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HomeMy WebLinkAboutProject Information; TrussKost Truss, Inc 4175 SW Martin Highway Palm City, FL 34990 (772)286-3700 Project Information: Nbm . 5 STAR _ Addmss: NETTLES LOT 63 : - . CRY. Smm. Lp-- - ENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: luilding Code & Cheerer -- -- - ---- -------- ' Computer Progiem Usadi FBC 2017 RES VIEW by Alpine :rev!N - - -- -- —...- ----- -, .--- - '- 45 _ psf Roof Total Load Gramr y ' 55 psf Floor Total Load find: - -- - -------- --- - ---- '-- - - - ----. ---- -- -- -- - - -- 170 .-- mph from ASCE 7_10-------- code ris package includes a Truss Index Sheet and 2 individual truss design drav4ngs, together with the attached index of the Truss System coign drawings. 1 hereby certify that this serves as a cover sheet in accordance with Chapter 61G15-31.003 of the Florida Board of 'ofessional Regulations. ES p rl design/ Note: Furthermore, the responsibility of the undersigned is solely limited to the \\Cy�\�of these E.NS '% i trustrussesforany buildruss ing Is the responsibility mponents hof the bui d ne suitability n designer. ner. � E � y 9 g 9 49200 * * = Delegated Engineer: T. Stiles Peet, P.E., S.E. STATE OF 0: Professional Structural Consultants Stiles Engineering Group, Inc. i�0 '• �L ORtOP' ��� FL Reg Nos: PE# 49200 CA# 27788 �// S/ONP- 850 NW Federal Hwy, Suite 172. Stuart, FL 34994 7/3�/�lS� // / I I I Il.l tlTEL: 772-223-9883 FAX:772-223-9502 1 Al 072820 21 A2 072820 G '©0 Fo =BASEbyAWm Page 1 of 1 O � 10' n n � JOB DESCRIPTION: 5 STAR KOSTTRUSS, INC. g O JOB ADDRESS: NETTLES LOT 83 ROOF AND FLOOR TRUSSES In 0 BUILDER: Fill in later o Z 4175 SW MARTIN HWY 0 Q PALM CITY, FL 3499D Top dead 2(4 SP 92 Bet dwrd 20 SP 02 Webs 2x4 SP R1 :Lt Stub Wedge 2xS SP #2::Po Stub Wedge 2,9 SP #2: See DINGS A2001SENC1010146 GBLLETIN1014M gable wind dacng andofhamquimments. BoBom dwrd dlwked for 10.D0 psf nairo(wmad Gve kmd. At wind bad cases on this buss have a 1.33 dursoon fectm. At plates ale 1.5X4 excW as noted, 170 mph wind. 15.00 R rrwart tgt, /SCE 7-10, CLOSED dog, Located 0*% tere In roof, RISK CAT II, EXP D. wins TC DL-5.0 psf, wind BC DL-5.0 pst. GCpI(H-)-0.1S Wind bads and reactions eased bit bob e4WFRS and C&C. In feu of rigid co ft use pugns to trace EC @ 24" oa Detletlbn meets Land We and VM total bad. Creep Increase fadm for dead bad is 2.00. ♦—zs I z—(—z--(—z z 2• -{- z I zs--{ I-1'---q R-1010 (b15M RIFSa-060 W-T R-91pd U-114pd W+l(M (Rigid Sabm) (Rip d Sodas) = Al KOSFTRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286r3700 QTY= 1 TOTAL= 1 BUIMNGISTNERESPONSIMI C)FTHE 1 1 REV. 17.02.02B.0123.11 T. STILES TC LL 20.0psf PEET TCDL 15.0psf BC DL 10.0psf PE# 49200 BC LL 0.0psf CA#27788 TOT,LD, 45.Opsf 850 NW Federal H". DUR.FAC. 1.25 Sub 172 Slued, FL 34994 SPACING 24.0° SEQ = 41577 SCALE=0.3750 REF DATE 07-28-2020 DRWG CK OIA LEN. 1610DO JOB #: CK5103 TYPE GABL Top dead 2z4 SP n Bol dhad 2rA SP R Webs 24 SP 81:W t 2sS SP a: In feu of rW aflrg use Part= to brace BC ® 2P x Bottom dad Credited fa 10.00 PSI M"WC TI d live bad. All whq load cases on this buss have a 1.33 duration factor. i 1 (Rqb S abce) DESC. = A2 KOST TRUSS, INC. 'ROOF AND FLOOR TRUSSES 4275 SW MARTIN RWY PALM CITY, FL 34990 772-286-3700 (")1 pWe(s) rewm speGal posWwft. Refertc sled pinto Pbt detmis for spedel PosbonbV IBquYBmerds. 170 mph wind, 15.00 fl mean hgl, /SCE 7-10. CLOSED bldg. Located any.Nlere In rod. RISK CAT II, E)P D. wind TC DL-5.0 psf, wind BC DL-5.0 Pat. GCpi(-/-)=0.18 Wind bads and reactions based an both MWFRS and CaC. Deflection meats, 0360 In and 11240 total load. Creep increase factor for dead bad Is 2.00. CITY= 5 TOTAL= 5 i i �-1•---� R-816g W112911 1 3' (Rigid Slone) BEG = 41575 REV. 17.02.028.0123.11 SCALE=0.3750 T. STILES P E ET PE#49200 CA#27788 850 NW Federal Rwy, .Sits, 17.2- .... TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BOLL O.Opsf TOT.LD. 45.0PSf REF DATE 07-2620I1 DRWG CK O/ALEN. Ie1DDD DUR.FAC. 1.25 JOB #: CK5103 CoarIMP- 7d n' nnc r.r7MN