Loading...
HomeMy WebLinkAboutSouthern Oak Estate - 96060152XVOG COUNTY DEPARTMENT OF COMMUNRY DEVELOPMENT • 2300 VIRGINIA AVENUE, ROOM 201 FT. PIERCE, FL. 34982-5652 407-462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design architect or engineer.' This Certification must be submitted with all applications for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. 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 LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN .PARAMETERS AND ASSUMPTIONS USED: (please check or conyWe the aaarooriate box) 1. BUILDING CODE EDITION USED "AM 1* SBCCI ASCE 7-W OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK orb ENCLOSED �� PARTIALLY ENCLOSED OPEN BUILDING 3. ' BUILDING HEIGHT: FT 4. WIND SPEED USED IN BUILDING DESIGN: l / 0 MPH 5. WIND EXPOSURE CLASSIFICATION ( agat To oTosLFtE TABLES IN BUILDING CODE MBMRED IN LIME 61): �0 45T,g L 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR' FACES OF STRUCTURE 2 PSF 7.. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 'J �;; PSF . 8. IMPORTANCEIUSE FACTOR (OBTAIN FROM BURRING COW: �} � 9. LOADS: FLOOR PSF ROOF/DEAD: / % PSF ROOF/LIVE: 3 O PSF 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ow) YES NO ' If NO, why? (attach explanation) 11. !S A CONTINUOUS LOAD PATH PROVIDED (CHECK oW YES l� NO If NO, - (attach explanation) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED Pc-c C ow YES NO explanation) If NO, why? (attach 13. MINIMUM SOIL BEARING PRESSURE /mod PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLU oHa57HS� CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BEL>., NAME: �I/NLTEie f� A� P/ N/� CERTIFICATION NO: 4&& 3 6 ' t:� '`�\�,�: �� i E El DESIGN FIRM: IS... �H�R4`•�� Svsys:os N&=sl p`1 3 LoT /? 1 (v+c� �7 e zif 0 ' �a.y W ' pp I, i � ti �7•s " . P�l�c.Mf o O o ems„L/ LT9 e , 1\. I �c - � o• p - *o c h � c �. ... 'a, L, i {v tn 5 ts d t I &W. a 7' ®30. y/ ej WSW far /9 _ (VA 'r ✓X X � DATUM OF ELEVATIONS SHOWN IS ,�C ✓A //a f/Q AND IS SHOWN �- IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SETBACKS PROPOSED AND EXISTING UTILITIES, AND ALL PROPOSED IMPROVEMENTS SHOWN HEREON PRIOR TO CONSTRUCTION..�I�!` LAID / . /tS• SIG Anf • AND FIELDWtK1ED W UNE 7FtBASIS Or y OE/{EPOiQD /OC T. ABRENIIATIONS rA . FOUND E • EDDE OF ►A�iT ;Cl RADIAL - //-� OWEREAD UTILITY CALCULATED 0 VAL WAVER METER ROU�UEIT-�OFOaEB,�WTICN ® � PEDESTAL uMEADAfYF 10. - SAYE UTE DISH . OONUIEIE wQNUm NT CENTERLINE Lr.Q PRON PIPE AM CAP LRA . am ROD me CAP P.G . POINT OF oURVARR£ . P.T. . PONT Or TAmCEmCy ►JR.Q . PONT OF REKRSE CURVATURE ►.C.Q . POW or COMPOUND CURVATRE 04U.L - ORNNAOE AND/OR UTILITY EASEMENT AILEN L KOC DOES NOT DUAUNTEE OR ASSUME ANY UABIITY rOR ANY EASEMENT, R,CNT-ZT-AV, K'fYAOCS. RE�VATIdL R£fifOC7101L OR 9URAL YA171As NOT 110FN M RDERRED TO dl 11E MAT, OR PHYSICALLY MSBLl ON sm TINS SR,LY •AS PREPARED MTNOUT mmir OF ABSTRACT