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Home My WebLink AboutBuilding PlansDESIGN PARAMETERS AND ASSUMPTIONS USED: CODE: FBC-R 2010 4 ASCE 1-10 TYPE OF CONSTRUCTION: CBS FRAME * METAL BUILDING DESIGNED: E1NCL05ED * OPEN PARTIALLY ENCLOSED WIND SPEED (3 SECOND GUST): 150mph 16Omph — 165mph WIND EXPOSURE: G ADJUSTMENT FACTOR FOR EXPOSURE 4 HEIGHT: 1.2E INTERNAL PRESSURE COEFFICIENT •18 IMPORTANCE FACTOR: 1.0 BUILDING CLASSIFICATION: FBC TABLE 1604,5 ll MEAN ROOF RIGHT 131 ft OVERHANG 611 ROOF PITCH 5 /12 COMPONENTS 4 CLADDING WIND PRESSURES ON ROOF ZONE Ir25.1/-S2,6 2125-T/-515 3136sa145.pSIP COMPONENTS 4 CLADDING WIND PRESSURES ON WALL ZONE 4.412/-516 !1 3,2/-6-.IpSID COMPONENTS 4 CLADDING WIND PRESSURES ON GARAGE DOOR .53,8/59.3 PSF ROOF LOADS: LIVE ° / DEAD 1 (SHINGLE) (TILE) (MCTAL) FRAMED FLOOR LIVE LOAD 40 psf DEAD LOAD 15 pef SHEAR WALLS CONSIDERED FOR STRUCTURE: YES * NO CONTINUOUS LOAD PATH PROVIDED: YES * NO COMPONENT AND CLADDING DETAILS PROVIDED: YES * NO MINIMUM BOIL BEARING PRESSURE: Y500 PSF SHUTTERS: YES NO IMPACT RESISTANCE ASSEMBLY: YES * NO SUBJECT TO DAMAGE - WEATHERING: NEGLIGIBLE TERMITE: VERY HEAVY FLAME SPREAD CLASSIFICATION - WALL 4 CLG: 1200 FOAM PLASTICS: S15 SMOKE DEVELOPED CLASSIFICATION - WALL 4 CLG: 1450 FOAM PLASTICS: S450 SIMPSON MT812 • EACH RAFTEF 2X6 FASCIA W/ IX2 DRIP VENTED / VINYL SOFFIT DBL. 2X4 TOP PLATE SP4 a EACH STUD FIBERGLASS SHINGLES OVER 2 LAYERS OF TIN -TAGGED 30F FELT ON 1/2" COX SHEATHING 2X6 RAFTERS O.C. MAX. / -R-30 IN CLW 5/8" DRYWALL 6" DEL 2X8 SPF •% HEADER W/ W SIMPSON MSTAf2 STRAPS a EACH 9NO . • ALL OPENINGS 10" DRYWALL HARDIE SIDING OVER 1/2" COX SHEATHING 4 VAPOR BARRIOR STUDS o IS" O,O. MAX R-13 IN WALL5 2X6 FA501A W/ IX2 DRIP VENTED / VINYL SOFFIT PRODUCT APPROVAL 4 ATTACHMENTS PRODUCT MODEL " MANUFACT, GLASS PRODUCT DESIGN FLORDA PRODUCT DESCRIPT ATTACHMENT METHOD PRESSURE APPROVAL NUMBER WINDOW SH-TOO IMPACT PGT IMPACT •10 M WOOD SCREW 341" FROM CORNERS 4 13" OC, HEAD 4 5Iu a 6" D.C., 113" O.G.a JAMBS �/- 80,0 PSF FL2a9-RI3 RESISTANT WINDOW PW-T01 IMPACT PGT I"IPA(JT • WOOD SCREW 3#t" MOM CORNERS 113" O.G., HEAD 1 BLL a 6" O.C.. 113" O.C, a JgryBB SO,O PSF FL343-RS RESISTANT WINDOW A-T40 IMPACT PGT IMPACT •10 M WOOD SCREW 4" FROM CORNERS 110^ O.c. a HEAD 4 s1LL a 6' O.c., 110.6" D.C. e JAMES +10/-90 PSF FL,45-R8 RESISTANT SWING DOOR FD-101 PGT IMPACT •IO 89 WOOD L - 1 6 FROM CORNERS 1136" o.c„ HEaD 1 s1u . 13" o.c., . 