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HomeMy WebLinkAboutPLANSROOF EDGE in O O O O O NIP O 20 HIP 3 3 O 3' O O 3' 0 NOTE" ALL ROOFING NAILS TO BE RING SHANK 6" O.C. AT EDGES ZONE I IOD NAILS 6" O.C. AT INTERMEDIATE INTERMEDIATE MAY BE 12" O.C. WHERE GROUP 2 SPECIES IS USED IN 100 M.PA GROUP 2-SOUTHERN YELLOW PINE ZONE 2 IOD NAILS 6" O.C. AT EDGES 6' O.C. AT INTERMEDIATE ZONE 3 IOD NAILS 4" O.C. AT EDGES 4" O.C. AT INTERMEDIATE USE 8D RING SHANK NAILS IN 110 M.P.H. AND WHERE GROUP 3 SPECIES IS USED IN 100 M.P.H. USE GROUP 3 - HEM FIR, SPRUCE -PINE -FIR ROOF SHEATHING NAILING ZONES PER F.B.C. 2007, 2009 E 2010 REVISIONS, RESIDENTIAL PRE -EN AS PER F.B.C.2514.3.5 METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/4 INCH (19 MW AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. II -GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1-1/2 INCHES (38 MM) LC'INIG HAVING A HEAD NOT LESS THAN 3/8 INCH (9.5 MMlN DIAMETER. SOFFIT VENTS TO BE 6"X24' AT 8' O.C. MAX. EXTERIOR CEILING/SOFFIT DETAIL N.T.S. \ E Cc, PRODUCT REVIEW AFFIDAVIT 2� ST. LUCIE COUNTY, PUBLIC WORKS DEPARTMENT OR\OP• CODE COMPLIANCE DIVISION GENERAL NOTES, I. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE' AS ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER. ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS, SPECIFICATIONS, ETC. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STUCTU12AL NOTES, I. DESIGN LOADS IN ACCORDANCE WITH FBC CHAP. 16 2. SOIL BEARING CAPACITY- 2500 PSF 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. SEE PLANS FOR SIZE AND STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS - FOOTINGS, 3' BEAMS, HIT SUSPENDED SLABS, I' 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GRADE 60 STEEL MINIMUM IN FOOTINGS AND SLAB. GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. IO.BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR MORE PLIES UNLESS NOTED. 11. ROOF SHEATHING TO SE NAILED WITH IOD GALV. OR 8D RING SHANK NAILS OR EQUAL 4' O.C. EDGES AND 6' O.C. IN FIELD 12.FRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM TO MASONRY WITH 1/2" DIAMETER 7' EMBEDMENT WEDGE BOLTS I AT TOP AND BOTTOM 36' OC THEREAFTER. 13.ALL SOILS TO BE COMPACTED TO MIN. 95% DENSITY 14.CORNE12 BARS ARE REQUIRED AT ALL OUTSIDE CORNERS 15.FOOTINGS SHALL BE A MIN. OF 16" IN WIDTH OR AS INDICATED ON DRAWINGS 16.ROOF DL E LL - 55 P.S.F. 17.UPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES 18.FLOOR LL - NA 19.SLIDING GLASS DOORS TO BE TEMPERED GLAZING 20.ALL PRE -CAST LINTELS TO HAVE MIN.6" BEARING 21.AUL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF 1000 PSI OR NO.2 SOUTHERN PINE. UNLESS NOTED OTHERWISE. BUILDING PERMIT a OWNERS NAME MORADI OWNERS ADDRESS 257 S. BLLEFISH, LOT 32 HOLIDAY OUT CONTRACTOR MEL-RY CONSTRUCTION, INC CONTRACTOR'S ADDRESS 10967 S OCEAN DRIVE, JENSEN BEACH, FL 34957 .vu I IN TtF QGTED WIND DESIGN PRESSIRES LIST BY THE MAN_FACTLRM FOR EACH PRODUCT LISTED NOTES, I. HOUSE IS IN A NEGLIGIBLE WEATHER AREA 2. HOUSE IS IN A VERY HEAVY TERMITE AREA 3. N/A 4. FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE LESS THAN 200 5. FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25 6. SMOKE DEVELOPED INDEX SHALL BE LESS THE 450 FOR WALL FINISHES, CEILING FINISH AND INSULATION 7. GYPSUM BOARD SHALL CONFORM TO FBC R702.3 STANDARDS 8. TILE IN SHOWERS MUST BE BACKED BY "DURA ROCK" CONCRETE BOARD OR EQUAL BEARING HEADER SCHEDULE SIZE SPECIES NAILING OPENING JACKS FULL STUD (2)2X6 SPF STAGGERED 12"OC 16D UP TO 3'-11 (U (U (2)2X8 HEMP FIR STAGGERED 12"OC 16D 4' TO 6' (1) (1) (2)2XIO HEMP FIR STAGGERED 12"OC 16D 6-1 TO 8'-6 (2) (1) (2)2XI2 HEMP FIR STAGGERED 8"OC 16D 8'-7 TO 16' (2) (2) NON -BEARING HEADER SCHEDULE SIZE SPECIES NAILING OPENING JACKS FULL STUD (2)2X4 SPF STAGGERED 12"OC 16D UP TO 3'-11 (1) (1) (2)2X6 SPF STAGGERED 12"OC 16D 4' TO 9'-8 (D (1) I HEADER 412' 2 i I' MIN FROM EDGE AX PRODUCT *PRODUCT RATED MANLAxACTURER/ MODEL NUMBER NOA NUMBER EXPIRATION DATE METHOD OF ATTACHMENT DESIGN PRESSURES GLASS WINDOWS -SINGLE HUNG (IN CONCJ 80/-80 LAWSON/ IMPACT SERIES SH7700 06-0406.08 12/27/2011 1/4" X 2-1/4' TAPCON, MIN. EMBEDIMENT 1-1/4" GARAGE DOOR CLOPAY BUILDING ARTISTRY 14' 08-0610.06 07/17/2013 5/16" LAG BOLT W/JAMB BRACKET AT 24" O.C. VERT. 46.6/-52 PRODUCTS WIDE STEEL DOOR GARAGE DOOR SERIES W/E STEEL 08/22/2012 ATI8" O.0 (SNGL.LEAF) E m12" O.C. (DBL.LEAF) DOOR JAMB ATTACHED SWING TYPE DOORS(EXTERIOR) 65/-65 JELD-WEN INSULATED 07-0801.04 W1uIO X 3' WOOD SCREWS m6' EA.END E 18" O.C.(SNGL.LEAF) 12" O.C.(DBL.LEAF) ENTRY UNIT, 4'-B' R.O. SERIES "DOORCRAFT 6' 8' 2'X8' P.T. DOOR BUCK ATTACHED W/1/4' X 4" TAPCONSAT 6' EA.END. E SWING TYPE DOORS(EXTERIOR) 60/-60 JELD-WEN SOLID CORE DOOR 07-009.03 08/22/2012 ATI8" O,C (SNGL.LEAF) E m12" O.C. (DBL.LEAF) DOOR JAMB ATTACHED IMPACT SIDELITES W1#IO X 3• WOOD SCREWS 06• EA.END E 18" O.C.(SNGL.LE?F) E 12" O.C.(DBL.LEAF) I/4' WOOD SCREWS W/ SLIDING GLASS DOOR 76.7/-95 LAWSON/ IMPACT SERIES 9200 07-0516.01 08/08/2012 D PENEETRT12 STUD INTO WOOD STUU8 FILL ALL HOLES n9-15 X 1-1/2' SELF DRILLING CORROSIAN RESISTANT FASTENERS W/ SELF SEALING WASHERS AT 12' O.C. AND AT 12' O.C. IN THE CENTER OF THE PANEL AT THE FIELD PERPENDICULAR TO THE ROOF SLOPE ON THE ROOFING MATERIAL NAM14.25 J.M. METALE3 5V-CRIMP FL-6931-12I NA HIGH POINTS OF THE PANEL RIBS. ROOFING SHEATHING 19/32" CDX PLYWOOD SEE ROOF NAILING PATTERN I HAVE REVIEWED THE ABOVE COMPONANTS AND CLADDING AND HAVE APPROVED THEIR USE IN THE STRUCTURE TOPROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. NAME JOHN H. CPESWELL PE SIGNATURE DESIGN FIRM CERT.NO. PE** 40940, COA# 27002 DATE, TERMITE TREATMEN! REQUIRED ST. LUCIE COUNTY PUBLIC WORKS DEPAPTMENT CODE COMPLIANCE DIVISION 2308 VIRGINIA AVENUE FORT PIERCE, FL. 34952 772-462-155 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE Jut4 2 B 2011 CONCEALED FASTENERS OR AT fACHENTS ARE THE RESpONSIDILIN OF THE CONTRACTOR OF RECORD FILE COPY / "U®97 ST. LUCIE COUNTY _ BUILDING DIVISION REVIEWED REVIEWED R CO ''DANCE DATE PLANS AND PER,,,, // MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER, ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE SUBMITLAD IN DUPLICATE WITH ALL APPLICATIOAS FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE (SINGLE OR MULLTI-FAMILY), RESIDENTIAL ADDITION. ANY ACCESSORY STRUCTURE REQUIRING A 13UILDILIG PERMIT AND ANY NONRESIDENTIAL STRUCTURE. THIS CERTIFICATION SHALL NOT APPLY TO LNTERIOR NENOVATIONS (PROVIDED THAT NO EXTERIOR STRUCTURAL WALLS. COLUMNS OR OTHER COMPONETS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR FURTHER ASSISTANCE PLEASE CONTACT THE BUILDING INSPECTION OFFICE AT (772)462-2172 STREET ADDRESS, 257 S. BLUEFISH, I-OT PERMIT NUMBER OCCUPANCY TYPE SFR CONSTRUCTION TYPE CBS CERTIFICATION STATEMENT, I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS, DESIGN PARAMETERS AND ASSUMPTIONS U EO (PLEASE CHECK OR COMPLETE THE APPROPRIATE BOX) 1. FLORIDA BUILDING CODE 2007 EDITION WITH 2O09 SUPPLIMENTS AND ASCE 7-05 2. BUILDING DESIGN IS, ENCLOSED, YES PARTIALLY ENCLOSED, OPEN BUILDING 3 MEAN ROOF HEIGHT, <22 FT. ROOF PITCH 3.5/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18 4. WIDTH OF END ZONES, < 4.5' WIND SPEED, 140 (3 SEC. GUSTS) 5. BUILDING CLASSIFICATION TABLE 1-1. ASCE 7 U FBC TABLE 1604.5 6, WIND EXPOSURE CLASSIFICATION C ADJUSTMENT FACTOR FOR EXPOSURE E HEIGHT, 1.33 7. COMPONENTS E CLADDING WIND PRESSURE ON ROOF ZONE 1 428 2 90.4 3 90.4 PSF 8. COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS PSF 9. COMPONENTS E CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF 10. LOADS, FLOOR 40 PSF ROOF/DEAD, 25 PSF ROOF/LIVE 30 PSF 11. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES_2� NQ____jIF NO, ATTACH EXPLANATION) 12. CONTINUOUS LOAD PATH PROVIDED? YES X NO (IF NO, ATTACH E(PL(PLANATION) 13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NO_(IF NO, ATTACH EXPLANATION) 14. MINIMUM SOIL BEARING PRESSURE 2500 PRESUMPTIVE, 2500 BY TEST, N/A PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATIOM IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME, _011N H, CRESWELL, 1:W DESIGN FIRM, SLCCDV FORMU 020-00 REVISED 5/18/09 (CU CE RT#1 ;E:s 40940, COAu 2,002 DATE, SEAL SEE ALL PAGES FOR STRUCTURAL DETAILS SCABN�NED St. Lucie County 140 M.P.H. WIND CODE APPLIES CONCRETE FINISHED F BEND VERT. tt5 INTO 'U' BLOCK AND LAP BARS 48 BAR DIAMETERS(TYP) BOTH SIDES CONCRETE BLOCK STEMWALL SP6 W/(6) IOD BOTH SIDES MSTAI2 W/(IO) IOD, HEADER JACKS TO WOOD BEAM, FRONT AN BACK AND BOTH SIDED 2'X6'1 LINER SP6 AT EACH STUD W/(6) 10D BOTH SIDES 6'-4" SE 6'-6" LINTEL BEAM( 8FI61TIB -51 CONCRETE 'U' BLOCK -----WAD tt5 CONT. (16 TOTAL BEAM HEIGHT CONCRETE LINTEL WAD tt5 CONT. WOOD FRAMED ARCH ADD 5' STUCCO BANDING WITH'KEYSTONE" AT TOP OF ARCH IOOD FRAME ENTRY EYOND FILLED CELL, CONCRETE COLUMN (8'X8' MIN.) WAD tt5 VERT. AND CONT. D PSI CONCRETE SOLID PROVIDE CONTINUOUS LOAD PATH FROM TOP OF BEAM DOWN TO AND INTO STEMWALL FOOTING, BOTH SIDES LAP BARS 48 BAR. DIA. E WIRE TIE (TYPICAL ALL LAPPED BAR BUDS ) =J _ _ -- :< STEMWALL BEYOND UNDER / TYPICAL 24' X 12' WOOD FRAMED ENTRY WALL) BETE STEMWALL- FOOTING 24' X 1 ' SEE FOUNDATION PLAN CO FOOTING Af ?CN DETAIL AT ENTRY USE 'SIMPSON' MSTAM24 W/(9) IOD E (5) 1/4' X 2-1/4" SURROUNDED TITEN IN CMU (5) 1/4" X I-3/4 \ SIDES W/ CONCRE TITEN IN CONC.) 7 X 4' P.T WOOD HOLD BACK 1/2' FOR 1/2' CDX PLYWOOD USE #I0 X 4' TAPCONS AT 12' 0.0 AND 6' AT ENDS (3 SIDES) 1/2' CDX PLYWOOD ON BOTH SIDES OF WOOD FRAMED ARCH NAIL W/8D RING SHANK FORMED I/7 AT 4' O.C. PLYWOOD ARC W/PAPER BACKED WIRE LATH TYPICAL STUCCO AND TYPICAL STUCCO WOOD Ff�AME AQCN DETAIL SP6 WK6) IOD DBL. 7 X 12" WOOD I-EADE12 2' X 6" WOOD ADER JACKS AT ENTQY TYPICAL OM TOP PLATE X 6' WOOD DER STUD TYPICAL BOTTOM PLATE WOOD FRAME ENTRY DETAIL FILE COPY THESE PLANS AND ALI, f ROPOSE:O W0'1;:: ARE SUBJECT TO ,AiSV Cv'RSi E+:T!;'If45 REQUIRED BY FIE'LP IN:.!'<<:�FOa^ MAY BE NECE£:6ARY IM lit i ER'T0 COMPLY WITH ALL APPLiC CLE CODCS, ROOFING NOTE: ALL OVERHANGS ARE 12" EXCEPT RIGHT SIDE WHICH IS ZERO (1-1/2" THICK FACIA BOARD) CUT TRUSS TAILS ON REAR FLUSH AND CANTILEVER TRUSSES TO MAINTAIN FACIA HEIGHT.ALL ROOF PITCH IS 3.5 ON 12 CONCEALER FASTENERS ORAMCNiENTS ARE THE RESPONSIL'UTY OF THE U'u ,�., � �. xl � '' tlE a t �' . a LOB , CONTRACTOR Of RECORDWIDE, CODE wHMO L DETACHABLE/ PORTABLE STAIRS STAIRS 13.75 SQUARE FEET ?EVISION tt2 6/14/2011 RIGHT LEFT WINDOW PRESSURE CHART 140 MPH TAG PRESSURES ZONE SQ.FT. +46.9 -50.8 4 10 +44.8 -48,8 4 20 +42.0 -46.0 4 50 +39,9 -43.9 4 100 END ZON +46.9 -62.8 5 10 +44.8 -58.5 5 2 G +42.0 -52,9 5 50 +39.9 -48.8 5 100 GARAGE DOOR Q +39.9 -48.8 5 100 NOTE, PRESSURES HAVE BEEN FACTORED FOR EXPOSURE "C' I � �j/� STAIRS 13.75 ® SQUARE FEET ® ----- REVISION 42 6/14/2011 DETACHABLE/ PORTABLE STAIRS REAR DETACHABLE/-rSTAIRS PORTABLE STAIRS 13.75 QUARE FEET ELEVATIONS 1-/4" = I'-O" 4 AL ROOF �0 LI 013 El' FRONT NIISHED FLOOR T ABOVE FLOG PLAIN ?EVISION n3 6/14/2011 ?EVISION tt2 6/14/2011 SEE ALL PAGES FOR STRUCTURAL DETAILS 140 M.P.H. WIND CODE APPLIES THESE PLANS p.Nn AL pnr)p,FD WopR_ ARE SUP,.!ECT TO ^; rd'Y a1i4iE^T'IONS >~ :,-(Ov IS THAT ..cYSPLY Ne I'I11 ALL iui PLiOAOLE CODES. 8' X 16" SOLID POURED CONCRETE COLUMN FROM STEMWALL FOOTING TO TOP OF CONCRETE SLAB W/ (4) 05'5 VE2T AND #3 HOOFS AT IT OZ. VERTICAL (TYPICAL) AT EACH CORNER AND AT 2O' O.C. IN FIELD. (MA)0 SEE FLOOR PLAN FOR FILLED CELL LOCATIONS, USE ALL 3000 PSI CONCRETE Ih TOP VIEW 41- 1 u-r-i'1l 17 TIC. X 24" W. CONCRETE STEMWALL s OOTING W/(3) u5'S COW. CONCRETE STEMWALL COLUMN DETAIL N.T.S. CONCRETE NOTES 4"CONC.SLAB W/6"X6"-ttIC OVER CLE/ NON ORGA * SOIL BELOW TREATED PRIOR TO SLAB POUR * 3000 PSI MIN CONC W/VAPOR BARRIER �( ALL FOOTING DESIGN BASED ON 2500(ASSUMED) PSF SOIL BEARING CAPACITY, CONTRACTOR TO VERIFY. PROVIDE MIN, 3/4" RECESS AND/OR SILL FOR ALL D0012S TO EXTERIOR.(INCL. GARAGE) ® CONCRETE BLOCK FILLED CELL WAIA5 VERTICAL STAIRS 13.75 SOUARE FEET 42 CONC. 4" CONC. CURB SLAB ­\ �r a ° a a ° GRADE CONT a CONC. FOOTING 6" TYPICAL FOOTING AT GARAGE WITH CONCRETE CURB r" I I I .ram .00.01 3�0� L► 1 6„ L _ SILL -54" `�.