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Home My WebLink AboutRevisions; Truss Sheets & Layout for Roof UnderlaymentsOFFICE USE ONLY: DATE FILED: _ REVISION FEE: Z2- PERMIT # RECEIPT # TANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 APPLICATION FOR BUILDING PER D FEi RA ®0 LOCATION/SITE PROJECT INFORMATION Now- If `mfo ADDRESS: 508 N FFA RD , FORT PIERCE, FL 34945 DETAILED DESCRIPTION OF PROJECT REVISIONS: truss cut sheets and layout / pa for roo undrlayment CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: N & A CONTRUCTION INC QUALIFIERS NAME: NASER A ABUEQUAB ADDRESS: 150 FULMAR TERR CITY: OKEECHOBEE STATE: FL PHONE (DAYTIME): (863) 801-9804 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 07/17/18 STATE: ST. LUCIE CO CERT. #: 31935 FAX: ZIP: 34974 ZIP: ZIP: CIL'_ s5 r RECEIVED CREEK Registry No. 29824 17520 Edinburgh Dr SEP 7021 J Tampa, FL 33647 TECHNICAL SERVICES, L6,11;ucle County (813) 480-3421 Permitting EVALUATION REPORT FLORIDA BUILDING CODE, V' EDITION (2020) Manufacturer: G.A.P. ROOFING, INC. Issued March Hunt Street Pryor, Pryor, OK 74361 C (800) 880-9808 www.oaproofing.us WSO W Manufacturing Plants: Pryor, OK Quality Assurance: Keystone Certifications ,Inc. (QUA1824) SCOPE Category: Roofing Subcategory: Undertayments Code Edition: Florida Building Code, 7th Edition (2020) including High -Velocity Hurricane Zones (HVHZ) Code Sections: 1507.1.1, 1618.4, 1523.1.1 Properties: Physical properties REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) GAPF-005-02-02 ASTM D 4869 2016 PRI Construction Materials Technologies (TST5878) GAPF-009-02-01 ASTM D 4601 2004(2012)E1 TAS 110 2000 PRI Construction Materials Technologies (TST5878) GAPF-011-02-01 ASTM D 3909 2014 TAS 110 2000 PRI Construction Materials Technologies (TST5878) GAPR-026-02-01A ASTM D 1623 2017 PRI Construction Materials Technologies (TST5878) GAPR-027-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST5878) GAPR-031-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST5878) 1047T0010 ASTM D 1623 2017 PRI Construction Materials Technologies (TST5878) 1047T0039 ASTM D 2626 2004(2012)E1 GAP19001.3 FL2894-R12 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ✓' CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION G.A.P. ROOFING, INC Underlayments GAP ASTM 15 D226 Felt An ASTM D 226, Type I asphalt saturated organic felt underlayment. For use in the HVHZ only. GAP ASTM 30 D226 Felt An ASTM D 226, Type II asphalt saturated organic felt underayment. GAP 30 ASTM 4869 An ASTM D 4869, Type II asphalt saturated organic felt underlayment. For use in the non-HVHZ only. GAP Fiberglass #90 An ASTM D 3909 asphalt roll roofing felt made from fiberglass mat that is coated on Mineral Surface Roll both sides with weathering grade asphalt and surfaced with ceramic mineral slate Roofing granules. For use in the non-HVHZ only. GAP Fiberglass Base An ASTM D 4601, Type II made from fiberglass mat that is coated on both sides Sheet G2 with weathering grade asphalt and surfaced with white sand fines. For use in the non-HVHZ only. GAP Tile Underlayment An ASTM D 6380, Class M, Type II asphalt saturated organic felt underlayment coated on both sides with weathering grade coating asphalt and covered with head lap granules. GAP #40 Organic Base An ASTM D 2626 underayment constructed of asphalt -saturated felt that is coated Sheet on both sides with weathering grade asphalt and surfaced with mineral surface fines. APPLICATION Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. Roof coverings shall be mechanically fastened through the underlayment to the roof deck except as noted below for Tile Underlayment. #40 Organic Base Sheet may in used in adhered tile applications when used as the base sheet in a two-ply underlayment as permitted by code, and as approved in the cap sheet or tile roofing product approval. Metal Roof Composite or : i Wood.. " Asphalt Panels and Photovoltaic = Shingles: and Slate Clayand Udeda meet Shin'les Shin les:i Sfiin les Shakes Shm les .: Concrete Tile': ASTM 15 D226 Felt Y Y Y YZ Y N 30 ASTM 4869 Y Y Y Y Y N ASTM 30 D226 Felt Y Y Y Y Y Y Tile Underlayment Y, N N N N Y' Fiberglass #90 Mineral Surface Y1 N N N N N Roll Roofing Fiberglass Base Sheet G2 N N N N N N #40 Organic Base Sheet N N N N N Y" Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only 3) May be used with mortar set tie and adhesive set tile using any of the following In accordance with FBC: Dow TILE BOND Roof Tile Adhesive - DAP Touch'n Seal Storm Bond 2 Two -Component Polyurethane Roof Tile Adhesive 4) Permitted to be used as the base sheet in a two-ply underlayment in accordance with FRSArrRI Florida High Wind Concrete and Clay Tile Installation Manual, Sixth Edition, RAS 118, RAS 119, or RAS 120 GAP19001.3 FL2894-R12 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKG.A.P. ROOFING, INC Underlaymentsnts TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Roof slope limitations shall be in accordance with FBC requirements. 5) Undedayments may be used as described in other current FBC product approval documents. 6) Underlayments without granule surfacing shall not be exposed on the roof deck for greater than 30 days. 7) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 7t' Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted by the named manufacturer. No 74'4Z1 fi.'.. STATE. OF: _':;w. This item has been digitally signed and sealed by Zachary R. Priest, PE, on 03/30/2021 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. CERTIFICATION OF INDEPENDENCE 2021.03.30 15:15:56 -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT 1 GAP19001.3 FL2894-R12 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule .61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 7;2,6A-'bySS SCOSTA CORPORATION 3670 Commerce CenMOERE%ebring, FL 33870 (863)385-8242 Voice (8(qFP5-27 4 2%1 Plansnascostacorp. com OD rnrormaVOM Contractor: N&A CONSTRUCTION Job Name: JURADOICOD Truss designs meet the criteria of FBC 2017 RES Gravity - Roof (psi): TC LL 20 TC DL 7 BC DL 10 Wind: ASCE 7-10 159 MPH Exposure: D - Closed DL TO RESIST WIND TC 4.00 - BC 6.00 Gravity - Floor (psf): TC LL 0 TC DL 0 BC DL 0 Engineering Cover Sheet Job #: 91191 Date: 3/4/20219:50:33 AM Address: M BC LL 0 Risk f%$ RZ�'iden 1- `CAT II BC LL 0 Total: 0 The following truss designs have been prepared with Alpine/ITW proprietary software, and reviewed by Richard A. Siver P.E. Florida Registered Engineer # 65698. This cover sheet is sealed in lieu of each individual sheet in accordance with 61G15-31.003, FAC Standard detail sheets and or sealed engineering sheets by Alpine/ITW are added to those listed below. The details are believed to be correct to the best of this engineer's knowledge, and the accuracy of the information provided by others cannot be guaranteed. Note the seal on this index sheet indicates acceptance of professional engineering responsibility as the truss design engineer solely for the Truss Design Drawings listed below. The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/I'PI 1 Section 2. The Identity of the structural Engineer of Record has not been provided as of the seal date. Order ID Date 1 A10 3/4/2021 2 All 1 3/4/2021 3 Al2 3/4/2021 4 A13 3/4/2021 5 A9 3/4/2021 6 A8 3/4/2021 7 A7 3/4/2021 8 A6 3/4/2021 9 A14 3/4/2021 10 A15 3/4/2021 11 A16 3/4/2021 12 A17 3/4/2021 13 A18 3/4/2021 14 A19 3/4/2021 15 A20 3/4/2021 16 A21 3/4/2021 17 A5 3/4/2021 18 A4 3/4/2021 19 A3 3/ IMI 20 A2 3/4/2021 This item has been digitally signed by Richard A. Siver on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Order I ID 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Al A22 A23 A24 A25 B3 62 B4 B1 135 D2 D3 D4 D1 C2 C1 CJ10 CA CA E.17 Date 3/4/2021 3/4/2021 3/4/2021 3/4/2021 3/4/2021 3l4/2021 3/4/2021 3/4/2021 3/4/2021 3/4/2021 3/4/2021 3/4/2021 3/4/2021 3/4/2021 3/4/2021 3/4/2021 3/4/2021 3/4/2021 3/4/2021 3/4/2021 2021.03.08 10:20:18 -05'00' If a digital seal is affixed to this document, printed copies without original signature must be verified using the original electronic version Page 1 of 2 Job#: 91191 Order ID Date 41 ERA 3/4/2021 42 EJ6 3/4/2021 43 EJ6A 3/4/2021 44 J5 3/4/2021 45 J4 3/4/2021 46 EJ3 3/4/2021 47 J3 3/4/2021 48 J1 3/4/2021 49 J1A 3/4/2021 50 B8 3/4/2021 51 B7 3/4/2021 52 B6 3/4/2021 fix G2 3/4/2021 54 G1 3/4/2021 55 H1 3/4/2021 56 11 3/4/2021 57 V7 3/4/2021 58 V6 3/4/2021 59 V5 3/4/2021 60 V8 3/4/2021 Order I ID Engineering Cover Sheet Date If a digital seal is affixed to this document, printed copies without original signature must be verified using the original electronic version Page 2 of 2 Job Number: 91191 Ply: 1 SEQN: 30683 / T10 / SPEC .