 4 4 G 8F32 8F2B eF24 ano TYPE DE61GNATION MINIMUM FINISHED FLOOR ELEVATION SHALL BE 18" ABOVE CROWN OF ROAD OR HIGHER AS MAYBE NECESSARY IN ORDER TO MEET FLOOD ZONE AND OR HEALTH DEPT REQUIREMENTS. TERMITE TREATMENT REQUIRED PRE-ENGINEERED WOOD ROOF TRUSSES m 2411 O.C, 12 SEE 1 ELEV ATION R-IS F,G, BATT II 1/2" DRYWALL NOTE: ONE HOUR MIN, FIRE RATING ON ALL EXTERIOR WALLS Jill = III( VAPOR BARRIER = Jill =Jill 8' CMU W/+5 DOWELS FROM U-SLK TO FOOTER IN POURED CELLS m EA. CORNER4 6'O" O,C MAX FILL ALL CELLS, CARE BE TAKEN WHEN BACK -FILL TO STEMWALL (COURSES AS REQ'D - NOT TO EXCEED SIX.) Y 4 METAL ROOFING OVER SON FELT (TIN TAGGED) OVER %" CDX PLYWOOD SHEATHING Mno y/ TOP OF BEAM I X e WOOD FASCIA ON 2 X 4 SUB -FASCIA 2"W X CONT, SCREENED VENT STUCCO ON GALV. RIB -LATH ELEVATION 1 COURSE BOND BEAM W/ 1 05 RODS CONT, GALV. C.M.U. BLOCK CAP. 1/2" G.W.B. ON PT, IX2 WD, FURRING A I6" O.G. W/ R4.1 FOIL INSULATION (TOTAL WALL ASSEM, = R5) %" STUCCO ON 8" G,M,U, 4" CONC, SLAB W/ FIBER MESH FIBERCONS OVER 6 MIL POLY VAPOR BARRIER ON COMPACTED, TERMITE - TREATED FILL +2'-0" ABOVE GRADE TOP OF SLAB ® FLOOD PLANE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. APPROX. FINISHED GRADE(, I = (III (III =11JI VERIFY PRIOR TO CONST, CONCEALED FASTENERS OR ATTACHME ARE THE RESPONSIBILITY OF THE Ia., CONTRACTOR OF RECORD 2 STORY EXTERIOR WALL SECTION SCALE: 3/4" = 1'-0" ROOF EDGE �-5 4 D O O v y%o O O EROOF DGE 0 ° v RIDGE O O O 4' DI. 2 2 O2 O v �e fez- 0 b O 0 O O Q O O O iv Q,ZONE 1-USE 10d NAILS O 6" O.C. DONE 2- USE IOd NAILS 0 6" O.C. ONE 3- USE IOd NAILS 0 4" O,C, NAILING PATTERN FOR ROOF lUINDOIU -$ DOOR BUCK DEr,4/1-6 EXTER/OR DOOR INDICATES 8" X 8" COL. W/ (1) 05 0 ROD CONT., FILL W/ CONC, 2X4 Pr BUCK DOOR WINOOW INDICATES 8" X 8" COL. W/ (U 05 0 ROD CONT„ FILL W/ CONC, NOTE: WINDOW BUCKS TO MEET FULL LENGTH OF WINDOW IX4 PT BUCK BEFORE START OF BEVEL [U/NDOIU INDICATES (2) 8" X 8" GARAGE DOOR COL. W/ (1) 05 0 RODS CONT, EACH CELL, FILL W/ CONC. (OR ❑ 8" X 16" COL, BLOCK W/ (2) 05 0 RODS 4 FILLED W/ CONC,) 2X6 PT •2 SYP BUCK OARA6E DOOR tUINDDlU ! 2" EMBEDMENT 3/16 " X 2 314" TAPCONS DOOR BUCKS 12" 0,C, ! 6" FROM ENDS GARAGE DOOR 1/4" X 4" TAPCONS 12" 0,G, t 6" FROM ENDS OR BUCKS 1/211 X 6" LONG K W6-1270 ) RED HEAD W4PaE ANCHORS m 24 D,C. WINDOWS 4 DOORS INSTALLED PER MANUF, SPECS. UNLESS OTHERWISE NOTED USE " 10 STAINLESS SCREWS MIN, 3/4" EMB, INTO BUCK 12" O,C, 6" FROM EDGE Z 0_ 'q c0 H 41* � U U d u Yam, �•��$ai;�ff��a�;��nk,Y� a ;(D �H0 a°3Noo " O w z M 0 o caLu J a U V w D Q N Q W a 1 z C U � t Wga u 0 a Q 3 Q m 3 a 0 ff � Ul f fU �z u z� � H V ui U cn REV/S/ON5 5/I I/O6 5/31/O6 DRA(UN: RFM/SA DATE-. 