13y" D.C. e Jades H- 15.0 PSF FLi53-R8 ROOF ASPHALT 4 FULL HEAD ROOFING NAILS ROOF SHINGLES GAP N/A PER SHINGLE STRIP F110124,1 VINYL N/A 114" FULL HEAD ROOFING NAILS °F" "J" +246 / -16 SOFFIT CERTAIN TEED WALL SIDE OR CHANNEL - 16" O.C. R_13389.1 SOFFIT SOFFIT END NAILING - 6" O.G. SIDING PLANKS JAMES N/A BLIND NAIL W/ II GA, I%" GALV, +/-48,9 FL3152 HARDIE ROOFING NAILS I6" O,C, MAX SCOPE OF WORK I, REPLACE ALL EXISTING WINDOWS 4 FRONT DOOR, 2. REPLACE EXISTING VINYL SIDING WITH HARIDIE SIDING 3. RENOVATIONS AT LIVING / PORCH AREAS, 4, NO MODIFICATIONS TO EXISTING PLUMBING 5, MODIFY ELECTRICAL PER PLANS TO ACGOMODATE NEW FLOOR PLAN 6, NO MODIFICATION TO EXISTING HVAC, GENERAL NOTES I, CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO 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 DIMEN5IONS ON THESE DRAWING TAKE PRECEDENCE OVER SCALED DIMENSIONS, 4, STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ARCHITECT AS CONSTRUCTION PROGRESSES, STRUCTURAL NOTES 1, DESIGN LOADS IN ACCORDANCE WITH FBC R CHAP, 3 2, ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 3. ALL STANDARD LUMBER SHALL BE SPF • 3, HF • 3 OF STUD GRADE W/ A MIN, Fb - 1200 PSI OR BETTER, 4, SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 5, UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE, 6, UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING IS TO BE NAILED WITH IOD OR BETTER NAILS 6" O.G, EDGES AND 8" O,C, FIELD, -I. UNLESS OTHERWISE NOTED PLYWOOD "ROOF SHEATHING IS TO BE NAILED WITH 8D RING -SHANK OR BETTER NAILS 6" O.C. EDGES AND FIELD. SIMPSON MT512 e EACH RAFTEF 4 JOIST b" FIBERGLASS SHINGLES OVER 2 LAYERS OF TIN -TAGGED 30= FELT ON V2" CDX SHEATHING 2X6 RAFTERS ®24O.C. MAX. 6 JOISTS PLYWOOb ° 24" Ac. . LxIST DBL 2X8 91-F n BEAM �SIMPSON H035 ATTACHED TO THREADED ROD W/ NUT 4 TO BEAM WITH (2) 5/0" DIA BOLTS W/ WASHER 4 NUT 6" PERMA-POST y" DIA. THREADED ROD THRU -PERFIA-POST TO ANCHORS AT TOP 4 BOTTOM SIMPSON HD35 ATTACHED TO THREADED ROD W/ NUT 4 TO -RIM JOIST WITH (2) 5/8" DIA BOLTS W/ WASHER / NUT NE\V 2x4 2x4 SILL PLATE M6TA12 m EACH STUD TO RIM JOIST 2X8 RIM JOIST 3/4" AG SHEATHING GLUED 4 BORBWED 6" O.O, W/ •10 SCREWS DBL 2X6 BEAM 5/4" PT DECKING SCREWED Lx151 TO IOT W/ (2) 3" DECKING SCREWS EACH JOIST 2X8 PT '2 FLOOR 2X6 PT -2 FLOOR JOISTS o I6" O.C, JOISTS - 16" O.C. MS1A11 o EACH STUD TO RIM JOIST�2\ \ R-19 IN FLOORS 2x4 KNEE WALL ALL WOOD BELOW W/ SP4e TOP 4 BOTTOM OF EACH SIMPSON 4X4 POST W/ 61MP50N AEU44 SIMPSON FLOOD PLANE STUD 4 in" X a" MT812 • EACH ANCHOR W/ 515" DIA ANCHOR BOLT MT512 - EACH TO BE PRESSURE WEDGE ANCHORS