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A10 Wgt: 284.2lbs / ... 03/04/2021 24'6-10 4'asn s•-�j- 14'1-5n6•—� �SX6F6O T4 .sxs H= T5 T2 T /3X4E I 12 W W 10 �i3X4O 5 v 7 W5 (a) T6 /5X6D (a) W1 W9 < C c 8W6 (a) KB4X6 /3X4C W3 W4 L-A VV12 ( a W141"t 3X5(A1) BW1 T3X4 B2 X4 aH0308 a X4=3x 3 X8 c X683113 6LW J- B1 U 4X4 112x4 12'4• 33'8• I` 2'12342• 33'8-12• 46' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.101 H 999 360 Loc R+ ! R- ! Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.187 H 999 240 B 561 /- /- /360 /193 /508 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 L - - U 1760 /- /- /1242 /644 /- Des Ld: 37.00 EXP: D HORZ(TL): 0.032 L W 1261 /- /- /815 /376 P Mean Height: 15.11 ft Code / Misc Criteria Creep Factor: 2.0 NCBCLL: 10.00 Wind reactions based on MWFRS TCDL: 4.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.732 Soffit: 0.00 BCDL: 6.0 psf g B Erg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.630 U Brg Width = 8.0 W Erg Width = 8.0 Min Req = 1.5 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Max Web CSI: 0.804 Bearings B, U. & W are a rigid surface. Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver. 20.02.00A.1020.21 Lumber A- B 42 0 F- G 1293 -1216 B-C 265 -611 G-H 1371 -1354 Top chord: 2x4 SP #2; C - D 378 -338 H - I 1399 -1421 Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; D - E 1289 -1266 I - J 1404 -1616 E - F 1289 -1384 835 J - K 1404 -1835 Bracing (a) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80% Maximum Bot Chord Forces Per Ply (Ibs) length of web member. Attach with 8d Box or Gun Chords Tens.Comp. Chords Tens. Comp. (0. 1 13"x2.5",min.)nails @ 6" oc. B-V 511 -332 Q-P 1216 -774 Puriins V-U 509 -335 P-O 1407 -958 In lieu of rigid ceiling provide lateral bracing to brace BC T - S 45 -46 O - N 1646 -1203 @ 24" oc S - R 1132 - 777 N - M 1646 -1203 R - Q 1132 - 777 M - L 48 - 57 Wind Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes V- C 269 0 G- P 623 - 591 WARNING: Furnish a copy of this DWG to the C - U 426 -598 P - H 802 -773 installation contractor. Special care must be taken T - U 1128 - MO H - O 191 -155 during handling, shipping and installation of trusses. See T - D 1152 -1403 0-1 346 175 "WARNING" note below. D - S 1295 - 902 O - J 321 - 329 S-E 513 -479 J-M 361 -205 E - Q 253 - 87 M - K 1627 -1178 F - Q 209 - 78 K - L 1031 -1201 RICHARD A. SIVER P.E. #65698 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, sh�ting, installing, and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafety Information, b TPI an SBCA) for sa e y practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oherwise,top chord shall have property attached structural sheathing and bottom chord shall attached ri id ceilin Locations shown forlateral of webs shall have bracing installed BCSI sections have a propperly B3, 67 610, permanent restraint per or SCOSTASCOSTA as applicable. Apply to each face ofPtruss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to CO�OO plates drawings 160A-Z for standard plate positions. WOOD STEEL OR TIMBER ROOF bR FLOOR TRUSSES Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRIVE truss in ANSI PI 1, for handling installation bracing trusses. A this drawing conformance with or shipping, and of seal on or listing this drawing indicates acceptance of profess ona engineering responsibility solely, for the design shown. and use of this drawing, for any structure is the responsibility of the building Designer per ANSIlTPI 1 Sec.2. cover page , The suitability SEBRING, FL 33870 (863)385-8242 For more information see this mob's general notes page and these web sites: ALPINE: eitwxom, TPI: ' SBCA: s c' us co • ICC: Iwsafe.ora Job Number: 91191 I Ply: 1 SEQN: 306811 T44 / SPEC .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: Al I W91 268.8 Ibs / .. 03/04/2021 —}-4'0-5/16" {- 121-5/16"j 124" 33'8" -2'-j 121-1/2" 3T8-V2" 46' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.090 G 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.167 G 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 K - - Des Ld: 37.00 EXP: D Mean Height: 15.25 ft HORZ TL 0.030 K ( ) NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.552 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.695 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Max Web CSI: 0.842 Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE, HS Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. RICHARD A. SIVER P.E. #65698 to of INSTALLERS ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 559 A A /354 /194 /522 S 1766 /- /- /1239 /636 A U 1260 A /- /805 /373 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 S Brg Width = 8.0 Min Req = 1.5 U Brg Width = 8.0 Min Req = 1.5 Bearings B, S, & U are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B' 42 0 F-G 1341 -1335 B - C 283 - 606 G - H 1458 -1513 C - D 391 - 346 H - 1 1483 -1701 D-E 1116 -1290 I-J 1411 -1769 E - F 1327 -1365 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - T 507 - 323 O - N 1594 -1186 T - S 504 - 326 N - M 1594 -1186 R - Q 55 - 59 M - L 1599 -1222 Q - P 1150 - 798 L - K 34 - 40 P - O 1150 - 798 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T- C 270 0 O- G 799 - 694 C - S 422 - 598 G - M Z75 -160 R - S 1143 -1467 M - H 388 - 261 R - D 1171 -1408 M - 1 216 - 206 D - Q 1317 - 926 I - L 388 - 285 Q - E 493 -449 L - J 1601 -1215 E-0 171 -101 J-K 1056 -1206 F - O 684 - 575 tss, tst ortslu, — SCOSTA CORPORATION wise. kefer to WOOD STEEL OR TIMBER ROOF bR FLOOR TRUSSES ilure to build the 3670 COMMERCE CENTER DRIt or cover page, , SEBRING, FL 33870 The sUltablllty (863)385-8242 Job Number: 91191 Ply: 1 SEQN: 30691 / T51 / SPEC .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: Al2 Wgt: 263.21bs / ... 03/04/2021 252-1/2" { 67-718" 1 4'0.5116" +- 1011-5/161, �{ i iT4" F 2' i-12'3-112" i33'8-1/2" 46' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/ TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 D Des d:: Mean Height: 15.25 ft .00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: > 2h TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B3 2x4 SP M-31; Webs: 2x4 SP #2; Bracing (a) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.087 G 999 360 VERT(TL): 0.162 G 999 240 HORZ(LL): 0.012 E - - HORZ(TL): 0.026 E Creep Factor: 2.0 Max TC CSI: 0.535 Max BC CSI: 0.420 Max Web CSI: 0.823 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 560 A A /355 /195 /522 S 1765 /- !- /1233 /627 A U 1260 /- /- /799 /342 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 S Brg Width = 8.0 Min Req = 1.5 U Brg Width = 8.0 Min Req = 1.5 Bearings B, S, & U are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 42 0 F-G 1314 -1373 B - C 285 - 607 G - H 1463 -1590 C - D 390 - 346 H -1 1519 -1770 D - E 1100 -1288 I - J 1369 -1673 E- F 1305 -1375 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - T 507 - 323 O - N 1791 -1396 T - S 505 - 327 N - M 1791 -1396 R - Q 52 - 55 M - L 1526 -1198 Q - P 1148 - 780 L - K 22 - 27 P - O 1148 -780 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T- C 269 0 O- G 869 - 774 C - S 420 - 598 G - M 481 - 358 R - S 1129 -1467 M - H 444 - 348 R - D 1158 -1406 M - 1 171 - 86 D - Q 1310 - 905 I - L 418 - 390 Q - E 477 -456 L - J 1551 -1206 E-0 184 -105 J-K 1065 -1210 F - O 644 -476 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI )RTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS xtreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building y Information, b TPI an SBCA) for safety practices pnor to performing these functions. Installers shall provide tempora Unless noted o�herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proppeVr y in Locations shown for ermanent lateral restraint of webs shall have bracin ml ailed per BCSI sections B3, B7 or B10, 3ply plates to each face ofPtruss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to for standard plate positions. of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin�g any failure to build the ncewith ANSI/TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page ing, indicates acceptance_ of _professrona1 engineering responsrbllity solely for the design shown. The suitabllrty 3670 COMMERCE CENTER DRIVEI SEBRING, FL 33870 (863)385-8242 Job Number: 91191 Ply: 1 SEQN: 30695 / T46 / SPEC , .