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HomeMy WebLinkAbout215 W 18 St Site plany S`iffDrrnorde r5„I»�•n�3, ;77arldr, 8,i71li , -- -- J--C—EWAAL5T \p�0m9 �ry . co.00• f�° _._. _.� . x-14" U - -_ Qt' f2. e V \ v• o R Copt. BLK. W, a.95' r 2D,o' N 27,1 7.41' N AM N -.� CfPY of SANFORD - BUIiLMP "LArI (1EVIE�d PLA%]t]!t!f t' FVELD! i�ls'Fw, r'RYICFS P 'V h � ; !n =t N X20 tx,'ST 1J�YN!A Ronald 11. Wilson, P.E. 89710 466 Weathersfield Avenue 7S'TLZ P L Iq h( Altamonte Springs, Fla. 32714 E mail - r L %v e n g r p, centurylinkmvt 407-6824052 JUfd'-7 1 2011 A. p NAILING PATI'L'RN 11NIMUM NAIL SPACING PNUEMATIC NAILS -4 HIP END ROOF EDGE AREA EDGE FIELD EDGE FIELD ZONE 1 6" 8" 6 6" ZONE 20EDGE) 4" O 6" 6" 1-------------1 8 51 ZONE 3 4" 6" i3 6 GABLE TRUSS 4" O.C. 3 4" O.C. II II U U TOO 0 II II II II O II II II III 1 20, Simi GABLE END Y I I -------- MT' ROOF EDGE-- II II filled solid w/ 2500 psi cone. O y II II II II O II II RIDGE II II 10'-0" I I O II u II I I �1 O — — — — — — — — — — — — — { II �I I O 13 Z(D Lam3 A. p NAILING PATI'L'RN 11NIMUM NAIL SPACING PNUEMATIC NAILS -4 SSTD 10-93 8d COMMON HAND NAILED AREA EDGE FIELD EDGE FIELD ZONE 1 6" 8" 6 6" ZONE 20EDGE) 4" 6" 6" 6" ZONE 20RIDGE 6 8 51 ZONE 3 4" 6" i3 6 GABLE TRUSS 4" O.C. 3 4" O.C. SHEATHING: 1/2" CDX PLYWOOD OR 9/16" OS3 g, MINIMUM NAIL SIZE: 8d RINGSHANK MINIMUM SHANK DIAMETER - .099 MINIMUM SHANK LENGTH - 2 1/4" MINIMUM HEAD DIAMETER - 15/64" ROOF SFTEATFTING TRIJSS NOTES BUILDER TO CONFIRM TRUSS GIRDER LOCATIONS ON TRUSS LAYOUT AND PLACE VERTICAL N 5 REBAR AT ALL TRUSS GIRDER BEARING POINTS NOTE1 USE OR BEARING WALLS AS REQUIRED BY TRUSS ENGINEER, IF NOT REQUIRED ON TRUSS DRAWINGS IGNORE, NOTE, VERIFY LOCATION OF FIXTURES WITH LOCATION ON FLOOR PLAN BEFORE LOCATING ON SITE, IF ANY VERTICAL REBAR DIMENSION IS Nor SHOWN ON FOUNDATION PLAN, SPACE MAX B'-0' BETWEEN NOTE, IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS BEFORE BEGINNING CONSTRUCTION AND REPORT ANY DISCREPANCIES TO HDA HOME DESIGN ASSOCIATES MAY DELIVER AND RETRIEVE TRUSS DATA WITH TRUSS COMPANY NUT R.H, WILSON IS RESPONSIBLE FOR ACCURACY OF TRUSS DESIGN Simpson MTS 12 CABLE END SHEATHING SHEATHING: 1/2" DXOPLBYWOOD -4 CCOR OR 1/2". T-111 NAILING SCHEDULE: Ring 6" OC ON EDGE Shank II 8d COM. 6" OC INTERIOR 10'-U II II II f Ib -4 to Gable End 1 ° al Pill LI II r 1� 10'-0" 10'-U II II II II II II II 2 II 3 II II II II U U U II II II II II II V II II II III 1 20, Simi I IIL� Y I I MT' I I II II II II filled solid w/ 2500 psi cone. y II II II II II II �I II II II II II II 10'-0" I I II u II I I �1 Gable End" II ROOF PLAN IRUCNRAL SHEATHING NAILED WITH fid COMMONS 0 6' U.C. ON EDGE & IN,HELD WOOD TRUSSES COVERED WITH 151 FELT ped ,+ 2:4" O.C.'s X' BRACING ®fi' O.C.'s _Ix Facia Hoard L----112' DRYWALL CENNG (Ion -sag) APPOED DIRECT TO TRUSSES Furring Strip and 1/2" Drywall 20 LATERAL BRACE RAT RUN. RUN (4) FULL BAYS 0 6'4 O.C. 0 EA. STRAP LOCATION NAILED 'W/ (2)16d COMMONS 0 EA. TRUSS MASONRY WALL See Truss Package