W/ FLOOR JOIST 4 12-16d NAILS AT BOTTOM 4 2SIMPSON FLOOR JOIST TREATED 3" WASHERS 4 NUTS MT612 STRAPS W/ ALL HOLES FILLED a 6" FROM CORNER$ W/ IOd NAILS TO BEAM AT TOP (TYP) 4 24" O.O. MAX. 4" CONC. SLAB EXIST, CONC. SLAB CLEAN, COMPACTED, POISONED FILL 1211W X IS"D MONO FTG. W/ (2) F5 RODS 1114tTi TYf= WALL SECTION SCALE: 3/4" = 1'-0" �� 1�. f:1 6a THESE PLANS HAVE LEN P2117Vj�Z�i ,IM FLORIDA UITH THpE co Yu+7 ea xt iw c b" 2x6 PT LEDGER. ATTAaF_0 TO LXISTINGRJI+_OIST \V/ 12D NAILS 0 X O.C. STAG( 412= D51- 2x6 SEAM THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS MIQUIRED BY FIELD INSPECTORS' THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICI COO€11, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 5TUD5 Q 16" O.C. I SIMPSON M57`412 AND 50TTOM TO TING \VALL (LEADER_ J-) \V/ ALL LOLLS LD \V/ NOD NAILS. V2" CDx SHEATHING MSu_AT10N ' VINYL SIDING OVLR 'LV LOUSE \\/RAP _I J( dUU�S ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COM CE REVIEWED BY DATE PLANS AND PER IT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE WINDOW FRAME -IN DETAIL CUT EXISTING BLAB 1 ADD NEW @" X 2" X 125CALL. C = f-O' CONC. FTG, PAD W/ (3) F5 RODS EACH WAY • EACH 4X4 POST (5 LOCATIONS) TYP PORCH SECTION SCALE: 3/4" - IITO" FRONT ELEVATION SCALE114" = f-O' / UILD-U"5 P EXISTING PORCLI FLOOIz TO FINISLLD FLOOP- ELEVATION \V/ PLY\V00B \V/ MP ON 26 NG ® 4X4 PO.5T \V/ SMPSON 45U44 LED SIMP 0 512 ANCLOR \V/ 5/8" DIA ANCLIOR BOLT ®5 M A LI LS 8 12-16D NAILS AT 50TTOM 8 2-.51MP-SON FILL \V NOD IL-5 MT512 STRAPS \V/ ALL LOLLS FILLED r�\V/ NOD NAILS TO SEAM AT TOP (TYP) FLOOR FRAMING PLAN SCALL- 1/4" = f-O" POCKT-T SEAM INTO I LXI5TING \VALL 8 ADD -AAMPWN MSTA12 STQAP \V/ ALL LOLLS FILLED V/ NOD NAILS 4 0 �D51- 2X8 SLAM PEI2-MA-POST \V/ METAL FASTING- PLATES 0 TOP 8 50TTOM 2x4 5TUD5 0 16" O.C. ATTAcltl) TO RAFTERS 8 JOIST \VIT11 (2) 12D NAILS 8 V2" COX SLLATLING 0 GASLL END ROOF FRAMING PLAN � I SCALE' I/4" = f-O' 3/411 WOOD TREAD (MIN) 3ro" TALL HANDRAIL W/ INTERMEDIATE RAILS ( MAX OPENINGS BETWEEN RAILS TO BE LESS THAN 4") 3/4" WOOD RISER (MIN) 1" NOS1 Cs (MAX) (3) 2XI2 STRINGER 111 STEP/,�f,4NDlF'.4/L ,D�T,4/L 314" 6CALE ANCHOR STRINGERS TO RIM JOIST W/ SIMPSON A34 6 EACH STRINGER ATTACH SAFETY RAILS TO STRINGER W/ (2) 010 WOOD SCREWS ATTACH HAND RAIL TO SAFETY RAILS W/ (I) 010 WOOD SCREW CRA\VL ; ACCLS-S LNDLR \VI REVISIONS LUI PERMIT 05/12/14 Q= STEPS 01/28/15 PLAN REVIEW 02/I5/15 PLAN REVIEW 04/01/15 O 0 (-6 p DRAWN: REM DATE: 04/21/14 LO CHECKED: RF JOB#: 14011 SHEET 1