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A13 Wgt: 260.4 Ibs .. / ... 03/04/2021 252-1/2" -�- 87-7/8" - 1 4'0-5/16- 1 81-5/16" --I FESX6 T2 T3 /3X4E 12 W7 T4 a5X6 � 5 p 112X4 I v5X6W5 T5D ( yy1 T5 O a ®3X4C W3 W4 W6 J%k4X4 N C W1 W14+'+�(+6 F JAO .3X5(A1) B W1 W2 R3X4 -Q4X4 mH03 8- B2 X4 a X111 6 B3 B2 m4X10 3X6 N A t B1 T S�4X4 n9Xd -12'4" 33'8" I-2' {� 12'3.1/2" 33'8.1/2" 46' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height: 15.25 It NCBCLL: 10.00 TCDL: 4.0 psf Code I Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: > 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 2x4 #3 or better'T" reinforcement. 80% length of web member. Attach with IOd Box or Gun (0.128"x3",min.)nails @ 6" oc. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.105 G 999 360 VERT(TL): 0.195 G 999 240 HORZ(LL): 0.019 K - - HORZ(TL): 0.037 K Creep Factor: 2.0 Max TC CSI: 0.873 Max BC CSI: 0.849 Max Web CSI: 0.987 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 )RTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 558 A /- /354 1194 /522 S 1769 P P /1228 /619 A U 1259 P /- /793 /337 !- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 S Brg Width = 8.0 Min Req = 1.5 U Brg Width = 8.0 Min Req = 1.5 Bearings B, S, & U are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 42 0 F- G 1289 -1399 B - C 279 - 604 G - H 1837 - 2019 C - D 392 - 345 H - 1 1495 -1614 D - E 1075 -1282 I - J 1323 -1607 E - F 1290 -1371 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 505 - 317 O - N 2045 -1596 T - S 502 - 321 N - M 1564 -1192 R - Q 58 - 63 M - L 1564 -1192 Q-P 1140 -755 L-K 13 -17 P - O 1140 -755 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T- C Z70 0 O- G 979 - 962 C - S 418 - 598 G - N 595 - 426 R - S 1120 -1472 N - H 755 - 611 R-D 1148 -1412 H-L 111 -191 D - Q 1311 - 884 L - I 429 - 257 Q - E 475 - 448 L - J 1530 -1204 E - O 196 -121 J - K 1067 -1229 F-O 618 -401 xtreme care in fabricating, handlin shipping, installing, and bracing., Refer to and follow the latest edition of BCSI (Building y Information, b TPI and SBCA) for safety practices poor to performing these functions. Installers shall provide tempos Unless noted o�herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propper�y in g Locations shown for ermanent lateral restraint of webs shall have bracin Ins3alled per SCSI sections 63, 87 or B10, SCOSTA CORPORATION 3pty plates to each face o truss and position as shown above and on the JoinL9Details, unless noted otherwise. refer to WOOD STEEL OR TIMBER far s andard plate positions. ROOF bR FLOOR TRUSSES of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRI\ nce with ANSIJgI PI 1, or for handling shipping, Installation and bracing of trusses. A seal on this arawing or cover page SEBRING, FL 33870 ing, indicates acceptance_ of professrona. engineerigg__responsrbility solely for the design shown. The suitability (e63)385-8242 Job Number: 91191 Ply: 1 1 SEQN: 30685 / T75 / HIPS .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A9 Wgt: 252.0 Ibs .. / ... 03/04/2021 8'5-1/4" 14'6-3/4" 12'4" 33'8" - )- 2' --( 121-1/2" 33'8.1/2" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: Ni TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Code I Mlsc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. TPI 1; or for h acceptance any structure DetI/CS1 Criteria PP Deflection in loc Udefl U# VERT(LL): 0.073 G 999 360 VERT(TL): 0.137 G 999 240 HORZ(LL): 0.020 J - - HORZ(TL): 0.041 J Creep Factor: 2.0 MaxTC CSI: 0.704 Max BC CSI: 0.623 Max Web CSI: 0.903 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 INSTALLERS ♦ Maximum Reactions (Ibs) Gravity Nan -Gravity Loc R+ / R- / Rh / Rw / U / RL B 569 /- A /388 /192 /478 R 1736 /- /- /1211 /698 /- T 1269 /- /- 1818 /384 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 R Brg Width = 8.0 Min Req = 1.5 T Brg Width = 8.0 Min Req = 1.5 Bearings B, R, & T are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 42 - 0 E-F 1144 -1333 B - C 290 - 629 F - G 1294 -1371 C - D 311 - 291 G - H 1446 -1738 D-E 301 -241 H-1 1100 -1513 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - S 528 - 380 N - M 1407 - 934 S - R 525 - 384 M - L 1407 - 934 Q - P 910 - 667 L - K 1627 -1193 P - O 1250 - 827 K - J 33 - 56 O - N 1250 - 827 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 268 0 F-N 330 -117 C - R 442 - 594 N - G 223 -157 D - Q 277 - 221 G - L 342 -159 Q - R 1083 -1429 L - H 317 - 209 Q - E 1106 -1477 H - K 516 - 498 E - P 426 -127 K -1 1408 - 929 P - F 236 - 210 I - J 995 -1242 SCOSTA CORPORATION WOOD STEEL OR TIMBER ROOF bR FLOOR TRUSSES ilure to build the 3670 COMMERCE CENTER DRIVE or cover page SEBRING, FL 33870 . The suitability (863)385-8242 Job Number: 91191 Ply: 1 1 SEQN: 30687 / T66 / HIPS .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: AB Wgi 247.8 Ibs .: / ... 03/04/2021 21' .i 125-1/4" i 12'6.3/4" 1 96x6 INZA4 v5x6 E F T3 G 12 T2 w 7Z; T4 5 F,-,-03X6D H�3X8 m W6 11112X4 o05X6C W3 W4 W10,•,�Y+� T1 I W2 P B2 O N L K B3 S J 3X5(A1) B 3X4 m3X5 mH0308 B3 n3X6 m3X4 =6X6 A B1 R QM I1YA i 12'4" 33'8" 1- 2'-{�—;12'3.1/2" 33'8-1/2" -1 46' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.076 F 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.142 F 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.015 J - - Des Ld: 37.00 EXP: D HORZ(TL): 0.030 J Code I Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.840 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.380 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Max Web CSI: 0.923 Loc. from endwall: not in 13.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE, HS Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP M-31; B1 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. RICHARD A. SIVER P.E. #65698 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 557 /- A /381 /175 1438 Q 1777 /- /- /1217 /745 P S 1257 /- /- /809 /384 1- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 Q Brg Width = 8.0 Min Req = 1.5 S Brg Width = 8.0 Min Req = 1.5 Bearings B, Q. & S are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 42 0 E- F 1407 -1564 B - C 191 - 598 F - G 1407 -1564 C - D 309 - 270 G - H 1379 -1766 D-E 929-1190 H-I 67 -53 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - R 498 - 262 N - M 1201 - 807 R - Q 495 - 265 M - L 1485 -1018 P - O 44 -47 L - K 1485 -1018 O - N 1201 - 807 K - J 1452 -1153 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R- C 270 0 F- M 360 - 300 C-Q 347 -584 M-G 213 -117 P - Q 1205 -1498 G - K 301 - 20 P - D 1223 -1456 K - H 268 - 70 D - O 1200 - 731 H - J 1469 -1803 O - E 500 - 453 I - J 136 - 73 E - M 543 - 357 -WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin , shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Co. Safety Information, b TPI and SECA) for safety practices pnor to performing these functions. Installers shall provide temposry bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin in per BCSI sections B3, 67 or B10, SCOSTA CORPORATION as applicable. Apply plates to each face ofPtruss and position as shown above and on the Join?Details, unless noted otherwise, kefer to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawinnp any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSIgPI 1, or for handling shippin , installation and bracing of trusses. A seal on this rawmg or cover page, , SEBRING, FL 33870 listing this drawing indicates acceptance of pro4essronal engineering responsibility solely for the design shown. The suitability (863)385-8242 and use of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Job Number: 91191 Ply: 1 1 SEQN: 30689 / T72 / HIPS .