GABLE END CONSTRUCTION 2' OVERHANG Gable End / -1/2" SIRUCIURAL SHEATHING NAILED WITH 8d COMMONS 0 6' O.C. ON EDGE & IN FIELD COVERED WITH 15f FELT —1/2" Ply. Nailed as Shear Wall - See detail 158 Felt Paper - Metal Screening and Ceirmitatious Siding RATED STRAP 0 6'-0' O.C. —NAILED TO LATERAL BRACE RAT RUN Simpson IIETAI6 © 48" O.C.'s \_6" Melul Peel and Stick Flashing at scam behreea blk. and wood BOND BEAM W/ (1) y5 REBAR CONCRETE MIN.3000 PSI. 19 11 son 12 I 1 I , •,.• , IT . N3 Rear Elevation ---------- -- --- -----IMM -- mmmmm ------j=-=---ss==r=-== -�==c. INIM == ==-1. Y 3 3 II II II al I 3 II r 1� 10'-0" 10'-U 1/4" > II 2 II 3 U U U U II U II II V Right Elevation M IN - - -----'1'1t ''1'1-�' '1'�i-- -ssas===s==== = E =r= � = r -------- ------ --- -- --- - - 3 II 3 II II II o v I II r 1� 10'-0" 10'-U 1/4" II a 3 II � a U U U 0 V II 0 V II II 0 0 U Left Elevation II II II II II II II II o v I II r 1� 10'-0" 10'-U 1/4" II II � a II II CI II II II II . 1 2 Denotes 16" Conc. Blk. Column w/ 4 - #5 Rebar from Footer to Lintel and all cells filled solid w/ 2500 psi cone. y II II II II f I I 101-01, 10'-0" I I �1 II II II t11 II Ih • II �I I FLOOR PLAN 16"-1 rrfi-ir T IIII II I I III I I I III/I I�Rebar Tics (typ•) I-} II- NII- I IIII I I II IIII II III III—i-i—Cells Filled Solid w/ 2,500 psi Concrete }-�-} See Floor and Foundation Plan for Spacing IIOv25" I-1 Mi— Overlap rlap IIII III I 45 Rebar from Footer to Lintel I I F{ Jill, I III I I III I I 2,500 psi Conc. w/ 6x6 10/10wwm or Optional 3,000 psi Fibermesh Concrete Front Elevation Grade -,t4 - °. II a 6 Mil. Visqueen Vapor Barrior 2 " ; i� ° i d / Clean, Conpacted,'fermite'freated Fill d d Rebar' Book Concrete and Foundatioii Notes: 16" 6"- 2 - #5 Rebar Continuous 1. 4" Concrete Slab, 2,500 psi with 6x6 10/10 WWIM over 6 Mil, Visqueen Vapor Barrior in. 3" Cover over Clean, Compacted, Termite Treated Fill or Optional 3,000 psi Fibermesh Concrete Single Story Mono -Block may be used either with Wire Mesh or instead of Wire Mesh. 2. Stemwall Footings: a. 8" x 16" 2,500 psi Concrete is required for Single Story w/ 2 Continuous 95 Rebar and 12" x 20" 2,500 psi Concrete is Required for Two Story w/ 3 Continuous #5 Rebar: b, All Concrete is to be a minimum of 2,500 psi at 28 days, Bearing on Solid Virgin Soil or to be placed on Soils Compacted to 98% Min. Density. 3, Monolithic Footings: a. 20" x l6" 2,500 psi Concrete is required for Single Story w/ 2 continuous 95 Rebar and 20" x 20" 2,500 psi Concrete is required for'rwo Story w/ 3 continuous 45 Rebar: b. All Concrete is to be 2,500 psi at 28 Days on Virgin Soils or on Soils Compacted to 98% Min. 2,500 psi Concrete Density. Grade Varies vv/ 6x6 l0/l0 W WM 4, Where shown, Cores of Concrete Block are to be filled w/ 2,500 psi Concreteand l - 95 Rebar from Footer to Lintel. — — — — — 5. Reinforcing Steel shall be ASTM -615 Grade 40, Deformed New Billet Steel conforming to AC130, 8" AC1315, AC1318 and CRSIManual of Standard Practices Latest Edition. Ilii___ 6. All Continuous Vertiole and Florizontal Reinforoing Steel in Footings, Beams and Columns shall bel - Cont. #4 Rebar Lap Spliced a Min. of 25". ~$ J 7. Concrete Cover of 1 einl'orcing Steel shall be a Min. off'. 