TIRE. AHD ALL MATTERS OF TITLE SHOILD RE ROIRMO TO AN ATTORNEY. THIS SULKY IS NOT VMA WAiss IT Is LFRNTEO RLTN AN EUBOSSED SEAL dARS OC-AL AREAS. WTLANDS. AND UNDERGROUND UTUTIM f ANY HAK NOT KIDI LOCATED. OrHM THAN S MOWN. THIS ELRKY FS FOR THE USE OF THE PARTIES SKC )CIA LY CEROFLFD TO NEEON. AM NO OTIORS AIX70RONM0 TO TIME FEDERAL INEROENLY MANAGEMENT A5500AOCM5 L FLOOD NSURANCE RATE TILL ►R pFNTY U[S N ZOE OONARRTY PANEL • DAIED Q / RASE CUMATION BOUNDARY SURVEY '.ERTIFIED T©: 41in f J. ['LAWc STEa.�Pr riTlE of ST.' tunic c'ed-4 rf SURVEYOR'S CERTIFICATE I HEREBY CERTIFY TO THE BEST OF MY. BELIEF THAT THIS SURVEY IS TRUE AND ACCURATE, AND THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYING AS PER CHAPTER 61G17--6 OF THE F.A.C. SUBJECT TO ALL MOTES AND .NOTATIOIJS SHOWN HEREON. ALLEN E. BECK P.L.-S. #3690 DATE I LEGAL DEI SCRIPTION LOT i8 BLOCK , 0FAAA 5 r AZrAwIll Sdor,PF,& oAK F6rAre-6 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 33AT PAGE/2 , , OF THE PUBLIC RECORDS OF Or. LGCl-9-- COUNTY, IQgVZSiOxs ALLEN E. 'BECK PROFESSIONAL LAND SURVEYORS 608 S.W. BAYSHORE BLVD. PORT .ST. LUCIE, FLORIDA 349R3. (407) 340-1432 SCALE = -'?M?' JOB NO-2 F.B. S4 y8 PAGE f- - - - - r- - - - - - - - - - - - - - - - - - - - I 1 ) I I I ' I S 1 ' I ll`P+isa I I 1 I i b• g4r�tvQ- I I P� • Qt Q-�l V ' Q OJT I ) 0Sp PQp v� I I SAP �fv .� rQP I I p • 2` .� I I o V + p QO � I N I k b I ' I I 4 ' I I I I I ' I I ' I I ' I � ' I I i 1 I ' i I I 1 L- - - - - - - - - - - - - - - - - - - - - - - - FIBERGLASS SHINGLES OVER 150 FELT PAPER OVER 1/2' COX (4) PLY NAILING PER STRUCTURAL NOTES. WITH TECO CLIPS DRIP EDGE 2x4 SUB 1 x 6 MASON FASCIA ALUMINUM SOFFIT POST CAP ANCHOR (SEE CONNECTOR NOTES) 4x4 P.T. POST 5'-0' I_ 15'-0' FOUNDATION =• n- a SH- 23 A FOR A/G r m 1 cn �\ GARAGE ` o FLAT 8' - CONIC.. f h ), It a. '♦ 1 N ' PRE -WIRE H DOOR OPENER f t m (n u 14'-4' i � I T i ®/ O � i OT l 9•-0• x 7•-0" GARAGE DOOR 3'-0' 9'-O' I 3'-n PLAN FLOOR SCALE = 1/4' 1 1'-0' ENGINEERED ROOF TRUSSES 24' D.C. (47a LOADING) (SEE ELEVATION FOR PITCH) 1/2' EXTERIOR CDX PLYWOOD HURRICANE STRAP EACH TRUSS PER ENGINEER SPEC. SEE CONNECTOR SCHEDULE DOUBLE 2x12 HEM FIR *2 - WITH I/2' SPACER MIN. IF NO ENG. BEAM REDD AT OPENINGS PLAN SCALE = 1/4' 1 1'-0' 5ECURE TOP V/(t) WTA It INSTALL (n EACH SIDE ATTACH T/ (10) lOJ ;BAILS EOUALY SPACIV 5EGURE OOTTOM V/(114DU 44 INSTALL T/ 3/6' VIA DOLT IMIN) 4' EMDEVMEJT ATTACH V/ (10) IN WA11,5 EQUALY 5PAGED TO COLUMN X$w.., NJ7 oJl uT rIBERi.ASS CJ! SHINL.ES e ................ CJ1 ENDS "A" �T T-ZT-T-T-T-T-T i-7 11ei=0011 1� LNEI CONNECTOR SCHEDULE STRUCTRAL MEMBER UPLIFT LOADS CONNECTOR TYPE QUANTITY ANCHOR TYPE AND QUANTITY CHECK OFF it 4779�� r /-I-/ud Z _. 