-- —1 r n I I ( M21OR BEARING 4LL FOOTING AT STAIRWELL LIVING D FLOOR AT ! FLOOD PLAIN L J �� 1 �� /;/ rl •% ��oil ►�1 FOUNDATION PLAN 1/4"nl'-O" CONCRETE BLOCK STEMWALL WITH TYPICAL STUCCO FINISH SLAB ON GRADE AT GARAGE CONCRETE STEMWALL YVIN DETAIL THIS PAGE - (TYPICAL) AT EACH PR JOIST (14) IOD X H/6 SON A* SIfSVj7m6V)) AT E404 IOD6TYPIC \,'OP r X 4.OR 6' WOOD PLATE CAM® WALL r X 4 OR 6' Iff DIA. OW. AW $TLC$ AT 16, O.C. T 3r O.C. W!T MIAL SMBm SWOONSP4/6 X 4'OR 6' P,T. AT EACH STtDWW IW-�TTOM PLATE d' 2..w 'S ° CONT, ONC.FTN'C INTERIOR BEARING WALL FOOTING AT STAIRWELL CONCRETE BLOCK STEMWALL(TYP) UNIT ON QC, PAD HERE L2 LINTEL SCHEDULE HIGH --STRENGTH PRECAST AND PRESTRESSED LINTELS MANUFACTURED BY CAST-CRETE SAFE APPLIED SAFE APPLIED GRAVITY GRAVITY UPLIFT UPLIFT BEAM LENGTH TYPE LOAD LOAD LOAD LOAD COMPOSITE LI 2'-10" PRECAST 6113 < 800 4460 < 400 8FI6-IB/IT L2 V-6 PRECAST 6113 < 800 3547 < 400 8FI6-IB/IT 1-3 4'-0' PRECAST 6113 < 800 3079 < 400 8FI6-IB/IT 4 5'-4" PRECAST 5365 < 800 2290 < 400 8FI6-I3/IT 7-6' PRECAST 2661 < 800 1635 < 400 81`I6-I5/IT 10'-6" PRECAST 1533 < 800 914 (400 8FI6-IB/IT PRECAST 3127 < 800 1510 < 400 8F28-IB/IT I. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND ENTIRE HOUSE PERIMETER INCLUDING CHANGES IN BEAM ELEVATION. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS 2. CONCRETE FOR COLUMNS AND BEAMS SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS 3, A SINGLE FILLED CELL IS REQUIRED AT EACH SIDE OF EACH OPENING AND AT 6 FEET ON CENTER 4. 4 INCH MINIMUM BEARING IS REQUIRED FOR ALL LINTELS WHEN FILLED. LENGTH " OPEN SPAN PLUS 8 INCHES WOOD FRAME ATTA04ve1T TO CONCRETE WITH (2) #10 X 4' TAPCONS AT 24" O.C. VERTICALSTAGGERED I& 6" EACH END SEE ALSO WOOD BEAM TO CONCRETE ATTACHMENT DETAILS PAGE 7 HI RAILI�� '\ '�' r-WOOD BEAM INSULATION BALCONY 6" WOOD 6' WOOD FIR /\JI. SEE PAGE 7 51 KITCHEN E kAC 0 HIGH F -^?- RAILING - LIVING LOOKOVER ROOM 8' T,O.B. BEAM ALL VAULTED CEILINGS 35' HIGH WALL MOUNIT HANDRAIL _� -6� y (S) 25SH L6 ATTIi CCES D.LOC TALL\ WIC DaL Im WID ILE CON SEE WOOD BEAM TO CONCRETE ATTACHwe--r DETAILS PAGE 7 r%FOOD BEAM / r-42' HI RAILING qV WOOD BEAM kA rTO woov WALL ;_ /CONNECTION DETAIL -51, RAILING TO WOOD W/W tt8 X 2-1/4" LAG SCREWS 1-1/2" BALUSTERS AT LESS THAN 4" SPACING 2"X4" RAILING TE 4""X 4" NEWELL PREFAB ALUMINUM RAILING, WELDED - CONSTRUCTION ATTACH NEWELS TO FLOOR W/(4) tt8 X 2-1/4" LAG SCREWS CONCEALED PASTENEK i iR !=:l ii,�,I NIWIIiia ARETRFFeCP0NS' li `I�1PTr,'' c�='t CONTRACTOPI - t,E C TERMITE TREATMENT REQUIRED 'FRAME WALL ON OF CONCRETE DETAIL' ON E7 PAGE 7 UP 4 RAILING ATTACHMENT DETAIL F..`A'PaI�Cw5 IST FLOOR PLAN 114"-I'-O" 2ND FLOOR PLAN---114"RI'-O" CONCRETE BLOCK STEMWALL CONCRETE BLOCK EXTERIOR WALLS WITH TYPICAL STUCCO FINISH WITH TYPICAL STUCCO FINISH SLAB ON GRADE AT GARAGE `REVISKNJ 43 6I14/2011 co REVISIO I 7/19/20I1 SEE PAGE 4 SEE ALL PAGES FOR STRUCTURAL DETAILS 140 M.P.H. WIND CODE APPLIES 5V-CRIMP METAL ROOF OVER 30a FEAT OVER 19/37 ODX PLYWOOD SEE ROOF NAILING ZONE AND ATTACHMENT DETAIL AT EACH TRUSS TO BEAM W/02) IOD X 1-1/2 SEE SOFFIT E FASCIA DETAIL TOP CHORD BEARING FLOOR TRUSS ORJOIST ADD DRAFT STOP EACH 500 SOFT. (SEE TRUSS DRAWING BY TRUSS CO.) (2) 2' X 8' P.T. WOOD LEDGER ATTACHED TO SOLID CONCRETE W/(2) 12' X 5/8' WEDGE ANCHORS W/2' X 2' WASHER E AT 24- O.C. HORIZONTAL AND STAGGERED W/7" MIN EMBED IN CONCRETE (2) COURSES CONCRETE V BLOCK WAD n 5 EACH COURSE CONT. AND 05 CORNER BARS W/ 3000 PSI PUMP MIX 7/8' P.C. STUCCO FINISH OVER CONCRETE BACK WAD P5 VERTICAL AT 4' O.0 IN FIELD AND EACH SIDE OF EACH OPENING IN BOCK WALL AND ALL INSIDE AND OUTSIDE' CORNERS. FILL CONCRETE BLOCK CELLS AROUND STEEL BARS SOLID W/3000 PSI CONCRETE AND LAP ALL BAR ENDS 48 BAR DIA. MIN. tt5 X 10' HOOK LAP BAR ENDS 48 BAR, DIA,(MIM CONO. 16' X 18' CONC. WAD OVS I I FORMED AND POURED 3000 PSI CONCRETE BEAM WA4) u5'S CONT AND #3 HOOPS AT IT S'm fU rr• • FORMED AND POURED 3000 PSI CONCRETE BEAM WA4) s5'S CONT, AND #3 HOOPS AT IT O.C. CANTILEVER BEAM DETAIL AT ABOVE AC PLATFORM ENGINEERED ROOF TRUSS AT 24' O.C. INSULATION I'XW AT BOTTOM DA78"O.0 AND CCNN'TINL)Ol� AILED W/(3) BD COMMON EA.TRUSS DRYWALL CONCRETE 'U' BOCK W/(D tt5 CONTINUOUS FILL SOLID W/3000 PSI 3/4' T E G DECKING W/GLUE AND 8D RING SHAG GUN NAILS AT 6' O.C. 12-19 (MIN) TNSULATION IN FLOOR JOISTS 5/6 TYPE 'X' FIRE RATED DRYWALL CEILING TOP CHORD BEARING ENGINEERED FL. aOISTS, SEE PLAN BY TRUSS CO, DRYWALL I' X 7 P.T. !RING STRIPS AT 24' O.C, W THICK CONCRETE SLAB (3000 PSI) W/6' X 6' "10 X #10 WELDED WIRE MESH OVER 6 MIL, VAPOR BARRIER OVER CLEAN TERMITE TREATED SOIL 1-4-41J DETAIL AT GARAGE 5V-CRIMP METAL ROOF OVER 30b FELT OVER 19/37 CDX PLYWOOD SEE ROOF NAILING ZONE AND ATTACHMENT DETAIL *SIMPSON' HETA20 AT EACH TRUSS TO BEAM W/(IZ)"'—• IOD X 1-1/2 SEE SOFFIT FASCIA DETAIL TOP CHORD BEARING FLOOR TRUSS CRJOIST ADD DRAFT STOP EACH—' 500 SOFT. (SEE TRUSS DRAWING BY TRUSS CO) (2) 7 X 8' P.T. WOOD LEDGER ATTACHED TO SOLID CONCRETE W/(Z) 17 X 5/8' WEDGE ANCHORS W/7 X 2' WASHER B AT 24' OC. HORIZONTAL AND STAGGERED W/7' MIN, EMBED IN CONCRETE (Z) COURSES CONCRETE V BLOCK WAD u 5 EACH COURSE CONT: AND tt5 CORNER BARS W/ 3000 PSI PUP MIX 7/8' P.C. STUCCO FINISH OVER CONCRETE BOCK WAD a5 VERTICAL AT 4' 0.0 IN FIELD AND EACH SIDE OF EACH OPENING IN BLOCK WALL AND ALL INSIDE AND OUTSIDE CORNERS. FILL CONCRETE BLOCK CELLS AROUND STEEL BARS SOLID W/3000 PSI CONCRETE AND LAP ALL BAR ENDS 48 BAR DIA. MIN. CONO. v WAD0m /19/2011 12 it - ° - • • c /lTRUSS O.C. _ INSULATION • • .•• AT _ • ..rr.creen�ANDCONTINJOUV- CONCRETE V BOCK WAV u5 CONTINUOUS FILL SOLID W/3000 PSI CONCRETE 3/4' T E G DECKING W/GLUE AND 8D RING /—� NAILS r DRYWALL TOP CHORD BEARING ENGINEERED FL, JOISTS, SEE PLAN BY TRUSS CO. 1/2' DRYWALL OVER R-5A FOIL INSULATION OVER I' X 7 P.T. FURRING STRIPS AT 24' O.C. �7 3 JOINT 4' THICK CONCRETE SLAB (3000 PSI) W/6'X6'u10X#10 WELDED WIRE MESH OVER 6 MIL. VAPOR BARRIER OVER CLEAN TERMITE TREATED SOIL 2 STORY WALL SECTION AT STEMWALL L CONCZ-AS ROOD PLAIN PILL COWACT ••NIQ" ! ! ! .