8. Concrete M asonary Units shall be ASTM C90 - 75 Hollow Load Bearing Concrete Masonary Units Type 1, Grade N1, Normal Weight. Thickened Edge n.t. S. 9. Mortar shall Conform to ASTM C270 and be of Type "N" N.T.S. It is the responsibility of the Contractor and Sub -Contractors to Insure that all City, County and or State Requirements/Codes/Specifications are met and His/Her Responsibility to check with the above noted Agencies if questions should arise. ..I-- ---------------------- — O 4" - 2500 psi Conc. w/ 6x6 10/10 W WM Over 6 mil. visqueen and clean, compacted termite treated till. Optional 3,000 psi fibermesh cone. may be used: 1/4" I I I I 10'-0" I I i O I FOUNDATION PLAN Missing Footer Dowel Repair: Drill footing w/ 3/4" Concrete Bit for 5" Depth into Concrete Use Approved Epoxy to fill hole, Insert #5 Rebar into Epoxied Hole and Allow to Dry per Manufacturer Specs, Lap rebar extension a Min. of 25" to extend into Lintel. 1: ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY OF THESE CONSTRUCTION DRAWINGS,MISTAKES DO OCCUR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND DETAILS BEFORE CONSTRUCTION COMMENCES ALTHOUGH GREAT CARE HAS BEEN TAKEN TO 3: DUE TO SHRINKAGE AND EXPANSION OF PAN COPIES,WRITTEN DIMENSIONS TAKE PRECENDENCE OVER SCALING. INSURE ACCURACY, MISTAKES CAN OCCUR, 5: ENGINEERS CERTIFICATE OF THE CONSTRUCTION DRAWINGS ARE VIABLE FOR 6 MONTHS OR UNTIL GOVERNING AGENCY CODE CHANGES TAKE EFFECT. IF CODE CHANGES TAKE EFECT IT IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO ENSURE THAT ALL IT IS THE BUILDER'S RESPONSIBILITY TO CONSTRUCTION DRAWINGS ARE BROUGHT UP TO THE LATEST CODE SPECIFICATIONS BEFORE SUBMITTING FOR PERMIT. IF PLANS ARE SUBMITTED FOR PERMIT, BEFORE CHANGES HAVE BEEN MADE DUE TO CODE UPDATES, R IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR VERIFY ALL DIMENSIONS AND DETAILS AND TO COMPENSATE THE DESIGNER AND ENGINEER FOR UPDATES,PRINTING AND CERTIFICATIONS. REPORT ANY DISCREPANCIES TO R,H, Wilson BEFORE BEGINNING CONSTRUCTION. ph. 407-682-4052 .Drnmre GW W ,`Aa4c 05272011 466 ` J"title of Page: r m4lson fx. 407-682-3841 �lVerdher3flelrl✓fveTu�e CARPORTPLANS Signature: ✓%lfautcvrfe c5prfoy%r. TIarfdec 32714 rhwengr @ centurylink.net ��•�/ �� utile se=��'� 1/4" = l' and Noted Parcel ID No. 36-19-30-506-0000-0690 1/2' Exterior Ply. Sheeting 15# Felt Paper #233 Asphalt Shingles \ Open to Below Simpson MTS 12 Truss to Beam Metal Drip Rait� Min. 1 x 6 Facia (2) t/4" x 6" Tap 2 - 2 x 10 w/ 1/2" Ply Between Con's ea. Beam Simpson HEl'A20 Ea. Beam to Block Concrete Column See Floor Plan for Size 95 Rebar from Footer to Top and Cell Filled Solid w/ 2,500 psi Concrete t COLUMN to BEAM to TRUSS CONNECTION N.T.S. WINDSPEED = 110 MPH /3 See. Gust WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATAGORY =11B" EXT. COMPONANT AND CLADDING = + 12.5 'I'0 - 19.9 PSF WINDOW PRESSURE _ + 23.6 TO - 25.1 PSF INTERIOR PRESSURE _ + 25.9 TO - 28.1 PSF All Mechanical is to conform to the 2007 Florida Building Code All Plumbing is to Conform to the 2007 Florida Building Code All Electrical is to conform to the 2008 National Electrical Code w/ Amendments. This Certifies that these plans meet or exceed the 110 mph/3 sec. gust of the 2007 Florida Building Code w/2009 Amendments .41E-11aldW. 610ilsell, JP. X. Allsc. ✓ iy>97i0 --� JUN IJ 1 2011 1'-0 —9'-8" 6-0"— I _12'-0`--__6--0---F5'_011.--_ 0°— `S" Conc. Blk Colunm 3030 r__11` 020 'empercd D . 1 Proposed �� LttundrY W I IGFI / \ ell Chain for Fan GF1 1 f `` jji� 1 � � • \? �-' '1 Pr(Tposcd �� 0 Proposed-, 0 Proposed Kitchen \ 1� Master 1 Screened Porch GFI 1 Bathroom VV UFl ----- J------ ._ -- I- ---- - -1-1 I-----r=-I-- ---� / C- I---�-I 28 I I III I� 1 I II � I I 1 1 I I II� I\�� I II ► � I I I ��-- I--Etxist. Batirroom 1 III III I II = 1 1 1 III _ I I I I 1 Exist. 26 Door �� I III Exist. Bedroom rL J v1– O I Propose<l'Dining Room 3. 1 Troposed I �I �S Exist. Hall 1 Master Bedroorl II I II I I\-.Existhrg Electrical Panel I I - n�l � - - - - - - - � to bf: upgraded as ne>:ded I I � Y - -- - - - -IOJ I 1� ( l b TV I I ® Exist. Elechictd to Rafnauf I I � � Pull Chain for Ftur I I ' �2 n II ) IINv I I FL T-1 n 1 1 Existing Living Room i null II Exist. Bedroom 1 1 T-,1„ 0 11 II II Exist. --— —--— — -- — —� -- —J— -- I — WP GFI Screened Porch ELECTRICAL FLAN Simp:;on MTu12 Trt.}ss 2-2,x 12w/1/2"Ply Be Corlcr(Ae See Floor Plan #5 Rebar n"om Fol)tel and Cell Filled Solid w/1;500 p:ii C 6-0" J'EIE 71U.C.'AL LEGEND 9 DUPLEX REC. 22Dv 220 VOLT REC. VP GFt� WATER PROOF REC. GFII� GROUND FAULT REC. \sV \ ;WITCHED REC. $ SWITCH ±(� LIGHT BOX r RECESS LIGHTING I(, WALL LIGHTING 1-1, TRACK LIGHTING + CEILING FAN EXHAUST FAN 50 CFNI USnfoke Detector./Carbon Monoxide Detector Hardwired Together PHS/ONE -jry T.V. r I --I FLUORESCENT FIX. WALL LIGHTING ALL BELIROOM SOCKETS APE'1'0 BEi ARC; FAI.JLT INTERUP11 'f YYE ELECTRICAL PLACENIEN'I' ?MAY" VARY Depiction of Electrical is variable FIETA20 WIN.IIOW/DOOR BLOCK CONNECTI(3N 92 Pr(;ssuro Ticuted 1.1 a Woad Against Framo at ColLynn Concrete N. T, S, -- ETAILS TYPICAL COLUNIN CONNECTION In. t.s. 1: ALTHOUGa GREAT CAI n! HAS BEEII TAKEN TO INSURE ACCURACY OF I HESE CONSTRUCTION 0 RAWINGS,MI.3TAKES DO OCCUR. IT 13 THE RESP(] NSIBILITY OF THE CONI RACTOR TO FIELD VERIO'r ALL DIMENSIONS AND DETAILS DEFORE CONIaTRUCTION COMMENCES '3: DUE TO SIAINKAGE X110 EXPAN510N OF PAN CGPIE6,WRII,IEN DIMENSIONS TAKE FRECENDEN-le OVER SCALING. 