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A7 I Wgt: 246.41bs / ... 03/04/2021 19' i 165-1/4" i10'6-3/4" -{ �5X6 =5X6 z5X6 T3 E T3 F G 12 T2 W W W T 5 p 0;3X6D 1413X6 W6 W6 W5 1012 m 05X6C W3 W4 W9 T1 yy1 W2 Q Pg 0 N� B3 M L K B3 =6 , JT =A 3X5(A1j B 3X4 B2 MH0308 =3X4 =3X6 =3X4 B1 t,Sj R=4X4 —12'4" 33'8" �— 2' —{� 12'3-1/2" 46' 33'8-1/2" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.091 F 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.169 F 999 240 B 557 /- A /402 /171 /399 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.022 J - - R 1771 A A /1177 1750 A Des Ld: 37.00 EXP: D HORZ(TL): 0,044 J - - T 1259 /- /- /791 /386 /- NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Code I Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.669 B Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 ion: MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.705 R Brg Width = 8.0 T Brg Width = 8.0 Min Req = 1.5 Min Req 1.5 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Max Web CSI: 0.677 Bearings B, R, & T are a rigid surface. Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 20.02.00A.1020,21 Lumber A- B 42 0 E- F 1331 -1519 B - C 223 -600 F - G 1499 -1728 Top chord: 2x4 SP #2; C - D 267 -222 G - H 1407 -1770 Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; D - E 850 -1024 H - I 60 -49 Purlins Maximum Bot Chord Forces Per Ply (Ibs) In lieu of rigid ceiling provide lateral bracing to brace BC Chords Tens.Comp. Chords Tens. Comp. @ 24" oc B - S 501 - 294 N - M 1786 -1262 Wind S - R 498 -298 M - L 1569 -1109 Q - P 61 - 67 L - K 1-1 109 Right end vertical not exposed to wind pressure. P - O 1142 -778 K - J 1354 354 -1087087 Additional Notes O - N 1142 -778 WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken Maximum Web Forces Per Ply (Ibs) during handling, shipping and installation of trusses. See Webs Tens.Comp. Webs Tens. Comp. "WARNING" note below. S - C Z70 0 N - F 508 -475 C - R 395 - 592 F - M 221 -104 Q-R 1193 -1476 M-G 298 -116 Q - D 1206 -1439 G - K 159 - 29 D-P 1178 -759 K-H 319 -85 P - E 572 - 648 H - J 1427 -1737 E - N 669 - 393 I - J 124 - 72 RICHARD A. SIVER P.E. #65698 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling. shipping, installing and bracing. Refer to and follow the latest edition of o n is ceum . r-ocauons snown Tor ermanem iaierai resirarnr or wens snau nave Dracm msrauec per tsa�i secuons ts3, ter or ts1 u, — SCOST.0. COLORATION cab e. App y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to WOOD STEEL OR TIMBER Is 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES a division of ITW BuildiaComponents Group Inc. shall not be responsible for any deviation from this drawingg any failure to build the 3670 COMMERCE CENTER DRIB conformance with ANSIrt PI 1, or for handling shipping, installation and bracing of trusses. A seal on this allowing or cover page, , SEBRING, FL 33870 this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabrllty (863)385-8242 ;e of this yawing for any structure is a responsibility of the building Designer per ANSIITPI 1 Sec.2. Job Number: 91191 Ply: 1 SEQN: 30662 / T76 / HIPS N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A6 Wgt: 238.0 lb s / ... 03/04/2021 17' 20'5-1/4" 6'6-3/4" 12 5 p in r` 05X L( T1 WX5(A1) B S 1112X4 i 12'4" f-2'-i 12'3-1/2" e5X6 =3X4 E F P O mH0308 =3X4 46' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: Ni TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) GCp!: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS Lumber Top chord: 2x4 SP M-31; T1,T2 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80% length of web member. Attach with Bid Box or Gun (0.113" x2.5",min.)nails @ 6" oc. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. a m5X6 �5X6 T4 G H T W W T5 W5 W5 W4 1'4X6 rO W7 N N M L B3 K 1113 6JT iv =3X4 =U6 =3X4 m4X4 1 33'8" 33'8-1/2" Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): 0.101 G 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(TL): 0.188 G 999 240 B 564 /- A 1430 /172 /360 HORZ(LL): 0.026 J - - R 1744 A /- /1122 1741 A HORZ(TL): 0.052 J T 1266 /- P /769 /433 A Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.509 B Brg Width = 8.0 Min Req = 1.5 Max BC CSI: 0.772 R Brg Width = 8.0 Min Req = 1.5 Max Web CSI: 0.908 T Brg Width = 8.0 Min Req = 1.5 Bearings B, R, & T are a rigid surface. Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver:20.02.00A.1020.21 A-B 42 0 E-F 1286 -1516 B - C 272 - 616 F - G 1693 - 2039 C-D 199 -164 G-H 1611 -1912 D - E 194 -103 H - 1 1078 -1483 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - S 515 - 350 N - M 2089 -1499 S - R 512 - 353 M - L 2089 -1499 Q - P 1020 - 717 L - K 1628 -1221 P-O 1018 -718 K-J 49 -79 O-N 1910-1369 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S- C 269 0 F- N 266 - 86 C - R 409 - 586 N - G 172 - 92 D - Q 427 - 280 G - L 323 - 320 Q-R 1175 -1445 L-H 513 -210 Q - E 1086 -1516 H - K 543 - 493 E - 0 902 - 534 K - 1 1342 - 840 O - F 676 - 718 I - J 1014 -1247 RICHARD A. SIVER P.E. #65698 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin , shh' ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an c3 SBCA) fors y practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly did ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 83, B7 or B10, 'le._ App y plates to each face_ of truss and position as shown above and on the Joint9Details, unless noted otherwise. (2efer to any failure to build the 3670 COMMERCE CENTER ig or cover pageSEBRING, FL 33870 in. The suitability (863)385-8242 Job Number: 91191 Ply: 1 SEQN: 30697 / T53 / SPEC .N&A CONSTRUCTION /JURADO/COD /KCD City: 1 FROM: DRW: Truss Label: A14 Wgt: 273.0 Ibs .. / ... 03/04/2021 �- - 25'2-1/2" -�- 107-7/8"4'0-5/16" Fc5XR r---12'4" i 3T3-13/16" �-2' {^— 121-1/2" 1 37'4-5/16" 497-13/16" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.202 H 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.377 H 999 240 B 552 A A /339 /217 /522 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.037 F - - T 1917 A A /1303 /621 A EXP: D Des Ld: 37.00 HORZ L 0.073 F R ) K 1399 A A /931 /395 /- Mean Height: 15.25 ft NCBCLL: 00 Code / Misc Criteria CreepFactor: 2.0 Wind reactions based on MWFRS TCDL: 4.0 psf 0. Soffit: 0.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.511 B Br Width = 8.0 g Min Re 1.5 q BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: > 2h TPI Sid: 2014 Max BC CSI: 0.689 T Brg Width = 8.0 K Brg Width = 8.0 Min Req = 1.5 Min Req = 1.7 Spacing: 24.0 " C&C Dist a: 4.97 ft Rep Factors Used: Yes Max Web CSI: 0.988 Bearings B, T, & K are a rigid surface. Loc, from endwall: not in 13.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 20.02,00A.1020.21 Lumber A-B 42 0 F-G 1484 -1567 B - C 376 - 588 G - H 2533 - 2900 Top chord: 2x4 SP #2; C - D 454 -354 H - I 2143 -2454 Bot chord: 2x4 SP 92; B3 2x4 SP M-31; D - E 1227 -1417 I - J 2245 -2676 Webs: 2x4 SP #2; E - F 1453 -1570 J - K 2480 - 3061 Bracing (a) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80% Maximum Bot Chord Forces Per Ply (Ibs) length of web member. Attach with 8d Box or Gun Chords Tens.Comp. Chords Tens. Comp. (0.113"x2.5",min.)nails @ 6" cc. B - U 490 - 290 P - O 2190 -1576 Purlins U-T 487 -294 O-N 2925 -2231 In lieu of rigid ceiling provide lateral bracing to brace BC S - R 99 -110 N - M 2925 -2231 @ 24" cc R - Q 1269 - 794 M - L 2774 - 2172 Q - P 1269 - 794 L - K 2777 - 2170 Additional Notes WARNING: Furnish a copy of this DWG to the Maximum Web Forces Per Ply (Ibs) installation contractor. Special care must be taken Webs Tens.Comp. Webs Tens. Comp. during handling, shipping and installation of trusses. See "WARNING" note below. U - C Z72 0 P - G 1093 -1095 C - T 421 - 599 G - O 1048 - 821 S - T 1179 -1622 O - H 893 - 836 S - D 1205 -1560 H - M 603 - 684 D - R 1502 - 973 M - 1 762 - 5B3 R-E 514 -537 M-J 419 -386 E- P 229 - 96 J- L 178 0 F - P 807 - 666 RICHARD A. SIVER P.E. #65698 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 3uire extreme care in fabricatina. handling. shiDDino. installing and bracina. Refer to and follow the latest edition of in 9 Locations shown for permanent lateral restraint of webs shall have bracin installed per 3G51 sections B3, B7 "or B1% SCOSTA CORPORATION pply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to WOOD STEEL OR TIMBER for standard plate positions. ROOF bR FLOOR TRUSSES of ITW Buildi 1.Components Group Inc. shall not be responsible for any deviation from this drawindg any failure to build the 3670 COMMERRCE CENTER DRn ncewith ANSI/TPI 1, or for handling shipppingg, installation and bracing of trusses. A seal on this rawing or cover page, , SEBRING, FL 33870 ing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability (663)385-6242 9�awing for any structure is pe responsibility of the Building Designer per ANSI/TPI 7 Sec.2. Job Number: 91191 Ply: 1 1 SEQN: 30720 / T63 / SPEC .