� . LIFER GROUND REQUIRED ELECTRICAL NOTES, *200 AMP SERVICE *SMOKE DETECTORS AS REQUIRED *FIELD VERIFY RECEPTACLE LOCATIONS *GARBAGE DISPOSAL *ALL BRANCH CIRCUITS THAT SUPPLY 125V. SINGLE PHASE, 15 AND 20 AMP RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN "ARC -FAULT CIRCUIT INTERRUPTERS)". *RECESSED LIGHTING FIXTURES MUST COMPLY WITH, FLORIDA ENERGY CODE 606.I.ABC. 1.2.4. PRODUCT APPROVAL (TOTALLY ENCLOSED) r ELECTRICAL LEGEND 1/2 ON SWITCH. V. WOWTACU! 2 -._ CIUMLET _ ,•. ajurr ,r< -• . - • WALL N40LNT LIGHT xIlov INOR 10,IXTUPBLITEffro.) It.PIECES= LJG14T E)4HAUST FOAN&M COMINTION 1�. ONAUST PAN ♦/ OLJUNG FAN '\ MILING "., LIGHT SINGLE POLE SWITCH•. POUE SWITCH ..- DEWTOR .CAR13ON MONOXIDE ... LIGHT DOOR .- KAXXMSOffsrr Mimescor LIGHT —. _ ❑ - a PH" JACK vemms f GROUND LOAD CALCULATIONS RESIDENTIAL. 200 AMP ELECT. PANE. 240- IC 3W CIRC. DESCRIPTION VOLT I ' WATT 'W 1,2 AC/AH 240 60 MOOO 6 3A WTR. HTR. 240 30 3,500 10 5,6 OVEIWRANGE 240 50 12000 6 7A DRYER 240 30 1,000 10 9 LIVING RM. 120 15 1,500 14 10 MASTER BEDRM, 120 15 11000 14 11 BEDRM.2 120 15 1,000 14 12 DINING RM, 120 20 1.000 12 13 LAUNDRY/WASHER 120 20 1,000 12 14 KITCHEN 120 20 2,000 GFI 15 BATHROOMS 120 20 1,000 GFI 16 SPARE 120 20 1,000 12 FIRST 10.000 • 10,000 38,000 WATTS REMAIN. 28,000 AT 40% -11,200 TOTAL 00 AMPS • 21,200/240 - $8.33 AMPS USE 200 AMP. SERVICE THESE PLANS AND AL' CPS'" -^ _;I WON ARE SUC.I EDIT TG .ti?IIOP 5Y Ss rld P:u RF erAKctF rr''.:pR ,;Gl�if LY 1NI il, k6L Ai rLiGir;;L� GCLtw. I `V IST FLOOR ELECTRICAL PLAN 1/4" - 1'-0" 2ND FLOOR ELECTRICAL PLAN 1/4" - I'-O" PER N.E.C. PER N.E.C. SEE ALL PAGES FOR STRUCTURAL DETAILS 140 M.P.H. WIND CODE APPLIES y MTN 2'R , 1` I K I TCHEN i 2 VTR clk� I hL 3' WASTE IST I 1 \ I \ I \\ I \ i \� 3',V`TR MASTER J3' \♦\ 1 BATH / I \ I LAUNDRY LAy I \ \\ IWASHER 13' \� \I ru I \ `J I \ I \ \- SHOWE32 WC � 2ND FLOOR PLUMBING RISER 3' WA: 2ND ' C/O MASTER �/3' V TO APPROVED SEPTIC SYSTEM L9 BATH � i LLAV 2 J� 13 I♦ I \2. ♦ SWOWE12 I ` r ti I Wc� IST FLOOR PLUMBING RISER N.T.S. 2ND FLOOR HVAC PLAN 1/4" = 1'-0" IdC'4.Y � ° it Siws fu COPY THESE PLANS AND ALL PROPOSED WORK ARE. SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD IN' PECTORS THAP MAY BE NECESSARY IN ORDER TO COMPLY WITH ALLAPPLICABLE CODES, IST FLOOR HVAC PLAN 1/4" = 1'-0' PROVIDE BALANCED AIR RETURNS IN ALL BEDROOMS W IL O LH n WQ�c4 (n in- co 0 aD_j UlzLLO zcoV--0 =Lo?Iq O Oaf- w C) Q O 2 Z U) W 0 0 o �O M ul (f5 Of Lo O Z O N \0concN 00 ON G\ PROVIDE BALANCED AIR RETURNS IN ALL BEDROOMS SEE ALL PAGES FOR STRUCTURAL DETAILS 140 M.P.H. WIND CODE APPLIES 5 7 2' TALL 20GA. GALV, STEEL REINF.---- VARIES WALL MOUNTED PNEUMATIC FASTNER SCHEDULE V-BAR (2) REO'D. PER SECTION, HANDRAIL FASTENED W/a4X5/8' SHEET META 1.) PNEUMATIC FASTNERS SHALL BE 'HILTI' COIL NAILS, TYPE CRF 1120.1-1/2" LONG BY .120 DIAMETER UNLESS OTHERWISE NOTED. SCREWS (2) MORD PER STILE. FIlCOPY2.) FASTNERS OF EQUAL LENGTH AND DIAMETER MAY BE SUBSTITUTED FOR THOSE SPECIFIED. �Y� MAMJF, MODEL a SPACING/ Elv] — --- LOCATION NAIL SIZE REM K RJ HINGES FASTENED W/914X5/8' REVISKNNa4 PLYWOOD WALL 2-3/8' X 413 (34 DEG.) PRUDENTIAL 9 SHEET METAL SCREWS 07/19/2011 SHEATHING BUILDING MAT, SP8RMS SEE DIAPH62AM SCHEDULE CENTER HINGES 4 SCREWS REO'D, 0 PLYWOOD FLOOR 2-3/8' X ,113 (34 DEG.) PRUDENTIAL END HINGES 4 SCREWS REORD. SHEATHING BUILDING MAT. 5P8RMS SEE DIAPI 1?AM SCI-EDLLE (Y 2-V4 PLYWOOD ROOF BIDCOMMON COATED PRUDENTIALi" (') p Q SHEATHING BUILDING MAT. SEE DIAPI-RAM SCHEDULE _ M I" X 2" FURRING .099 X 1-1/7 SM INTERNATIONAL 422428 16' O.C, ° LANDING STRIPS STAPLE Q BUL5NOSE CH WINDOW BUCKS .120 X 1-1/2' HILTI 12" O.C, 2 2ND FLOOR ;SHETET A E D R 1/7 X 5-1/2' RAMSET/REDHEAD 24" O.C. VERTICALLY U) TENED WA 14X5/61NIG CONCRETE BUCKS n. METAL SCREWS. STAIRS " BULL SE DOOR BUCKS t/4" X 2-I/7 INTERNATIONAL $" O.C. L[.lw N RES I DENT 1 AL GARAGE DOOR DETAIL USE 3000 PSI rAPCONs W o DOOR BUCKS •120 X I-I/2" HILTI 12' O.C. � > 1..,, j�J 'j S MANUFACTURED GARAGE DOOR, 140 MPH RATED) CONCRETE W Q 0 N 4 I ROOP SASE GA X P CENCO HJI5ATA 12' O.G. AT HEAD LAPS AND EVE EDGES �I u 4 RISERS AT 7-1/2 SHEET GALVANIZED 24' O.C. AT EDGE OF VALLEY SHEETS (� Z Cn O 3 TREADS AT 9" w -, 0 I LANDING DIAPHRAM SCHEDULE U v U_ O CQ B PANEL FRAMING DIAPHRAM ZONEI ZONE2 Zo LU (Y T STAIR RISER LOCATION PANEL GRADE THICKNESS SPACING BO ERIES EDGE INTER. EDGE INTER. EDGE INTER. REMARKS W O Q 0 N.T S.(EXTERIOR) 100, 100, IOD, IOD, IOD, BLOCKING Lo � ROOF EPA RATED SHEATHING 19/32' 24' O.C. MAX 6" O.C. 6` O.C. 6" O.C. 6' O.C. 6' O.C. 4" O.C. W O.C. AS SHOWN 0 d' h- W ' EXPOSURE 6 OR EQUAL SPAN RATING 40/20 W1 U) 0- THESE PLANS AND A``' ` � k�5NOTE' ALL ROOFING NAILS TO BE RING SHANK (V sc ewssuPPlt®er TYPICAL SIDING. see AFtF SUBJECT r NOTE TO GENERAL CONTRACTOR, ALL CONNECTIONS IN CONTACT WITH ACO MATERIAL SAD, MANE!, INST OTHER DBTAI SHALL BE HOT DIPPED GALVANIZED MINIMUM. tC7 a�outR�^ o 15 RISERS AT 7.52" r A9PB2MANUP.It�TRUCTiONB j""vj VAPOR - L�,a�LY wI�II.+LL NOTE TO BUILDER, BUILDER SHALL COORDINATE AND REVIEW ALL FINAL ARCHITECTURAL DRAWINGS WITH TRUSS MANUFACTURERS DRAWINGS BEFORE TRUSS MANUFACTURERS TRUSS 14 TREADS AT 9.5" ENGINEERING PACKAGES AND ACTUAL TRUSSES ARE PRODUCED. I" BULLNOSE I1TODX PLY NAIL &� MAN. PATT67N M WADER K 'PANS �O *11LK JCCO A TACHEp°W°/IR/4�x 4' FURRING FURRING SCHEDULE ATTACW* r AS DOOR OPENING W/1/2' TAPCONS*6" EA END E DO DIA. 6" �. W/SOLT 018' O.C(SNGL.LL°A� I'X6' P.T. WINDOW BUC2C zxs !tizAn w PER MANUFACTURER / YW - 6 FROM eABM E E -12' O.C. (DB.LEAF) TTACI-ED W/1-1/7 T 14f:7 wi T54OP 24' O.0 �TWeEN BRICK _...� NAILS o 18"O.C. VERT ON LINER SCREWS SUPPUED er sGD feAD MCNJLDING33 N1AL4 1 EA SGD MANUPASm7Xb V•CAD� JACK INSTALL INSTRUOTMAN . 7hP'D. (�R.9. y-HINGED SWING sO �DETAIIS w I'X7 TRIM CCNNT.DO°R WINDOW FRAMESECTION Pat DCi'AIL3 ' •' :� •' ' PLYW W/CONT.CALLK BEAD ATTACH=D TO CONC,O�)STAIR RISER S G D JAMB ATT�iy�l iR�ENT [�ETn II sCrmN3 a�PLlea aY TYPICAL WINDOW SLICK W/I4'X 2-I/4GSG,D MANU°A \WO JAMB ATTACHED INSTALL AS PER MANUP. STUCCO ON CONIC. BLOCK DRYWALL X 3' WOOD SCREWS STUCCO TAPCONS, FILL ALL HOLES �+ �+.� •6' FAR" E IS' O.C.(SNGLLEAF`) MIN EMBED I-I/4' °�✓ N.T.S. HJSTRIX;TIDNB ^! PL .BiS � W/CdNC.FILLED CELLS CASI RAILING FORCE PER CODE • 200tt TOTAL OR 50 PLF TP`°r' ATTACHMENTGARAGE DOOR T I E 17 °'°'(Deu EnF' WINDOW ATTACHMENT DETAIL PERIMTERTOBE T IB• REAGlu�r��Ltv��iI+L�ata,��14",I� EXTERIOR SWING DOOR ATTACHMENT DETAIL 4"-61/4' -I/4' _ S.G.D.HEAD AND SILL ATTACHMENT DETAIL ARETHERESPONSIBILITY OFVE 9 -vs• RAD. MIN.