5: ENGINEER3 C ERTIFICA TE OF THE CONSTRUCTI GN DRAWINGS ARE VIAE LE FOR 6 MONTHS OR UNTIL GOVERNING AGENC'( CODE CHANGES TAKE EFFECT. IF CODE CHAA.DES TAKE EFECT IT IS THE RESPON31BILITY OF 71 E OWNER OR CONTRACTOR TO E14BURE THAT ALL GONSTRUCTiON DRAWINGS ARE BRDUGHT UP T. D THE LATEST CODE SPECIFICATIONS BEFORE SQ. E3MITTING FOR PERMIT- IF PLANS ARE SUBMITTED FOR PERMIT, BEFORE: C14ANGES dAVE BEEN 11AOE DUE To CODE UPeATE5, IT 15 THE RESPONSIBILITY OF THE OWNER. OR CONTRACTOR TO COMPENSATE THE D ESIGNER ANO ENGINEEF: FOR UPOATES,PRINTIN13 AND CERT,FICATIONS.. IV tiV1Ison 466 WeatltersfieldAvenue Altamonte Springs, Flgvida 327T4 Pt:.4x07 602 38412 rhwengr ct .centuryllnk net Door Garage Door shall lie SoI40 wood or Honey Comb Steel Door DOOR FRAME OR JACKS SHALL K ATTACHED To TILE BLOCK WALL W/ 1/4" rMIT'h EYPAi`1SION AN CIIOR SCREWS @ 8" O.C,'S S'TA,RTh'1G I" UP ANA DOWN'AND OR OVER FROM CORNERS, W'INDOWS'TO BE INSTALLED PER. MANUF. SPECIFICATIONS. P - - Fr II II Fill Exist. Cell at Connection _ I I- _ 71 Point w/ 2500 psi Concrete 1 II II II N _ Il Drawn: Design: GW W RI l W Cont. #5 Rebar Epoxied into exist: Lintel is., —Proposc,J Concrete Wall –115 Rebar from Footer to Lintel Cell tilled Said vv/ 2,500 psi Concrete j \ 12" • 115 Rebltr Epoxied 6" into J 1_exist. Block turd extending 6" into Proposed Block (;,D 32" O.C.'s Reconstruction _ Blolek to Block W�>rJ.l ILt.S. Date: 04202011 Scale: 1/4" = V and Noted Project: Dryer Vcnt, t f _(11.011_ 61 -(Illi --I -12'-Q" VI_011--T ;1_QI'_- 7 O I _ - -81^:111_. _91- 1, /111 Couc. Blk. Cvl.wmtF/ Unfilled Lintel T__ 2020 - Closed 8" x 8" 3030 Tempered •--------- - -- T==� . 2-2" x 12" w/ 1/2" Ply. Between�- I �I�I nfilled Lints; D] Er p 1 r--- )posed I I �, Latuldry I I I I IOE I 12'-0" Proposed 001 _1 1210" ScreQned Porch 28 g O 1 Prop. 2 Proposed I Proposed (� I WIC kitchen I Master \. Bathroom 314" r 6' o„ Existing Window WII Opening -I —-------- - - -_ _----I-- �- % I \� - 2s8Pn r C ---I- 78 4 ❑ Existing Lintell I i Unfiled Lintel H I 1 1me Close I I ExistinglWindow 81I x ^n IF III Exist. I ' I 6 c 11 1 111 Bathroosp I I Exist. 2 Door Exist. Bedroom J n -- I M w 1 1 i Proposed DiningRoorn 3 /1. I I I I I I I II I I Exist. Hall I 1 1 Proposed 1 1 I 1 1 Master Bedroom ll n II II j Ix� \ °A F -I a I Existing Living Room (' o lll.A It A Exist. Bedroom o co I-� U I I I• I M w �'El p 1,11 I III 0 OH Exist. 3 --Door Unfilled Lintel Cl-:� Existing Window Existing Wlndovr 1 8 x 8 ---- -L_,. I.r ''�-"'�- -— •--ice-� Existing Lintel Existing Lintel Existiug Lintel 3050 _ WALL 1PARAL.LEL TO ROOF STRUCTURE ROOF STRUCTURE ---\ 2xx4 " 0CJ\\-02) lOd corn 48 —01) 16d coral NODI BRG WAIL NON- BEARJArG WALZI DETAIL ALL CEILING TO BE 58' GYP BOARD OR 1/2 INCH NON -SAG CEILING BOARD POPCORN CEILINGS THROUGHOUT OR OPTIONAL KNOCKDOWN CEILING I'riVAC NOTE; :ALL HVAC DETAILS INCLUDING DUCT SIZING AND LCCATIOIIIS, AIR HAND. AND COMPRESSOR SIZE AND LOCATION, AND ENERGY GALCUI..ATIONS BY INDCPENDENT HVAC CONT-RACTOR. SEE ATTACHED DUCT LAYOUT AND ENERGY CALCS, Parcel ID No. 3:6-19-30-506-0000.0690 Screendd Porch 6 FLOOR PLAN ALL WINDOWS AND DOORS SHALL EE TESTED TO 150%OF THE MUM SPECKED ON THEP ANS 3Y ANALYSIS. SAID CCWONENP). T SHAL BE APPlJED BY MA; IUFACTU�ERS SUGQESTED ATTACHMEt ITS (SIZE AND WIvSER OF SCREWS REQUIRED PI TESTNO) AND MANUFACTURERS SUGGESTED BUCK OR JAII118 THICKNESS AND ATTACHMENT. ALL COW- ONENTS SHALL HAV, E A STICKER ON THEM TO $HOW COMPLIANCI_WITH THE REQUIRED TESTING LEVELS FOR 110 MPH WNDS. &W',IMUM VIIPVOW LOADINGS ARE. •29A PFS FOR EXPOSURE B, BUT YrILI BE HIGHER BY 4'1' %IF EXPOSURE D. ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR, IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND EETAILS AND REPORT ANY DISCREP41NCIES 'TO R.H. Wilson BEFORE BEGINNING CONSTRUCr:ION. orpoge: FLOOR and ELEuTRICA( 5ignatfre: F1iANIING I110TES: L Allwood framing shall be fs:bricated and hnstalle,J perRITC and'TPL and National Design Specificution S. for Wood Construction. 2. All Slrur;traal Wood Menabnis shall have a Minimum extr«ane fiber :airess bearing (FB) ojt 1,200 psi 3. Unless otherwise acted, the MIming lumber grilles shall be used: a. Structural Liht Franihip, Size to be 2" thick x4" wide No. 2 or lamer. b. Stud Size to b.,2" thick x 4" wideor 2" thict; x 6" widc Stud Grade, c. Shu ctural Johis and Pleu tking to be 2' to 4' (luck x 3" Nide or wider No. 2 or better. d. Light Raining to be 2" thick x 4" wide or wader No. 2 or better. 4. Plywoo:l sheathin; shall be,\PA structural 1 - Group 1 - size and spa.0 rating as shown on the construction drawings. 5. tel worlal fnembers exposed to weatheror in cortlact with nlusasary concrete of soils shall be Pressure Treated. 6. Contractor shall provide all l astener divices as rt;quired by the Pre-Ehgr. Truss'.Package. FaLstenin;; Devices subject to nnoisture shall be hot dipped galvanized to ASTM -153-80. 7. All ruahj eomnecGons and fabrications shall comply with RISC Specailications. 8. Solid Block all Joists and Rafters at points of support. 9. Prefabuit;,ted Structural Trusses shall comply with NEPA National Design Specifications for Wood Construction arnd'fPl Design Specilicaltions forbletal Plato connected Wood Trusses and AITC 100. 10. Alli Tru;ses shall fe designecl and certified by the; Truss Msfmfacturers Lisa Eighieer and all floor Joists shall be I )esigned Dud Certil-urd by the same Engin teer. 11. Contractor shall correlate vvith'Tiuss/floor Joist manufacturer to ensulre adequate bearing;; are provided at end reactions of all Girder Trusses. 12. Roof'1'rasses to b: typically 24" O.C,'s unless ofiemise noted in Pre -Engineered Truss Package. 13. Floor Alists to be typically 16" O.C: s unless otlwnvise noted on Pred3ngineercd Truss Package. WINDSPFED = 1110 MPFI /3 ,ec. Gust WIND IMPORTANCE FACTOR = LO W11'4D EXPOSURE CATAGQRY ='IB" EX'1C. COMPON✓,M AND CLADDING = 12.5 f0 - 19.9 PSI' WINDOW PRESSURE = + 23.6 TO, 25.1 FISF IN'T'ERIOR PRECIS URE = + 25.9 TO - 28.1 ;PSF All :Ylechaaical is t o conform to ttie 2007 Florida( Building Cod(i All Plumbing is to;Conform to the: 2007 Florida Building Code All :Electrical is to ,conform to the 2008 National Electrical Cod., w/ Amendments. Thi;; Certifies that !;hese plans meet or exceed the: 110 n)ph/3 se(,, gust of the 2007 Florida Building Cod:; w/2009 Amendments RonaldH. Wilson, Y.E. Lisc. Nq. 9710 T r AN P, 12011