36 Sa0 W 4M ISr I /off s' HJ7 (TYP) A-B= 540 T C S ONE C= 1080 S-MTSA18 TWO HJ5 (TYP) A-B= 460 T C S ONE C= 920 S-MSTA18 ONE HJ3 (TYP) A-B= 200 16d NAILS THREE C= 250 S-MSTA18 ONE EJ7 (TYP) A-B= 200 16d NAILS THREE C= 250 S-MSTA18 ONE EJ5-CJ5-CJ3 A-B= 200 16d NAILS THREE CJI (TYP) C= 200 ' 1 ONE SEE ENG DWG (10)-IOD NAILS PER STRAP SEE ENG DVG (141-10D NAILS TOENAIL (8)-10D NAILS TOE NAIL (8)-IOD NAILS TOE NAIL ( SEE BELOW) I GENERAL NOTES t 1. Construction shall follow 'Standard Building Code' as adopted by the county and as applicable to the area In which the I building is to be constructed with all applicable amendments. 2. The contractor, Subcontractor. Suppller. etc. shall verify all dimensions, conditions at lobsite, plans. speclflcatlons.etc. 1 3. ALL written dimensions on these drawings take precedence over 4. scaled dimensions. Structural features not detailed on these plans will be adressed by the Engineer as construction progresses. STRUCTURAL NOTES I ' 1. Design Loadst - Roof ( DL + LL 1 = 47 PSF Wind Velocity - 110 MPH supporting structure = 120 MPH roof system Truss Mean Height - 15 ft. above grade 2. Soli bearing capacity 1 2500 PSF 1 T I 3. All structural concrete and rout shall have a minimum compressive strength of 3000 PSI at 2P8 days. - - - - - - - - - 4. Slab / Footings to be concrete with minimum 2500 PSI compressive 5'-0' 15'- 0' strength at 28 days. See plans for size and steel requirements. 20'-0' 5. Minimum concrete protection For reinforcing bars - Footings - 3' Beams - 1-1/2' Suspended Slabs - 1' .. ENDS 11 B " 6. 7. Lap all reinforcing steel a minimum of 30 bar diameters. ALI standard lumber shall be SPF x3. HF 03• Stud Grade with a minimum Fb - 1260 psi. or better. FRAMING PLAN S. All Lumber in contact with concrete or masonry shall be pressure treated, SCALE = 1/4' 1 V-0' 9. Splitting or cracking of structural components due to Installation of hardware is not permitted LEFT ELEVATION REAR ELEVATION RIGHT E_EVAT10N SCALE • 1/6' , I'-0' SCALE • )/e' , r-0' SCALE I/e' i 110' POST BASE ANCHOR I (SEE CONNECTOR NOTES) a0 • \ ,, 6x6 010 V.V.M. OR FIBERMIX VISOUEEN VAPOR BARRIER 18 ' 8 ' COMPACTED POISONED SOIL (2) *5 REBAR ON CHAIRS TYPICAL PORCH SECTION SCALE, 1/2' - 1.0' FIBERGLASS SHINGLES FRONT ELEVATION SCALE = 1/4' 1 1'-0' 10. Unless otherwise noted. the installation of specified hardware shall conform to manufactures installation Instructions and standard practice. _' yi, cers. -nd. beans snau have vernic-, supports Q.e.nt to s1P❑R Ort .cads -nd shall be Droerly A ,'a' anhored For uplift as will be noted. Unless otherwise noted for Frame construction, provide an equal y number of vertical studs as piles of the bearing member when the bearing member Is two or more plies. 12. Roof sheathing to be nailed with 10d Gun or Bd Galy, nails or 8d Screw nails or equal 6' o.c, E+F In zones 16 2• and 4' o.c. E+F in zone 3. B C TYPICAL JACK 13. Unless otherwise noted for exterior walls, plywood sheathing and interior drywall is to be nailed with LOCI or better nails DEANN6 LOGATION5 at 6' o.c, edges, 8'0.c. Field. or screwed with drywall screws 1.5 inches long and 0,131 inches diameter. 