---1-1/4'-7 DIE 50 PLF� CONTRACTOR OF RECORD --- 0) FINISHE~ V CONT. 2" X 4" OR FINISHED < BALUSTERS BALUSTERS CEILING 2° X 6" TOP PLATE WOOD CeLING GAUGE! METAL V OR N TYPICAL EXTERIOR CONCRETE 2" X 4' OR 2" X 6' AT O ACKS TOP E BOTTOM 24' O.C. BLOCK WALL OOD STUDS AT 16' SQUARE ROUND O.C. (SEE PLAN) 2GA(( �1/D EXTEND #5 REBAR INTO STUDS AT GYPSUM WALL BOARD APPLIED AC UNIT ON CANTILEVER INTERIOR SLAB 4' E AT IUM W E A BOARD A W/ I' CONCRETE SLAB 12" O,C., MIN, 1-1/2' CONC. ATTACH P.T 2' X 4" LONG BUGLE HEAD SCREWS TO HANDRAIL DETAIL OR 2' 1 6' .BOTTOM l� NOT TO SCALE COVER AROUND MBAR EA. SIDe AT 17 O.Q lj//IATE 70 SLAB W15/8" Cam• n+J WEDGE ANCHORS AT 24" CXXZ SLAB O.C. 3' 4' X 3' 4' X 4' THICK CANTILEVER CONCRETE SLAB 16' X 16' CONIC, TYPICAL INTERIOR PARTITION Im 50 PLF • 4.17 /LI. CONCRETE SLAB WITH #5 REBAR � _,, ;� , � � �, r OTING WA2) AT 17 O.0 BOTH WAYS W/I I/7 — _ — " ASSUME 4 TRIBUTARY AREA -> TOTAL LOAD • 4.17tt/IN. X 4` - 16.7tt MINIMUM CONC. COVER AROUND BARS I III -I I -I -J tt5'S CONT. MOMENT AT BASE - 16.7tt X 42" - 701tt IN1I- 17 MAX SECTION MODULUS FOR WOOD - 1/6 BHA (RECTANGLE) OR 1/6 83 (SOUARE) ICI= - I`II I �L= - LEAN FILL -"L—� I—i SCREW - 1/6 (23/16)3 = 0.5 IN.3 1�I=— =11I ICI I IT SPACING TYPICAL CONCRETEI —�—�— — BLOCK STEMWALL _L_ — I-1 f I IJ INTERIOR BEARING WALL DETA{L ' X 4" TOP PLATE Q 5V-CI21MP METAL LDS II�II� 111-1 0 �• II I— � jT ROOD PANEL BENDING STRESS • M/S • 701/0.5 - 1,402 PSI s 1750 PSI (FIBER STRESS FOR SYP.) I TYPICAL CONCRETE 2' X 4' WOOD STUDS T 24" O.C. WITH 112' i;. • •<P' STEMWALL FOOTING DRYWALL BOTH SIDES PRECAST (]( 701 IN# - i" FA + 3' Fs CONC. SILL ATTACH 2" X 4' e 7oi INtt/ 4" - 175 tt CANTILEVER AC DECK DETAIL .BOTTOM PLATE •- .' TO FL. JOISTS WITH � #10 X 4' WOOD SCREWS AT ». CONC.BLK.EXT. 4" FROM EA, END e 01 ® As PULL OUT FORCE - 175" _ WALL W/1=5 VERT 24" O.C., (3) MIN. 701 Inks ® B: PULL OUT FORCE - 525tt MAX = AS IN FLOOR PLAN O -"� � • tt12 WOOD SCREWS W/i-I/$" EMBEDIMENT HAVE WITHDRAWAL RESISTANCE OF 705tt OCR JOIST > 525tt _ .3 ' HANDRAIL LOAD CALCULATIONS TYPICAL KNEE /ALL DETAIL TRUSS CONC. WINDOW ANDRAIL _T 19/32" CDX ETAL DRIP FLASHING SILL DETAIL PLYWOOD FL � "X2' P.T. DRIP EDGE LLi O 1/2 TYPICAL FLASHIN DRYER VENT TRUSS 2'X6" PRIMED R.S. OOF CAP _ —1 )— 7 7 M Q 5V-CRIMP METAL METAL ANCHOR FACIA W/FLAP EWELL FLANGE EXTERIOR ETAL DRIP FLASHING ( o Q ROOF PANEL (4) BY MANUFACTURER WALL I - 1 . rl WITH 1/4" X 3' ANCHO "X2" P.T. DRIP EDGE CONTRACTOR TO USE TYPICAL ©� Q BOLTS TO CONIC. TYP. (4) 2"X6" PRIMED R.S. 7/8" STUCCO OVER 3/8" TRUSS _i CV T =4=-30= FELT PLACES TYPICAL WALL FACIA HI RIBBED PAPER BACKED 19/32" CDX SEE WALL DETAILS METAL LATH OVER "TYVEK" co PLYWOOD W/1" PER F.B.C. 2514.3.5, h THE CONTRACTOR SHALL ^+ I. AT THE EAVE RAKE AND RIDGE, FASTENERS SHALL BE CONDENSER UNIT INSTALL b' X 24" SOFFIT LOCATED NOT MORE THAN 3' AWAY FROM THE PANEL END, TYPICAL WALL VENTS a 8'-O" O.C. 2" X 12" 2, THE LEADING SIDE EDGE OF THE PANEL SHOULD BE THE SEE WALL DETAILS SOFFIT DETAIL STRINGER " BULLNOSE c SIDE WITH THE ANTI -SIPHON GROOVE, EACH PANEL SIDE WILL OVERLAP THIS CHANNEL TO PROVIDE A CAPILLARY FAKE ) J 3. #9-15 X 1-1/7 SELF DRILLING CORROSIAN RESISTANT FASTENERS 4" THICK CANTILEVER N.T.S. C� q W/ SELF SEALING WASHERS AT 12" O.C. AND AT 17 O.C. IN THE CENTER CONC. PLATFORM OF THE PANEL AT THE FIELD PERPENDICULAR TO THE ROOF SLOPE ON THEN � � m � HIGH POINTS CF FASTENERS THE PANEL ROSA. THE PANEL'S WIDTH SHALL 4" DRYER VENT BE SPACED AT 17 O.C. TO THE CENTER RIB, THEN 12' TO THE NEXT, PERPENDIa.LAR THRU ROOF SHEET TO THE SLOPE, THROUGH THE OVERLAPPING PANEL. THE RAT NO SOFFIT DETAIL 5. THE POF ANELS FASTENING PATTEE"RN ATT TTHEEIiT�1OR OF COMPRESSOR ATTACHMENT DETAIL N,T,S, REAR STAIR RISER 4 RISERS AT 7-1/2" 6 THE PANS, SHALL BE IN ROWS SPACED 12' O.C. RUNNING 3 TREADS AT 9" PARALLEL TO THE SLOPE OF THE ROOF. N.T.S. N.T.S.(EXTER I OR) R tt6931-R1 SEE ALL PAGES FOR STRUCTURAL DETAILS 140 M.P.N. WIND CODE APPLIES DRYER VENT DETAIL (DETACHED) I" BULLNOSE 7 /4' PLYWOOD DECKING SOLID CONC. FOR ANCHOR BOLTS 2" X 6' WOOD BEAM 'SIMPSON' MM12 AT WRAP STRAP OV1 "SIMPSON' MiH BA EA BOTTOM CHORD TO STUD WALL. TTOM CHORD WOOD BEAM HANGER 2' X 6' fLOCR JOISTS a�I wnoo /ATR3/4` (1) IN TOP AT 16' O-C., USE "SIMPSON" BOTTOM CHORD E (1) IN FACE HU26 JOIST HANGERS. FILL ALL OP ONG. M-.ST. FILL ALL HOLES W/IOD HOLES W/IOD SIMPSON' EPC46 WOOD er �� x 17 DRYWALL y POST TO WOOD BEAM DRYWALL a ATTACHENT, FILL ALL M-2* x e TOP PLA HOLES W/IOD TYPICAL CONC. BLOCK GARA 7 XE Bnos LIVING EXTERIOR WALL AT 24' O.O. WITH 0 19 LNV LATION DRYWALL BOTH SIDES I/7 DRYWALL 17 DRYWALL X 6' WOOD COLUMN ATTACH 7 X 6 BOTTOM PLATE STISMA& DI 'SIMPSON' ABU46 LIVING A9. AT 37 oa eV W/5/8' ANCHOR BOLT E LIVING FLOOR FILL ALL HOLES WAIO) CONCRETE V BLOCK W/A) 45 CONT. PILL SOLID CONC. FOR - SOLID wi3000 PSI, CONC. ANCHOR BOLT 11 I '' IIIII I I�T� GA AGE— FILL TYPICAL STEMNAtL TYPICAL STEMWALL GARAGE P'OOM 4'•'-- AND FOOTING TYPICAL FOOTING ON�-TI`t1T ' GRADE W/CONC,CURB e � --I�-� r-�j - 1=� TI � ",. ' ,, ' • 1Z y-l� I�=11I-_-Ill1�=IL f—� T�f— Ij—L—JZI=ll l 1, LEAN FILL PARTITION DETAIL AT GARAGE STEMWALL LOFT/GARAGE CI?OSS SECTION STUCCO DOWN PLY WOOD DOWN TO BALCONY PLYWOOD DECKING WRAP RUBBEROID TORCHIDOWN LP OVER PLYWOOD SHEATHING 00 N07 PIERCE FINISHED FLOOR, TILE ETC. OVER RUSIR ROID, DO NOT USE NAILS OR 5CREWSN *SIMPSON' MTSI2 AT EASTUD FILL ALL HOLES W/IOD 'SIMPSON SP6, TEE AT EACH STUD. FILL ALL HOLES WITH 100 3/4' CDX PLY 12' DEEP ENG, FL SOLID CONC, FOR ANCHOR BOLTS 'SIMPSON' "A WOOD BEAM HANGER /ATR3/4' Q) IN TOP E (1) IN FACE FILL ALL HOLES W/I001 CONCRETE COLUMN FROM FLOOR BELOW a5"S CONT. TO GARAGE FOOTI ; FILL SOLID W/3000 PSI T CONCRETE l WOOD BEAM ATTACHMENT TO CONCRETE COLUMN DETAIL AT BALCONY (WOOD BEAM ,TO CONCRETE WALL SIMILAR) WRAP PUBEI 201D TORCHDOWN UNDER S.G.D. SILL, PIERCE ONL`( BY SILL SCREWS PROVIDE SOLID BRACING BETWEEN TRUSSES FOR TOP PLATE ATTACHMENT UST. AT I6' O.C. U -4... `16' DE AST IbENGFL . BALCONY WALL STRUCTURAL DETAIL ••r __ .ill •- •• c p v • S BALCONY FLOOR JOIST DETAIL TYPI Bl T X 6' P.T. RIM JOIST ATTACH TO CONC. WAD 1/4' X 4' TAPCONS AT IT O.C. 