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: Al Wgt: 263.2 Ibs .. / ... 03/04/2021 12,4" �- 2� 2' 12'3-1/: 262-1/2" 127-7/8" 4'0-5/16" T9-1/8"� 497-13/16" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/ TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height: 15.25 It NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.97 It Rep Factors Used: Yes Loc. from endwall: not in 13.00 it FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B3 2x4 SP M-31; Webs: 2x4 SP #2; Bracing (a) 1x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 37'3-13/16" 37'4-5/16" 2 -� Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in [cc Udell U# Gravity Non -Gravity VERT(LL): 0.218 H 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(TL): 0.402 H 999 240 B 551 /- /- /326 /229 /571 HORZ(LL): 0.042 F - - S 1917 /- /- /1315 /584 A HORZ(TL): 0.080 F J 1512 P /- /1082 /448 A Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.880 B Brg Width = 8.0 Min Req = 1.5 Max BC CSI: 0.840 S Brg Width = 8.0 Min Req = 1.5 J Brg Width = 8.0 Min Req = 1.8 Max Web CSI: 0.995 Bearings B, S. & J are a rigid surface. Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.00A.1020.21 A- B 42 0 F- G 1465 -1562 B - C 448 - 586 G - H 2405 - 2890 C - D 485 - 405 H - I 2237 - 2667 D - E 1239 -1409 I - J 2255 - 2894 E- F 1428 -1562 J- K 42 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 488 - 285 O - N 2186 -1421 T - S 485 - 288 N - M 3371 - 2493 R - Q 108 -117 M - L 3371 - 2493 Q - P 1262 - 701 L - J 2599 -1878 P-O 1252 -701 RICHARD A. SIVER P.E. #65698 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ -IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shiopina. installing and bracino. Refer to and follow the latest as snown aoove ano on any Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T- C 272 0 F- O 812 - 670 C - S 420 - 599 O - G 1054 -1103 R - S 1102 -1621 G - N 982 - 697 R - D 1128 -1659 N - H 1059 -1043 D - Q 1503 - 880 H - L 907 - 935 Q - E 474 - 537 L - I 767 - 506 E-O 216 -89 of !lure to build the 3670 COMMERCE CENTER or cover pageSEBRING, FL 33870 The suitability (863)385-8242 Job Number: 91191 Ply: 1 SEQN: 30701 / T62 / SPEC .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: Al Wgt: 252.0 Ibs / ... 03/04/2021 25' 4 1( 1(1 14'5-7/16" 4'0-5/16" 5'9-1/8" ---' I— T1-1/2" 42'6-5/16" �- -1-7'1" 42'6-13/19' -{ -j 497-13/16" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT:NV TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP. D Des Ld: 37.00 Mean Height: 15.21 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.97 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) GCpi:0A8 PlateType(s): Wind Duration: 1.60 WAVE, HS Lumber Top chord: 2x4 SP #2; T2,T3 2x4 SP M-31; Bot chord: 2x4 SP M-31; B1 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x4 #3 or better "T" reinforcement. 80% length of web member. Attach with IOd Box or Gun (0.128"x3",min.)nails @ 6" oc. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. "WARNING" ""IMPORTANT"' FURNISH any Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.307 N 999 360 VERT(TL): 0.567 N 900 240 HORZ(LL): 0.079 L - - HORZ(TL): 0.145 L Creep Factor: 2.0 Max TC CSI: 0.546 Max BC CSI: 0.555 Max Web CSI: 0.948 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 INSTALLERS ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 367 /- A /184 /213 /568 S 1873 /- /- /1315 /592 /- J 1721 /- /- /1139 /474 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 S Brg Width = 8.0 Min Req = 1.5 J Brg Width = 8.0 Min Req = 1.5 Bearings B, S, & J are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 42 0 F- G 1827 - 2212 B - C 469 - 491 G - H 2745 - 3637 C - D 374 - 369 H - 1 2527 - 3315 D - E 1913 - 2679 I - J 2573 - 3511 E-F 1791 -2212 J-K 42 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - S 29 - 31 O - N 2845 -1776 R - Q 2227 -1415 N - M 4869 - 3594 Q - P 2354 -1386 M - L 4869 - 3594 P - O 2354 -1386 L - J 3178 - 2179 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - R 306 -290 F - O 1347 -1022 R - S 1247 -1802 O - G 1097 -1192 R - D 1809 - 2695 G - N 1003 - 643 D- Q 332 0 N- H 1684 -1737 Q- E 268 0 H- L 1661 -1855 E - O 565 -524 L - I 1144 -778 • L3, L/ or Liu, — wise. SCOSTA CORPORATION refer to WOOD STEEL OR TIMBER ROOF A FLOOR TRUSSES ilure to build the 3670 COMMERCE CENTER DRI) or cover page The sUltabillty SEBRING, FL 33870 (863)385-8242 Job Number: 91191 Ply: 1 SEQN: 30773 / T24 / SPEC .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A17 Wgt: 319.2 Ibs / ... 03/04/2021 23' 4'4-15/16" 14'5-7/16" 4'0-5/16" 3'9-1/8" 6 F 8 a G X8 T2 12 WVN 5 p g3X4E 10H0308 D W6 T7 oV6 W4 C W2 _ =3XA5(At) B U X4 =5X6 wl B2 = X4=7X6 =30X4 `— 7-1-1/2" 42'6-5/16" 2' 1 —7-1" 42'6-13/16" �H0510(SRS) T5 -6X6 I J P O N 83 M =4X4 =7X6 =5X6 =5X6 497-13/16" 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF; TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: M TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 4.97 ft Rep Factors Used: Varies b Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS Lumber Top chord: 2x4 SP #2; T2,T4,T5 24'$0 M-31; Bot chord: 2x8 SP 2400f-2.0E; B1 2x4 SP #2; Webs: 2x4 SP #2; Special Loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -2.00 to 55 plf at 51.65 BC: From 20 plf at 0.00 to 20 plf at 49.65 BC: 863 Ib Conc. Load at 46.52 Puriins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.361 N 999 360 VERT(TL): 0.666 N 766 240 HORZ(LL): 0.072 F - - HORZ(TL): 0.133 F Creep Factor: 2.0 Max TC CSI: 0.729 Max BC CSI: 0.457 IdEBA9eb CSI: 0.916 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 346 /- A /- /219 /- V 1997 /- A A /1146 A K 2513 P /- /- /1295 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 V Brg Width = 8.0 Min Req = 1.5 K Brg Width = 8.0 Min Req = 2.1 Bearings B, V. & K are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 42 -43 G - H 1883 - 3395 B - C 208 -158 H -1 3109 - 5827 C - D 1340 - 2466 I - J 2511 - 5154 D - E 1220 - 2348 J - K 2566 - 5206 E - F 1516 - 2706 K - L 42 - 43 F - G 1304 - 2347 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 76 -119 Q-P 2419 -1361 U - T 49 - 77 P - 0 4116 - 2306 T - S 2563 -1482 O - N 4116 - 2306 S - R 2241 -1265 N - M 7938 - 4241 R - Q 2241 -1265 M - K 4795 - 2353 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U - V 1177 -1930 Q - G 201 - 251 U-C 1140 -1808 G-P 1331 -615 C - T 2326 -1236 P - H 885 -1446 T - E 490 - 549 H - N 1900 - 810 E - S 233 - 209 N - I 1595 - 2934 S - F 380 - 94 I - M 1854 - 2984 F - Q 376 -135 M - J 1813 - 797 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shitptping, installing. and bracing., Refer to and follow the latest edition of BCSI (Building i Safety Information, b TPI an SBCA) for sa e y practices poor to performing these functions. Installers shall provide tempos BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeqr y 331d ceilingg Locations shown for permanent lateral restraint of webs shall have bracing in per BCSI sections B3, B7 or B10, SCOSTA CORPORATIQN le._ Apply plates to each face_ of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to WOOD STEEL OR TIMBER any ROOF bR FLOOR TRUSSES e to build the 3670 COMMERCE CENTER DRIVE cover page• • SEBRING, FL 33870 The sUitablllty (863)385-8242 Job Number: 91191 Ply: 1 1 SEQN: 30703 / T64 / SPEC .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: Alb Wgt: 236.6 Ibs .. / ... 