4/14/06 CHECKED: ✓OBM: 06096 SHEET 6-1 FILE COPY 1 TRUSS TO TRUSS CONNECTIONS BY TRUSS COMPANY LOCATIONS AND CONNECTIONS ONLY UNLESS SPECIFIED ON THE TRUSS LAYOUT, TRUSS UPLIFTS ARE 1000" OR LESS. STRAP EACH BEARING WITH (1) HETAI6 10-IOd OR MSTAIB 14-I0d OR MTS 12 W/ 14-I0d NAILS PER STRAP AS APPROPRIATE, STRAP GE 24" OC W/STRAP SPECIFIED ABOVE AS APPROPIATF., TYPICAL OUTLOOKERS 2 X 4 6 24" OC. 400 " UPLIFT EACH BEARING, SECURE WITH H3 AT TOP CHORD OF DROP GE AND JACK TOP CHORD WITH 3-16d, TYPICAL COMMON AND END JACKS l' AND LESS 400 " UPLIFT 4-IOd PER HETA16 OR S-IOd PER MSTAIB. POST CONNECTIONS: BASE: AB1144 TOP: (2) MSTA 18 14-I0d PER STRAP AS APPROPRIATE UNLESS NOTED. USE 1 1//" IOd NAILS IN STRAPS UNLESS NOTED. NO SPLITTING OR CRACKING ALLOWED, SIMP60N 5TRON(5-TIE HETA20 with TSS CONNECTOR SCHEDULE TRUSS I.D. BEARING POINT TRUSS ACTUAL UPLIFT CONNECTok CONNECTOR UPLIFT DESIGN T QUANTITY ANCHOR TYPE QUANTITY 1805 10-IOd AOI, A02 MAS, IOS4 HETA20 10980 2-3/4" THREADED RODE DRILLED AND EPDXYED 12" MIN. EMe. w/ 16-I0D NAILS TO TRUSS A03 MAS. 5610 HGT- 2035 2 10-10d BOI MAS. I561 HETA20 1605 10-IOd 1302, 503, 804, B04, 805, BO6, Bogy, BOO, Boa, BID, all, 512, 613, 814, 1515, 5I6, 511, BIB, 51a, S20, 521 MAS, 89l HETA20 , m I e CJOI p I 14� " 0001iwy1�1", P.`�,J +' n va 0,n cv 6 ir� ' / mosiv' E512 FLAT CLG. AT 9'_4" E511 E"S1C � , FROM 9'-4" TO 10'-4" /fell GTL'G1 2'-4 1/16" ... :; :., mac.:. ::.y / COFFERED CLG. "' """' :::' Bml '^- :.'FROM 9'-4" TO 10'-4"•::.. •-I r: ::::::::::':.. ':::•............:::::::::: : y r:..:...........:::........: F.::::........ ....... t:::':."::.y ...........i Sfd4 ::.i E302 �.. ................ Y.... ...... ....... ............................. .. .....-I ................................................. ::::}a 2 PLY 77,d, T. - ----- ---- --- 0 ry --I -f 3 —m 31 r0 � V�1 2'-4 I/16" 15'-4 3/4" _ i�Rm THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD REVS/ON8 5/II/06 5/31/06 DRAWN: RFM/SA D,47E: 4114106 CHEG"KED: ✓OBE: 06OS6 8NEE7 6=o2 FILE COPY IS C'jol 01 r 6 Jun 06 — 08:29 KEITH B. e ;" rn SNm A V Q m va s 'a s v� s M 0 va 6 V�, MAN M I' m 0 IPJ 512 FLAT CLCs. AT 'V-41, 511 FROM T-4" TO 10'-4" / 609 /1"U ATB�1 7 m `315i�b„ '' h 2'-4 1/16" '_t, 1/9" ........ ..................:.................•: ., I ................ COFFERED CLG, TO .•.:::... ' : . ..... 1, : .. Bm6 31-8 _ '.......•:1 .'.....:...y 504 ......:::.......:.:: ..i F:::::::::.:::::::::. 503 ...i ;:::::::::.::::.:::.: �.............:.::: :: ::..i Bm2 �............... �................... ... ................... .......... .. ...........I ::.i \..........................::. '.::}:+ 2 PLY .................. .......... . :..::.... :y :::: .... ._:_. _---- -- > c0 �► 2' 4 I/16" 3 /r"�6" I PERSPECTIVE VIEW 4 3/1I" 12 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 7 151-41I a VAULTED CLG. TRUSS BEARING HEIGHT SCHEDULE APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANCa RAISED HEEL HEICsHT 4-1 POUND LOAD INC: 12 140 MPH LUIND SPEED ASCE 1-02 CAT. II, EXP. C (CLOSED BLDG.) r-im s 11-011 11 QII fG// k3GRJ G. TYPICAL TRU55 END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, INCLUDING ROOF PITCH, HEEL HEIGHT OVERHANGS, ETC Su 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE n WITH THIS TRUSS LAYOUT, BRCS. SIGNED END DETAIL IIAII TITLE ROOF LOADING TOP CI-IRD. (LIVE LOAD) 20 p.s.r. TOP CHRD. (DEAD LOAD) I Q.S.F. BOT. CHRD. (LIVE LOAD) 10 Q.S.F. BOT. CHRD. (DEAD LOAD) 10 Q.S.F. TOTAL LOAD 41 p.S.F. DURATION FACTOR 1.25 DATE ALL SPACING IS 24" O,C. EXCEPT AS SHOWN DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. THESE PLANS AND ALL PROPOSED WORK NO BACKCHARGES WILL BE HONORED. ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSECTORS THAT MAY BE NECESSARY IN ORDER TO WARNING COMPLY WITH ALL gppLlcgBLE CODES. ERECTION BRACING AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR, PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND CONCEALED FASTENERS OR ATTACHMENTS DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED ARE THE RESPONSIBILITY OF THE IN SPECIFIC APPLICATIONS. SEE "BCSI-B1 SUMMARY SHEET -GUIDE FOR HANDLING, " INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, CONTRACTOR OF RECORD TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED 'NTH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. NOTE: AppResporroved orblefor Oruy IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT � Truss C ny Respon 'ble for Structu I Desi of TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO '04 SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS o e u an, ..14925 ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN FILE COPY TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. REV REMOVED VAULTS s TRAYS/ ADDED • NAILING PER SIMPSON STRONG -TIE CO., INC / CAT. C-2 COFFERED CLG'S. DLTACDB 6/6/2006 •• NAILING PER SIMPSON STRONG -TIE CO., INC / CAT. C-2005 SINGLE 2X SIZES DIMENSIONS I FASTENERS MODEL CARRY WG CARRIED NO. B MISC MEMBER MEMBER LUS24 I S1 3/4' 4. 10d 2. N5d L3VD' LUS26 I S13/4, 4- Od 4-I0dHUS26 1 53" 14. 16d 6- Nbd D ERFE ON HGUS26 155• 20-16d 8- 16d�T TQQri (rHGUS28 1 55' 36. 16d 10- 1" �JA7►7FSNOTE: HUS28 13" 22- 16d 8- 16d WE SUPPORT THE BEST' " DOUBLE 2X SIZES • ALL BEAMS AND HEADERS ARE BY BUILDER. 16d 16d 5225 45M STREET HGU626-2 3 5A6. 5 5A6" 4' 20. 13- VERO BEACH, FL 32%7 N FRAME DOWN AS NECESSARY, BY BUILDER. HGU628-2 3 5/16" T 1A6' 4' 36- Ibd 10- 16d 114HUS26-2135/16"I5" 3" 14- 16d 6. 16d PH 772-567-9994 - FAX 772-567-9997 TRIPLE 2X SIZES CUSTOMER: 1-GU826-3 15A6" 4 v2' 4• 20. 16d 0-1 MB CONSTRUCTION HGUS28-3 15/I6 1 1/8' 4' 36. 16d 10- Wd PROJECT: MCGLOIN RESIDENCE MISCELLANEOUS HHUS46 3 wo-I 5 Iw 1 3" 1 14. 16d 6- lid SCALE: DATE: DRAWN BY: DRAWING NUMBER: • HTU26 15/8'1-1 3) v2" a6- 16d ab- 1odklA 1/A `t 5/9/2006 DLT/KDB �p�_289 • HTIJ28 I S/B" 9 1/I6" 3 V2" 20. 16d 20- 10dXlb