14. Attach window bucks with (3) 3/15 ' by 3 1/4 ' 2 1/4' embedment tag screws equally speed. Attach garage door bucks with lag screws same as windows except space at 18' o.e. (typ). 15. For ridge vent installations block with 2 x 4 •2 hf or better between t,P chords of trusses along the edge of the PV directly below the vent. except space at to' O.C. Ityp). 16. For Frame segment to masonry segment connections use P.T. vertical secured to masonry with 3/16' diameter 6y 2 1/2' embedment lag screws l at each end and 18' o.c, thereafter. FIBERGLASS SHINGLES •1 TRUSS CONNECTIONS i OVER 15w FELT PAPER Non CJ• or EJ• trusses - OVER 1/2' CDX (4) PLY ENGINEERED ROOF TRUSSES NAILING PER 24' O.C. (47s LOADING) To Wood i S-MSTA18 V/ 14- 10d NAILS STRUCTURAL NOTES. (SEE ELEVATION FOR PITCH) WITH TECO CLIPS To Masonry I S-ETA20 V/ 8- LOCI NAILS DRIP EDGE CJ• or EJ• trusses - 2x4 SUB To Vood i S-MSTA18 V/ 8- 10d NAILS 1 x 6 MASONITE To Masonry i S-ETA20 V/ 4- 10d NAILS FASCIA I/2' DRYVALL ALUMINUM 02 POST CONNECTIONS I SOFFIT HURRICANE STRAP EACH TRUSS PER ENGINEER SPEC. Base S-ABU44 W/ 5/8' Dla. bolt SEE CONNECTOR SCHEDULE w/ 6' embedment min, and 12- 16d nails HARDt-PLANK DOUBLE 2x12 HEM FIR •2 SIDING VITH 1/2' SPACERS MIN. IF NO ENG. BEAM REDD AT OPENINGS •3 HEADER CONNECTIONS (as appropriate)I I/2' CDX EXTERIOR YP PLYWOOD (TYP) To Wood Hdrs (t ) I 2-S-MSTA18 each end 1/2' DRYWALL w/ 14-10d nails per strap. UDN 2 x 4 STUD WALL To Masonry l 2-S-ETA20 each end AT 16' D.C. (MAX)---------.R- 11 INSULATION w/ 8-I0d nails per strap LION 2 x 4 P.T, PLATE HUGHES TP-4X STRAP AT 16 ' O.C. • UON - Unless otherwise noted on floor plan. SILL PLATE ANCHOR TOP AND BOTTOM • Use 1-1/2' 10d Nails 1/2' x 6' f EXPANSION BOLTS 1 NAILED V/ B-10d NAILS • equal number of nulls each end of MSTA18 as applicable. 4' EMBEDMENT AT 32' D.C. MAX. BASEBOARD T.E. = Truss engineering. P.M. - Per manufacture. T.C.S. - Truss company supplied. + NO spitting or cracking due to nnlltng permited. a • H - HUGHES S = SIMPSON r 410 V.V.M. Or equal hardware permitted throughout. OR FIBERMESH 200 lb minimum load applied, See layout and figures for bearing locattons. VISDUEEN VAPOR BARRIER • Attach valleys and piggy backs per truss co. d s POISONED COMPACTED SOIL ' Engineered beams to be secured at each (2) 05 REBAR ON CHAIRS with approved c�BUILDINGDING M, DIVI ION REVIEW FOR COMPLI CE TYPICAL WALL SECTION C ' Na 46635 SCALE: 1/2' 1'D' REVIEWEC)BY' 7 �% 51-iM7HIP9A 9122 5. FED HWY *164 PORT 5T. LUGIE, FL. 340152 (407) 335-0373 '1. W n o o n n •tu Z LL O 0 C W "- W w d y � Z � o n < (� W m W J � J � o a Z o a ` O 0 0 M o � W 0 O N Q :t } II 11 W 4 o ro a � ea ao U. yt�el—S�v-7S W ;21 Q d LLJ Q h O Q VQ O LU 0� LU T_ v ~ C7 W 2 amp • DATE-•. STAT OP 1 Or 1 LANSAND PEA IT c MUTBE EP70N18OR DETACHED GARAGE N6 INBPE VVIL 8E MADE �t�"`'--����'