03/04/2021 21' 8'4-15/16" 14'5-7/16" -j 6 3q' 50XD =0x6 E T3 F T2 12 W W a3G4 T4 5 05X6D oo4X6 W6 W5 W '=6X8(SRS) III T1 C W4 W3 H T5 I W2 RW1 Q B2 P O� N MLA B4 K J L=3X5(A1) B 3X4 =4X6 =3X4 B3 =3X4 =3X6 =3X4 A B1 S2X4 7'1-1/2" 39'3-1/16" �2'�—TV -�- 39'3-9/16" 46'4.9116" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.215 L 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.401 L 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.063 J - - Des Ld: 37.00 EXP: D Mean Height: 15.00 ft HORZ TL : 0.118 J ( ) NCBCLL: 10.00 TCDL: 4.0 psf Code 1 Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.715 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.705 Spacing: 24.0 " C&C Dist a: 4.64 It Rep Factors Used: Yes Max Web CSI: 0.650 Loc. from endwall: not in 13.00 It FT/RT:20(0)/l 0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE, HS Lumber Top chord: 2x4 SP #2; T2,T4 2x4 SP M-31; Bot chord: 2x4 SP #2; B4 2x4 SP M-31; Webs: 2x4 SP #2; Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 1476 lbs. RICHARD A. SIVER P.E. #65698 T fD 2X4 d W9 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw. / U / RL B 353 P /- 1207 /163 /438 S 1803 /- A /1229 /616 A J 1476 A /- /884 /402 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 S Brg Width = 8.0 Min Req = 1.5 J Brg Width = - Min Req = - Bearings B & S are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 42 0 E- F 1801 - 2083 B - C 407 - 386 F - G 2106 - 2692 C - D 1463 - 2059 G - H 2615 - 3515 D-E 1801 -2321 H-1 3 -21 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-S 91 -101 N-M 2106 -1419 R-Q 139 -161 M-L 2106 -1419 Q - P 2119 -1534 L - K 3038 - 2258 P - O 1965 -1346 K - J 8458 -7016 O - N 1965 -1346 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - S 1342 -1733 N - F 276 -198 R - C 1340 -1697 F - L 646 - 400 C - Q 2087 -1441 L - G 790 -758 Q-D 533 -516 G-K 421 -110 D-P 247 -155 K-H 1214 -1039 P - E 308 - 50 H - J 3688 - 4422 E-N 369 -165 I-J 116 -99 -WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI an SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide tempos bracing per SCSI.. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppe�{r y attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer tc WQOD STEEL OR TIMBER drawings 160A-Z for standard ,plate positions. ROOF A FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI/ PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page SEBRING, FL 33870 listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability (863)385-8242 and use of this drawing for any structure is the responsibility of the 9uilding Designer per ANSIITPI 1 Sec.2. Job Number: 91191 Ply: 1 SEQN: 30705 / T1 / HIPS .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: All Wgt: 246.4lbs / ... 03/04/2021 19 I 12'4-15/16"-ij10'6-3/16" i- 7'5-1/2" 1-2'-i TV Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 Des d:: D EXP. D Mean Height: 15.00 ft .00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 4.19 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Rt Bearing Leg: 2x4 SP #2; Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at right end of truss for 1305 lbs. 34'2-1/8" — 295-1/2" 41'11-1/8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.121 F 999 360 VERT(TL): 0.225 F 999 240 HORZ(LL): 0.062 K - - HORZ(TL): 0.115 K Creep Factor: 2.0 Max TC CSI: 0.509 Max BC CSI: 0.553 Max Web CSI: 0.780 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 5'1-1/8" W " ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 361 /- /- /234 /146 /394 T 1612 /- b /1110 /701 /- J 1305 /- /- /753 /406 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 T Brg Width = 8.0 Min Req = 1.5 J Brg Width = - Min Req = - Bearings B & T are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 42 0 E- F 1669 -1924 B - C 316 - 339 F - G 1669 -1924 C - D 1491 - 2069 G - H 1480 -1808 D - E 1552 -1949 H - 1 1390 -1788 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - T 55 - 52 P - 0 1737 -1204 S-R 46 -29 O-N 1618 -1101 R - Q 1870 -1352 N - L 1621 -1197 Q-P 1737-1204 M-K 14 -5 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp S - T 1233 -1541 G - N 200 - 32 S - C 1252 -1490 N - H 192 -133 C - R 1913 -1380 H - L 341 - 305 R- D 326 - 209 L- M 99 0 D - Q 170 - 202 L - K 57 - 71 E-Q 307 -6 L-I 1612 -1188 E- 0 270 - 236 J- K 88 0 F - O 432 - 352 I - J 1453 -1414 O - G 425 - 334 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '*IMPORTANT•* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and fallow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) P& safety practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Applgy plates to each face ofPtruss and position as shown above and on the Joini9Details, unless no otherwise. Bete, to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSIPI1, or for handling shippin�, installation and bracing of trusses. A seal on this rawrng or cover page, , SEBRING, FL 33870 listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability, (863)385-8242 and use of this gnawing for any structure is the responsibility ofthe building Designer per ANSIITPI 1 Sec.2. Job Number: 91191 Ply: 1 SEQN: 30707 / T52 / HIPS .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A20 Wgt: 232.4lbs .. / ... 03/04/2021 17' iM- 1514imili k 7'5-1/Z' i 34'5-5/8" 8'6-3/16" 2' —}�— 7'1" i29'5-1/2" i64-5/8" --{ 41"1-1/8" _I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.143 F 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.267 F 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.078 J - - Des Ld: 37.00 EXP: D Mean Height: 15.00 ft HORZ TL 0.144 J ( ) NCBCLL: 10.00 TCDL: 4.0 psf Code I Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.711 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.830 Spacing: 24.0 " C&C Dist a: 4.19 ft Rep Factors Used: Yes Max Web CSI: 0.759 Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 — Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Sot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at right end of truss for 1306 Ibs. RICHARD A. SIVER P.E. #65698 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of 'Im 1,orforh acceptance any structure j ;5 io ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 371 /- /- /271 /148 /356 R 1586 /- /- /1059 /692 /- J 1306 /- A /737 /454 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 R Brg Width = 8.0 Min Req = 1.5 J Brg Width = - Min Req = - Bearings B & R are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 42 0 E- F 1766 - 2134 B - C 223 - 269 F - G 1684 - 2047 C-D 144 -162 G-H 1580 -1815 D - E 1604 - 2108 H - 1 1434 -1833 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - R 23 -17 N - M 2284 -1676 Q - P 1781 -1385 M - K 1701 -1234 P-O 1867-1360 L-J 12 -9 O - N 2284 -1676 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Q 344 - 326 M - G 557 - 270 Q-R 1224 -1516 G-K 181 -167 Q-D 1676 -2121 K-L 104 0 D - P 235 -19 K - H 372 - 223 P- E 173 - 5 K- 1 1693 -1267 E-O 430 -232 K-J 2 -3 O - F 340 -243 I - J 1069 -1259 F - M 439 - 379 ins e.b/f2efer to' — SCOSTA CORPORATION ROOF A FLOOR TRIUSSES failure to build the 3670 COMMERCE CENTER DRI\ g or cover pi, li SEBRING, FL 33870 in.The s.ty (863)385-8242 IJob Number: 91191 Ply: SEQN: .N&A LObNSTRRUCTION /JURADO/COD /KCD Trussel: A21 I Wgt '266.0 Ibs I FROM: 30709 / T65 /HIPS I DRW:/ 03/04/2021 15, 20'4-15/1 6'6-3/16" sF5X6192X4 =6X6 =3X4 =-3X4T4 �5X6 1112X4 C, T3 H I K T T2 E 12 W1 L 1112X4 5 � Z6X6D W1 W1 W1 T5 T 4X5C 3 -6X1 W12 W12 W M �4 T1 W B3 U —5X14 =6X8 W v T Z�/,/� X V T— S R BS Q W14 O W15 W17 =3X5(A1) B 3X4 B2 �2X4 1112X4 gq =3X6=3X4 =3X4 1 l� A - B1 AA Ir B6 = N �— 7'5-1/2" 34'5-5/8" �— 2' TV TV 76" 19'10-1 /2" 5-4-5/8" r- 4111-1/8" 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ MaximumReactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.301 H 999 360 Loc R+ ! R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.562 H 747 240 B 327 /- /- /232 /118 /318 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.162 N - - AA 1700 A A /1085 /751 A Des Ld: 37.00 EXP: D HORZ(TL): 0.301 N N 1288 /- A /711 /499 A NCBCLL: 10.00 Mean Height: 15.00 ft Code I Misc Criteria Creep Factor: 2.0 P Wind reactions based on MWFRS Soffit: 0.00 TCDL: 4.0 psf BCDL: 6.