'SMPSON' HU2( T X 6' RIM JOIST USE (3) 160 AT EACH STUD 'SIMPSON' HRJ2 FILL LL HOLES W/1 6' WOOD FRAME STUDS AT 16" O.C. "SIMPSON" FILL ALL HOLES 'SIMPSOW THIGQH3-SDS3' (4X12) ALL HOLES W/SDS-I/TX3 i X 6' P.T. AT CORNER WOOD BEAM CONNECTION WOOD BEAMS SEE ALSO 'WOOD TO CONCRETE WALL ATTACHMENT DETAIL' WOOD BEAM ATTACHMENT TQ WOOD FRAME AT BALCONY DETAIL VC DRAIN WHEAH WATER HEATER E AIR HANDLER DRAIN DETAIL (EACH) 2 STORY CONCRETE BLOCK WALL UP TO TOP OF 2N0 FLOOR BEAM CONCRETE BLOCK (TOP AT 108' 12' DEEP TOP CHORD Ek l ENG. FLOOR JOISTS AT I( BALCONY SIDE OF SEE FLOOR JOIST 16" DEEP FLOOR JOISTS LIVING AREA SIDE OF WALL SEE FLOOR JOIST PLAN KITCHEN DEL. T X S' P,T. RIM JOIST S.G.O. 2ND FLOOR BALCONY FLOOR FRAMING PLAN (SEE ACTUAL FLOOR JOIST PLAN BY TRUSS CO ) 3/4' PLYWOOD DECKING USE 8D RINGSHANC AT 8' CIO, IN FIELD E 4' O.C. AT EDGES/ T X 6' FLOOR JOISTS AT 16' O.C., USE 'SIMPSON' WJ26 JOIST HANGERS AT EA.END, FILL ALL HOLES W/IOD 'SIMPSON' HU26, SKEWED DEL 2' X 6' WOOD SIT W WOOD FRAME_,,-""` 2" X 6' RIM JOIST) STUDS AT 16' O.C. USE (3) 160 AT EACH STUD LOFT FLOOR JOIST FRAMING PLAN VOOD 'SOM HU26-2(SKEWED) LL HOLES W/IOD 6-6 CLEAR --UNDER LOFT AT BALCONY CRETE BLOCK WALL, AT 108' A.F.F. MODIFIED BITUMIMTORCH(DOWN) (OR EAUAU OVER 30' FELT OVER 3/4" CDX PLYWOOD OVER IT DEEP P.T. ENG, FL. JSTS AT 16' O.C. FINISH FLOOR AS CHOICE, DO NOT PENETRATE THE TORCHDOWN CONCRETE BEAM ABOVE GARAGE WALL,TOP AT 108' A.F.F. CONCRETE BLOCK WALLS BELOW "I,�AME WALLS ABOVE CONTINUE UPWARD TO 2ND FL. T,O.B, 2 STORY CONCRETE BLOCK WALL UP TO TOP OF 2ND FLOOR BEAM X 6" WOOD COLUMN SIMPSON" ABU46 ANCHOR BOLT AT BASE FILL ALL HOLES WAIO) SIMPSON' PC46 WOOD POST TO WOOD BEAM ATTACHEINT, FILL ALL HOLES W/IOD SEE ALL PAGES FOR STRUCTURAL DETAILS 140 M.P.H. WIND CODE APPLIES 5' X 5' X 1/4' ALUMINUM WELDED BASE PLATE W/3/W X 3' S.S. LAG - BOLTS INTO RIM JOISTS ADD BLOCKING AS NEEDED .75' SO. X ,0625 WELDED PICKETS 2'XI"XJ25 WELDED TOP BOTTOM RAIL 2° SQ. X .125 ALUM, POSTS (MAX) 117 ATTACH HANDRAIL TO CONCRETE W/910 X 2/1-4' TAPCONS (SIMPSOM HLJS26 FOR 5' X 5' X I/4" ALUXv11NlJM STINGER REST, NOTCH WELDED BASE PLATE TTINGER TO FIT WA14) W/3/8" X 3'16D IN POST AND (6)16D BOLTS INTO RIM JOISTS Z I IN STRINGER ADD BLOCKING AS NEEDED 2' X 8' PIT, LEDGER W/5/8' AS, AT 12' O.C. WIT MIN. EMBEDIMENT IN CONCRETE X12" P.T STRINGER ETE LANDI ;' CONGEALED FASTENERS 0, ALT�n�r ° A.4E Tr�� �'SFOI� IGILIiT OTHE (4) T RISERS T COrdTRAOTOR F THICKENED CONCRETE (3) IO TREADS OF REORD AT BASE OF STAIR WAI) #5 REAR STAIR DETAIL WITH ALUMINUM NAND RAID f (arew 1_4 3 NOTCH CONCRETE 3-1/7 X BEAM HEIGHT X 8' FOR BEAM ATTACHMENT, STRAP W/HETA 26 FILL ALL HOLES W/IOD THESE PLANS urj,'All. r ,-,'"..,I ARE SUBJECT ".:.d I."AY Sa NEC'* ::: ,. COMPLY WITH ALL APPLICAULa CUOV— NOTCH CONCRETE 3-1/7 X BEAM HEIGHT FOR BEAM ATTACHMENT, STRAP W/HETA20 (2) LONG SIDE( (D IN SHORT FILL ALL HOLES WBed 7 X IT P,T, / OD BEAM WOOD BEAM TO WOOD FRAME WALL • 0 7.j ! • • �• • .2' X 12' P.T, OD BEAM WOOD BEAM TO WOOD FRAME WALL WOOD FRAME_ `\ EXTERIOR WALL BEAM DETAIL AT BALCONY REF HERE COULUMS) CONTINUED UPWARD FROM CORNER OF GARAGE(CONT. LOAD PATH TO FOOTING) COLUIMMS) CONTINUED UPWARD MOM CORNER OF GARAGE(CONT, LOAD PATH TO FOOTING) 'SIMPSON' MT616 AT EA TRIAS. PU ALL HOLES WAOD C2Y7 X 6' TOP PLATE \2X6�STUDS S �4T 2a' = WITH ur DRYWALL BOTH SIDES COX PLYWOOD / TYPICAL. M16H ATTACH 7 X W BOTTOM PLATE TO TOP OP WALL WAIT DIA AH. AT 37 Or-E6'PROM EACH END m FALSE WALL DETAIL AT GARAGE 'SON" THGQH3-SDS3' (4XI2) ALL HOLES W/SDS-1/2"X3 TX6'P.T. IRMER X 6P.T. 000 WALL "SIMPSOM THGOH3-SDS3" (4XI2) FILL ALL HOLES W/SDS-I/2'X3 2' X 6' P.T. �RNER X 6 PIT. OOD WALL TRUSS HEEL PLUMB CANTILEVER 5•. 3 —1X2 GAP 12 3.5 1 17'-4 3/4" 11 12 TYPICAL OVERHANG / PITCH DETAIL 16 I 4x2 FLOOR SYSTEM SPACED 24" O.C. CBS WALL TYPICAL *BUILDER'S WARNING* * THIS IS A PLACEMENT PLAN FOR ENGINEERED * BRACING * SEE FINAL ENGINEERING SHEETS FOR THE * BACK CHARGES WILL NOT BE ACCEPTED COMPONENTS AS DEFINED BY WTCA 1-1995. 1.) FOR ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA, NUMBER OF GIRDER AND UNLESS OUR DESIGN DEPARTMENT APPROVES DIAPHRAGMS HAVE NOT BEEN ANALYZED BY ON THE BCSI—B1 SUMMARY SHEETS. TRUSS PLIES AND THE CONNECTION INFORMATION. THEM IN ADVANCE. EAST COAST TRUSS 2.) PERMANENT BRACING FOR THE STRUCTURE * OUR DESIGN DEPARTMENT MUST APPROVE * ALL HANGERS ARE SIMPSON STRONG —TIE * FOR ERECTION AND INSTALLATION OF TRUSSES IS THE RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES UNLESS OTHERWISE NOTED. INSTALL HANGERS FOLLOW INSTRUCTIONS ON THE BCSI-81 SUMMARY 3.) INSTALL WEB BRACING AS STATED ON SEALED IN ADVANCE. ACCORDING TO THE CURRENT SIMPSON STRONG CATALOG. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERED TRUSS DRAWINGS. —TIE -�� 4 LIVING ROOM #1 Lpr N, it 2 SOME FRAMING By BUILDER FLOC)R JOIST CONNECTOR SCHEDULE Moradi residence BRG POINT JOIST I.D. LOADS CONNECTOR MFG CONNECTOR QTY CONNECTOR TO USE CONNECTOR LOADS FASTENERS PER STRAP NOTES TO wood FL21 SIMPSON 1 EACH END MTS16 14 —10d x 1-1/2 TO WOOD BOTH ENDS TO wood FL 22 SIMPSON 1 MTS16 (14)-10d x 1-1/2 TO WOOD 1 END TOP CHORD BEARING 1 END TO wood FT 23 SIMPSON 1 MTS16 (14)-10d x 1-1/2 TO WOOD 1 END TOP CHORD BEARING 1 END TO wood FT 24 SIMPSON 1 MTS16 (14)-10d x 1-1/2 TO WOOD 1 END TOP CHORD BEARING 1 END TO wood FT 25 SIMPSON 1 MTS16 (14)-1Od x 1-1/2 TO WOOD 1 END TOP CHORD BEARING 1 END TO wood FT 26 SIMPSON 1 MTS16 (14)-10d x 1-1/2 TO WOOD 1 END TOP CHORD BEARING 1 END TO wood FL6 SIMPSON 1 MTS16 (14)-10d x 1-1/2 TO WOOD 1 END TOP CHORD BEARING 1 END TO wood FL7 SIMPSON 1 MTS16 (14)-1Od x 1-1/2 TO WOOD 1 END TOP CHORD BEARING 1 END ALL OTHERS TOP CHORD BEARING ON LEDGER Note: truss plan plan not shown as not relative to the purposes of these plans, see other pages and other details 11 SIGNATURE ACKNOWLEDGES: Having used the Truss Loads (Provided by the Truss Manufacturer) for Design of Pertinent Components. No Responsibility is Hereby Assumed for the Dimensioning, Detailing, Fabrication Nor Installation of This Truss System. APPROVED BY: JOHN H. CRESWELL, PE TITLE: ENGINEER OF RECORD APPROVAL DATE W s w 0 J I m 4 m I 2 up MTSI6 AT 1 6" MTSIE FGI 6 T-4j'� I EACH FL.JOIST TO FRAME A ac chase I I (14) IOD X 1-1/5 I � r` TYPICAL WOOD ENGINEERED FLOOR JOIST TYPICALFRAMED ( O FRAMED WALL SPACED 24" O.C. L� ENTRY I ATTACHMENT TO WOOD . I —7 16 I ENGINEERED FLOOR JOIST FG1 & FG2 ATTACHMENT TO WOOD BY SIGNING THIS LAYOUT, THE BUILDER HAS AGREED THE FOLLOWING ARE PER THIS LAYOUT: 1. 