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.668 B Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h : TPI Std2014 Max BC CSI: 0.800 AA Brg Width = N Brg Width = - Min Req = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 4.19 ft Rep Factors Used: Yes Max Web CSI: 0.816 Bearings B & AA are a rigid surface. Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCp!: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02,00A.1020.21 Lumber A-B 42 0 G-H 3178 -4095 B - C 319 -336 H -1 1947 -2404 Top chord: 2x4 SP #2; C - D 1131 -1566 I - J 2053 -2564 Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; D - E `" 3285 -4310 J - K 1707 -2071 E - F 3442 - 4331 K - L 1591 -1784 Purlins F - G 3206 -4133 L - M 1441 -1808 In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind B -AA 62 -51 T - S 2588 -1893 Right end vertical not exposed to wind pressure. 46 Z - Y 346 - 451 S - R 2588 -1893 Additional Notes Y - X 56 -41 R - Q 2448 -1817 W U 35-2 Q - O 1656 -12 Provide hanger or special connection at right end of -33 V - T 44 33 P - N 16 -7 7 truss for 1288 lbs. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Z -AA 1345 -1638 U - T 2948 - 2110 Z - C 1336 -1589 H - T 1055 -1355 C - Y 1939 -1421 T - I 289 - 309 Y - D 1052 -1287 I - R 119 - 40 Y - W 1595 -1156 R - J 254 - 21 D - W 2496 -1863 J - Q 578 - 648 E-W 303 -137 Q-K 715 -441 W-X 69 0 K-O 156 -174 W- F 972 - 856 O- P 104 0 RICHARDA. SIVER F -U 857 -669 O-L 409 -214 P.E. G- U 153 - 70 O- M 1671 -1270 U-V 32 0 O-N 1 -9 #65698 U - H 2O29 -1475 M - N 1067 -1238 -WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin handlin sh' Ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, b TPI an�'SBCA) for safPeiy practices prior to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper�y attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Appfy plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. Defer to WOOD STEEL OR TIMBER drawings 16OA-Z for standard plate positions. ROOF FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pageSEBRING, FL 33870 listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability (863)385-8242 and use of this gnawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Job Number: 91191 Ply: 1 SEQN: 30664 / T56 / HIPS .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: AS Wgt: 253.4 Ibs .. / ... 03/04/2021 15, -i- 24'5-1/4" -{- 6'6-3/4"---� 5p 6 T3 ab 6 T3 F b T3 �Gb T 12 T2 5 T4 p W W W W Hs f_ 95X6 C (a) 0 T1 W4 W4 W4 W3 W W2 W6 =3AX8(A1) B Q B1 P 0 N B2 M L K B2 J 1 2X4=3X4=H0308 =3X4 =3X4 =-0308 =4X4 =4X5 F"2'-� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria AM aximurn Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Lldefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.257 N 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1845 /- !- /1245 1708 /321 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.478 N 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.077 1 - - 1 1720 /- /- /893 /681 A Des Ld: 37.00 EXP. D HORZ(TL): 0.143 1 Wind reactions based on MWFRS Code I Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 - Soffit: 0.00 BCDL: 6.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.798 I Br Width = - Min Re g q - " Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.407 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Max Web CSI: 0.961 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 42 0 E - F 2429 - 3019 GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE, HS B - C 2653 -3802 F - G 1846 -2220 Lumber Top chord: 2x4 SP #2; T2 2x4 SP M-31; Bot chord: 2x4 SP M-31; Webs: 2x4 SP #2; Bracing (a) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 1720 Ibs. RICHARD A. SIVER P.E. #65698 C - D 2507 - 3317 G - H 966 -1225 D - E 2450 - 3019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 3450 - 2581 M - L 2767 - 2084 Q - P 3406 - 2703 L - K 2767 - 2084 P - O 2778 - 2120 K - J 1570 -1203 O - N 2778 - 2120 J -1 12 - 20 N - M 3163 - 2374 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Q- C 260 0 M- F 468 -207 C - P 557 - 487 F - K 866 -1006 P - D 494 - 226 K - G 1195 - 754 D - N 442 -224 G - J 957 -1104 N - E 336 - 266 J - H 1534 -1087 E - M 326 - 265 H - 1 1375 -1700 —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, b TPI an SBCA) fog safety practices poor to performing these functions. Installers shall provide temporarryv bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ii id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, SCOSTA CORPORATION as applicable. Apply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Defer to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, , SEBRING, FL 33870 listing this drawing, indicates acceptance of proiessonaengineering responsibility solely, for the design shown. The suitability (863)385-8242 and use of this yawing for any structure Is a responsibility of the 9uilding Designer per ANSI/TPI 1 Sec.2. IJob Number: 91191 Ply: .N&A LObNSTRR CTION /JURADO/COD /KCD I 9t �242.2 Ibs FROM; 30666 / T69 /HIPS I DRW:Truss/ 03l04/2021 I i 13' T 12 ` 5 p a 05X6 C T1 W2 3AX8(A1) B P B1 0 0P2X4 -3X4 28'5-1/4" 65X6 =-5X6 =5X6 p T3 E T3 F N M B2 L K mH0308 =-3X4 ==3X4 =H0308 46' =5X6 G Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DenICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.286 E 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1845 A P /1223 /711 /282 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.531 E 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.085 1 - - 1 1720 P /- /870 1741 /- Des Ld: 37.00 EXP: D HORZ(TL): 0.158 I - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft CreepFactor: 2.0 B Big Width = 8.0 Min Re 1.5 q Soffit: 0.00 TCDL: 4.0 psf BCDL: 6.0 psf P Bldg Code: FBC 2017 RES Max TC CSI: 0.665 1 Brg Width = - Min Req = - Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.468 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Max Web CSI: 0.987 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 13.00 ft FT/RT:20(0)!10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 42 0 E - F 2723 -3482 GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE, HS B - C 2682 -3743 F - G 1829 -2300 C - D 2715 -3674 G - H 114 -68 Lumber D - E 2662 - 3385 Top chord: 2x4 SP #2; T3 2x4 SP M-31; Bot chord: 2x4 SP M-31; Webs: 2x4 SP #2; Bracing (a) 1 x4 #2 SYP, HF,OR SPF 'T' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.11SW.5",min.)nails @ 6" oc. (b) 2x4 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun (0.128"xT%min.)nails @ 6" oc. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 1720 lbs. RICHARD A. SIVER P.E. #65698 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 3398 - 2614 M - L 3660 - 2779 I P - 0 3436 - 2728 L - K 3144 - 2412 O - N 2943 - 2292 K - J 3144 - 2412 N - M 2943 - 2292 J - 1 1275 -1002 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 190 -56 L-F 539 -211 C - 0 392 - 282 F - J 1158 -1288 O - D 506 - 267 J - G 1562 - 991 D - M 673 - 333 G -1 1549 -1962 M - E 486 -420 H - 1 237 -138 E - L 358 -272 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reuire extreme care in fabricating, handlin shi�pting, installing and bracing., Refer to and follow the latest edition of BCSI (Building ComponentSafety. Information, b TPI anr7 SBCA) fo'r sa e y practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10, SCOSTA CORPORATION as applicable. Apply lates to each face oftrussand position as shown above and on the Joint -Details, unless noted otherwise. f�efer to WOODS EEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR BUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page, , SEBRING, FL 33870 listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability (863)385-8242 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 91191 Ply: 1 SEQN: 3066E / T70 / HIPS .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A3 Wgt: 235.2lbs / ... 03/04/2021 32'5-1/4" _1263/4 { _5X6 =5X6 =5X6 D T2 E T2 F T2 =5X6 G T2 -5X6 H 12 T3 011112X4 T5 � T T1 W W W W Z�i2X4C (a W m v W3 W3 W3 W3 M W4 0 W1 of ro B1 Q P O— B2 N M L B2 K o J 1 =3X4 mH0308 =3X4 =H0308=3X4 =4X6 46' f` 2' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.351 N 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.653 N 842 240 B 1847 A A /1196 /1092 /269 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.096 J - - J 1721 A A /843 /1015 /- Des Ld: 37.00 EXP: D HORZ(TL): 0.178 J - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.704 P J Brg Width = - Min Req = - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.444 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Max Web CSI: 0.850 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 13.