12" PLUMB CANTILEVER 2. Loft area FRAMED BY BUILDER. 3. MAIN STAIR. TREADS, RISER, ETC 4. BEARING WALLS 5. WALL HEIGHTS 6. ROOF PITCH REDUCED TO STAY MAX 21'-10" TOP OF TRUSS. LEAVING 2" ALLOWANCE FOR ROOFING MATERIAL ETC. FILE COP4 FLOORS AND LOWER ROOF TRUSS PLACEMENT PLAN 5265 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OMCE: (772)488-2480 FAS: (772)466-5336 CUSTOMER: MEL—RY JOB NAME: MORADI RES. ADDRESS: 257 S. Bluefish CITY/COUNTY: JENSEN BEACH/ST. LUCIE JOB#:22443 — FLOORS 22444 — ROOF MODEL: CUSTOM GARAGE — RIGHT 2076 SQ. FT. DATE: 06-01-11 In accordance with the Florida Administrative Code 61 G15S-31.003 (3) (c), FAST COAST TRUSS is the "Truss Design Engineer". Trusses are designed in accordance with the Florida Building Code 2007 approving this placement plon(s), a,g natured anywhere on heat the customer or his representative acknowledges that ilacement plan complies with the structural intent of the The customer also acknowledgges that this approval authorizes FAST COAST TRUSS to manufacWre these trusses and deliver them to the pro'ect indicated on this dmwing. The customer acknowledges that he/she accepts uncial responsible for any repair engineering and labor required due to errors other than those of FAST COAST TRUSS signed date DESIGN CRITERIA — MAIN WIND FORCE LOADING: METAL CODE: SCALE: 1 /4" = V-0" FBC 2ASCE 007 0 5SUPPLEMENi MEAN HEIGHT: 20'-0" IMPORTANCE FACTOR = 1 EXPOSURE CATEGORY = C MWF SPEED: 140 M.P.H. BUILDING TYPE: = ENCLOSED TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC LIVE: 20psf TC DEAD: 10psf TC DEAD: 15psf BC LIVE: OOpsf BC LIVE: OOpsf BC DEAD: 05psf BC DEAD: 05psf CUR FACTOR: 1.00 OUR FACTOR: 1.25 LOADS PER FBC & FRC NON —CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20psf NON —CONCURRENT BC MOVING LL 200# DEFINITIONS MWF = MAIN WIND FORCE C&C = COMPONENTS & CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD DL = DEAD LOAD # = POUNDS psf = POUNDS PER SQUARE FOOT HANGER SCHEDULE ALL 2x HANGERS HUS26 EXCEPT ARE SIMPSON AS NOTED ALL 4x HANGERS THA422 EXCEPT ARE SIMPSON AS NOTED UPLIFT MUST BY—PASS FLOOR TRUSSES UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY—PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 2x6 STRONG BACK BRACING, 10'-0" O.C., IS RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE. CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCSI-B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES REVISIONS DATE CHANGES: INITIAL z LL- V) W z LLJ V) V) LL_I O W O z IO n� 0 U Q O CL Q W CD 4- � O Uj N W O wQON ° (z�a U UVILL. O : f 0 ON a L0NT I Iqtt 1/ " if DESIGNED BY: YKW TRUSS HEEL 38 as T� I r PLUMB CANTILEVER 8 3 —�/2 GAP 12 3.51 I / —'+ J/ -i­ YPICAL OVERHANG / PITCH DETAIL 7- 1 6" 4x2 FLOOR SYSTEM SPACED 24" O.C. CBS WALL TYPICAL 17'-41" W - 4" W-41" 12 1 7„ I w 6 0 m 4 m 2 up I ac chase I 1. I I I I I I I o ENTRY I o I * THIS IS A PLACEMENT PLAN FOR ENGINEERED COMPONENTS AS DEFINED BY WTCA 1-1995. DIAPHRAGMS HAVE NOT BEEN ANALYZED BY EAST COAST TRUSS * FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW INSTRUCTIONS ON THE BCSI—B1 SUMMARY SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS *BUILDER'S WARNING* * BRACING * SEE FINAL ENGINEERING SHEETS FOR THE * BACK CHARGES WILL NOT BE ACCEPTED 1.) FOR ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA, NUMBER OF GIRDER AND UNLESS OUR DESIGN DEPARTMENT APPROVES ON THE BCSI—B1 SUMMARY SHEETS. TRUSS PLIES AND THE CONNECTION INFORMATION. THEM IN ADVANCE 2.) PERMANENT BRACING FOR THE STRUCTURE * OUR DESIGN DEPARTMENT MUST APPROVE * ALL HANGERS ARE SIMPSON STRONG —TIE IS THE RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES UNLESS OTHERWISE NOTED. INSTALL HANGERS 3.) INSTALL WEB BRACING AS STATED ON SEALED IN ADVANCE. ACCORDING TO THE CURRENT SIMPSON ENGINEERED TRUSS DRAWINGS. STRONG—T1E CATALOG. T UVING ROOM #1 UP --- 2-- SOME FRAMING By BUILI BY SIGNING THIS LAYOUT, THE BUILDER HA5 AGREED THE FOLLOWING ARE PER THIS LAYOUT: 1. 12" PLUMB CANTILEVER 2. Loft area FRAMED BY BUILDER. ___3. MAIN STAIR. TREADS, RISER, ETC 4. BEARING WALLS 5. WALL HEIGHTS 6. ROOF PITCH REDUCED TO STAY MAX 21'-10, TOP OF TRUSS. LEAVING 2" ALLOWANCE FOR ROOFING MATERIAL ETC. TRUSS CONNECTOR SCHEDULE Moradi Residence TRUSS CONNECTOR CONNECTOR CONNECTOR CONNECTOR FASTENERS BRG POINT TRUSS I.D. UPLIFT MFG QTY TO USE UPLIFT PER STRAP Truss to A01G 2121 S 2 HETA24 2500 12-16d Concrete Truss to < 1725 S 1 HETA20 1805 10-10d x 1-1/2 ConcretTruss to < 625 U 1 RT7A 650 10-8d x 1-1/2 Wood Connector Mfg U=USP, S=Simpson Note: floor joist plan not shown as not relative to the purposes of these plans, see other pages and other details SIGNATURE ACKNOWLEDGES: Having used the Trues Loads (Provided by the Truss Manufacturer) for Design of Pertinent Components. No Responsibility is Hereby Assumed for the Dimensioning, Detailing. Fabrication Nor Installation of This Trues System. APPROVED BY: .10HN N. CRESWELL, PE TITLE ENGINEER OF RECORD APPROVAL DATE: III 5265 ST. LUCIE BLVD. Fr. PIERCE FL. 34946 OFFICE:(772)466-2460 FI (772)466-5996 CUSTOMER: MEL—RY JOB NAME: MORADI RES. ADDRESS: 257 S. Bluefish CITY/COUNTY: JENSEN BEACH/ST. LUCIE JOB#:22443 — FLOORS 22444 — ROOF MODEL: CUSTOM GARAGE — RIGHT 2076 SQ. FT. DATE: 06-01-11 In accordance with the Florida Administrative Code 61 G15S-31.003 (3) (c), EAST COAST TRUSS is the truss Design Engineer". Trusses are designed in accordance with the Florida Building Code 2007 NOTE By approv ng this placement plan(s), aiyynatured anywhere on this sheet, the customer or his representative acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowlerges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the proect indicated on this drawing. The customer acknowledges that he/she accepts financial responsible for any repair engineering and labor rreeqquired due to errors other than those of FAST COAST TRUSS signed date DESIGN CRITERIA —MAIN WIND FORCE LOADING: METAL " CODE: FBC 2007 w/09 SUPPLEMENT SCALE: 1/4 — 1'-0 ASCE7-05 MEAN HEIGHT: 20'-0" IMPORTANCE FACTOR = 1 EXPOSURE CATEGORY = C MWF SPEED: 140 M.P.H. BUILDING TYPE: = ENCLOSED TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC LIVE: 20psf TC DEAD: 10psf TC DEAD: 15psf BC LIVE: OOpsf BC LIVE: OOpsf BC DEAD: 05psf BC DEAD: 05psf DUR FACTOR: 1.00 DUR FACTOR: 1.25 LOADS PER FBC & FRC NON —CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20psf NON —CONCURRENT BC MOVING LL 200# DEFINITIONS MWF = MAIN WIND FORCE C&C = COMPONENTS & CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD DL = DEAD LOAD # = POUNDS psf = POUNDS PER SQUARE FOOT HANGER SCHEDULE ALL 2x HANGERS ARE SIMPSON HUS26 EXCEPT AS NOTED ALL 4x HANGERS ARE SIMPSON THA422 EXCEPT AS NOTED UPLIFT MUST BY—PASS FLOOR TRUSSES UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY—PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 2x6 STRONG BACK BRACING, 10'-0" O.C., IS RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE. CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1 /2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCSI-B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES REVISIONS DATE CHANGES: INITIAL _J z 0 LLJ Q U V) W z LLJ W cn O f— U) D O z O 0 O U III CD 4— Q 0 U o_ C14 wQON w � o InZCO QD UNZ ILL. U O s U) U . = O'q(f)a L0 UPPER ROOF TRUSS PLACEMENT PLAN 1 /4" if plotted 2436) DESIGNED BY: YKW TRUSS HEEL 37„ T_ '-011 A�° PLUMB CANTILEVER 8 3 -/2 GAP 0 12 3.21 17'-4 3/4" 1 12 TYPICAL OVERHANG / PITCH DETAIL 1 6" 4x2 FLOOR SYSTEM SPACED 24" O.C. CBS WALL TYPICAL 17' - 4j" 8'-0" 16.7 8,_099 9' — 43" ac chase 9'-4 91 i 7�I LU 6 0 M m � 4 IM 7'-4lf up ENTRY Ia 0 I N n _...._"�_ W...n.w BY SIGNING THIS LAYOUT, THE BUILDER HAS _ *BUILDER'S WARNING* AGREED THE FOLLOWING ARE PER THIS LAYOUT: * THIS IS A PLACEMENT PLAN FOR ENGINES 'Y : 3Rh^� * SEE FINAL ENGINEERING SHEETS FOR THE * BACK CHARGES WILL NOT BE ACCEPTED n 1 2 PLUMB CANTILEVER COMPONENTS AS DEFINED BY WFCA 1—' 11`.. , + ! ON BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA, NUMBER OF GIRDER AND UNLESS OUR DESIGN DEPARTMENT APPROVES ---1 . DIAPHRAGMS HAVE NOT BEEN ANALYZEC E EAST COAST TRUSS 231--31 SUMMARY SHEETS. ^)'-' ERACING FOR THE STRUCTURE TRUSS PLIES AND THE CONNECTION INFORMATION. * OUR DESIGN DEPARTMENT MUST APPROVE THEM IN ADVANCE. * ALL HANGERS ARE SIMPSON STRONG —TIE ---2. Loft area FRAMED BY BUILDER. * FOR ERECTION AND INSTALLATION OF TRUSS r ONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES UNLESS OTHERWISE NOTED. INSTALL HANGERS MAIN STAIR. TREADS, RISER, ETC FOLLOW INSTRUCTIONS ON THE BCSi—B1 SUM A-Rv, �z .) �G`.....__, : I_S, 3RACING AS STATED ON SEALED ENGd9'ccTRUSS DRAWINGS. IN ADVANCE. ACCORDING TO THE CURRENT SIMPSON STRONG —TIE CATALOG. -- —3. BEARING WALLS SHEETS AND SEALED ENGINEERED TRUSS CRei1AGS ---4. 30'-91" --"" 5. WALL HEIGHTS 6. ROOF PITCH REDUCED TO STAY MAX 21'-10" TOP OF TRUSS. LEAVING 2" ALLOWANCE FOR ROOFING MATERIAL ETC. LIVING ROOM #1 °P I FRAMING By BUILDER 26$-51ff -- .. 4; ... 4 » 17'-9 g ff T� g1- -- y'- -» i f-Q 1 -- - f9 2 Cii IJ..I h,� 00 i_ALC NY LC)!. �g Li!' Al 66 A14 KITCHEN —II 'n I t, A13 _- — ------- --- X1 All 13'-11 if 3f_ ff 11'-•7f'g Ag n J�; Ab j � J LIVING ROOM #2 - - _ M. BED':. r - - A05- --- WIC - A04 9 i ---BAIR A03 i A02 ILec c iase, Ni - - - --. -=�F- A01 G Z 'fir. j";JGJE n n � -� -� h r- h f ff w19 + r- h T- 3 w w w T� .1 W vy S» n , ; ,` _.._.11" - ---- -{ i 28f-9ff 30' - 911" _ .._.._._ _.... ff 0 nog cIJ KITCHEN LOFT ABOVE W r 1 8'-1 OI 1 2 0� I i17 GARAGE FOR TRUSS PLACEMENT ONLY FIDE COPY FLOORS AND LOWER ROOF TRUSS PLACEMENT PLAN 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 CUSTOMER: MEL-RY JOB NAME: MORADI RES. ADDRESS: 257 S. Bluefish CITY/COUNTY: JENSEN BEACH/ST. LUCIE JOB#:22443 - FLOORS 22444 - ROOF MODEL: CUSTOM GARAGE - RIGHT 2076 SQ. FT. DATE: 06-01-1 1 In accordance with the Florida Administrative Code 61G15S-31.003 (3) (c), EAST COAST TRUSS is the 'Truss Design Engineer'. Trusses are designed in accordance with the Florida Building Code 2007 By approving this placement plan(s), siggnatured anywhere on this sheet, the customer or his representative acknowledges that this placement plan complies with the structural intent of the ! project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the ro'ect indicated on this drawing. The customer acknowledges that he/she accepts financial responsible for any repair engineering and labor required due to errors other than those of EAST COAST TRUSS signed date DESIGN CRITERIA - MAIN WIND FORCE LOADING: METAL CODE: FBC 2007 w/09 SUPPLEMENT SCALE: 1 /4" = 01-01, ASCE 7-05 MEAN HEIGHT: 2-0" IMPORTANCE FACTOR = 1 EXPOSURE CATEGORY = C MWF SPEED: 140 M.P.H. BUILDING TYPE: = ENCLOSED TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC LIVE: 20psf TC DEAD: 10psf TC DEAD: 15psf BC LIVE: OOpsf BC LIVE: OOpsf BC DEAD: 05psf BC DEAD: 05psf DUR FACTOR: 1.00 DUR FACTOR: 1.25 LOADS PER FBC & FRC NON -CONCURRENT BC LL 1 Opsf CONCURRENT BC STORAGE LL 20psf NON -CONCURRENT BC MOVING LL 200# DEFINITIONS MWF = MAIN WIND FORCE C&C = COMPONENTS & CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD DL = DEAD LOAD # = POUNDS psf = POUNDS PER SQUARE FOOT HANGER SCHEDULE ALL 2x HANGERS HUS26 EXCEPT ARE SIMPSON AS NOTED ALL 4x HANGERS THA422 EXCEPT ARE SIMPSON AS NOTED UPLIFT MUST BY-PASS FLOOR TRUSSES UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 2x6 STRONG HACK BRACING, 10'-0" O.C., 15 RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE. CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCSI-B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES REVISION ' DATE CHANGES: INITIAL LL W 0. Q v! W Z W v, W CD O W O Z W rf 0 �- UPPER ROOF TRUSS PLACEM-� NT PA -IA 1/4" if plotted 2436) DESIGNED BY: YKW/