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 42 0 E - F 3205 -4241 Wind Duration: 1.60 WAVE, HS VIEW Ver: 20.02.00A.1020.21 B - C 2914 -3836 F - G 2808 -3706 Lumber C - D 2645 -3560 G - H 1590 -2070 D - E 2870 -3710 H - 1 60 -35 Top chord: 2x4 SP M-31; T1,T3 2x4 SP #2; Bot chord: 2x4 SP M-31; Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing B - Q 3110 -2427 N - M 4162 -3131 (a) lx4 #2 SYP,HF,OR SPF'T' reinforcement. 80% Q - P 3110 -2427 M - L 4108 - 3131 length of web member. Attach with 8d Box or Gun P - O 3110 -2427 L - K 3889 --694 (0. 11 3"x2.5",min.)nails @ 6" oc. O - N 4177 - 3175 K - J 889 -694 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC Maximum Web Forces Per Ply (Ibs) @ 24" oc Webs Tens.Comp. Webs Tens. Comp. Wind C-Q 444 -289 F-L 638 -692 Right end vertical not exposed to wind pressure. Q - D D - O 910 - 82 - 564 L - G G - K 1339 510 39 -1575 Additional Notes O - E 651 -708 K - H 1790 -1208 E - N 2- H - J 142-1 WARNING: Furnish a copy of this DWG to the N - F 225 42 2 I - J 128 76 -76 installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 1721 lbs. RICHARD A. SIVER P.E. #65698 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin , shi Ing, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI SBCA) for to these functions. Installers temporary and satetI practices pnor performing shall provide bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 87 or 810, SCOSTA Apply Details, i2efer CORPORATION as applicable. plates to each face of truss and position as shown above and on the Joint unless noted otherwise. drawings 160A-Z for standard plate positions. to WOOD STEEL OR TIMBER ROOF bR FLOOR TRUSSES Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawin� indicates for the design The SEBRING, FL 33870 acceptance of professional engineering responsibility solely shown. and use of this cawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. suitability (863)385-8242 For more information see this mob's general notes page and these web sites: ALPINE: www.alalnel : TPI: ' s • SBCA: sbc : IM iccsafe.om Job Number: 91191 Ply: 1 1 SEQN: 306701 T68 / HIPS .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A2 I Wat: 254.81bs I ... / ... 03/04/2021 9' �- 36'5-1/4" 12 D=6X6 T2 EX6 = FX6 G 6 5 p — a2X4 T7 C W W W = A f-2'..,I Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber O N -4X4 -H0510 B2 3X4 ==HO510 K3X5 Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.60 ft Loc. from endwall: not in 6.50 ft GCpi: 0.18 Wind Duration: 1.60 Top chord: 2x6 SP #2; T1 2x4 SP #2; Bot chord: 2x4 SP M-31; Webs: 2x4 SP #2; W4 2x6 SP #2; Bracing (a) 1x4 #2 SYP,HF,OR SPF "P' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",mtn.)nails @ 6" oc. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 1720 lbs. **IMPORTANT** of 'im 1;orforn acceptance any structure Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE,HS 46' Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.471 M 999 360 VERT(TL): 0.875 M 628 240 HORZ(LL): 0.111 1 - - HORZ(TL): 0.207 1 Creep Factor: 2.0 Max TC CSI: 0.622 Max BC CSI: 0.555 Max Web CSI: 0.891 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 =6X6 J -5X6 TT Iv 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1847 /- /- /1164 /1091 /283 1 1720 /- /- /833 /990 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 1 Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 42 0 E- F 3841 - 5273 B - C 2835 - 3807 F - G 3261 - 4514 C - D 2772 - 3678 G - H 1402 - 2006 D-E 3212 -4313 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 3454 - 2817 M - L 5188 - 3898 P - O 3287 - 2606 L - K 5188 - 3898 O - N 5133 - 3925 K - J 3608 - 2761 N - M 5133 - 3925 J - 1 42 - 47 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - P 253 -120 F - K 820 - 869 P - D 272 - 94 K - G 1166 - 644 D - O 1325 - 821 G - J 1750 - 2064 O - E 957 -1057 J - H 2443 -1686 E - M 329 - 88 H - 1 1281 -1684 M-F 268 -51 ALL NOTES ON THIS DRAWINGI LL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing. Refer to and follow the latest edition of BCSI (Building actices pnor to performing these functions. Installers shall provide temporary property attached structural sheathing and bottom chord shall have a propperly :straint of webs shall have bracing in BCSI B3, B7 B10, per sections or as shown above and on the Joint -Details, unless noted Otherwise. defer to SCOSTA CORPORATION WOOD STEEL OR TIMBER ROOF bR FLOOR TRUSSES not be responsible for any deviation from this drawing any failure to build the and bracing of trusses. A seal on this drawing or cover page 3670 COMMERCE CENTER DRIVE �installation , ' engineering respo �srb)Ilty solely forth ode sign shown. The suitability SEBRIRG, FL 33870 (863)385-8242 Job Number: 91191 Ply: 2 SEQN: 30660 / T2 / HIPM .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: Al Wgt: 679.01bs / ... 03/04/2021 2 Complete Trusses Required T 39' _t 12 --8X8 =10X10 =10X10 5 p C T2 D T2 E T2 =10X10 F T3 0 _ G T1 4X4(A3) W2 W2 W2 =4X4(A3 W2 W3 A �v P 0 B1 N M B2 L K J— B2 I H �2X4 �5X10=H0710 =4X5 =H0710 =5X10 1114X16 46' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.480 L 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.913 L 602 240 P 3551 /- A P /2042 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.073 H - - H 3585 /- /- P /1998 /- EXP: D HORZ L : 0.139 H Des Ld: 37.00 ) Wind reactions based on MWFRS Mean Height: 11.46 ft NCBCLL: 0.00 Code / Misc Criteria Creep Factor: 2.0 P Brg Width = 8.0 Min Req = 1.5 TCDL: 4.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.593 6.0 psf H Brg Width = - Min Req = - Load ion: MWFBCD Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.377 Bearing P is a rigid surface. Spacing: 24.0 " C&C Dist a: 4.58 ft Rep Factors Used: No Max Web CSI: 0.774 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 21 -21 D - E 4117 -7589 Wind Duration: 1.60 WAVE, HS VIEW Ver: 20.02.00A.1020.21 B - C 2365 -4287 E - F 3623 -6695 Lumber C - D 3115 -5798 F - G 1538 -2979 Top chord: 2x8 SP 2400f-2.0E; T1 2x4 SP #2; Bot chord: 2x8 SP 2400f-2.OE; Maximum Bot Chord Forces Per Ply (Ibs) Webs: 2x4 SP #2; W3 2x6 SP #2; Chords Tens.Comp. Chords Tens. Comp. Nailnote B - 0 3954 -2171 L - K 7606 -4338 O - N 3811 -2153 K - J 7606 -4338 Nail Schedule:0.148"x3.25", min. nails N - M 7247 -4166 J - I 5385 -3140 Top Chord: 1 Row @12.00" o.c. M - L 7247 -4166 1- H 37 -28 Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply (Ibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Loading O-C 224 -29 E-J 815 -1040 #1 hip supports 7-0-0 jacks with no webs. C - N 2279 -1102 J - F 1495 - 551 N - D 1203 -1655 F - I 1828 - 2745 Purlins D- L 390 0 I- G 3290 -1689 In lieu of rigid ceiling provide lateral bracing to brace BC L - E 252 -20 G - H 1002 -1727 @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. RICHARD A. SIVER Provide hanger or special connection at right end of truss for 3585 lbs. P.E. —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatin , handh , shi Ing, installing, and bracing. Refer to and follow the latest edition of Componenl Safety Information, b TPI SBCA) for to these functions. Installers BCSI (Building tempos an� salPety practices poor performing shall provide bracing per BCSI., Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper attacheri ri id ceilln Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATTOIV as applicable. Apply plates to each face ofPtruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF A FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRIVE truss in ANSII� PI 1, for handling installation bracing trusses. A this drawing conformance with or shipping, and of seal on or listing this drawing indicates acceptance of profess ona engineering responsibility solely for the design shown. and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. cover page, , The suitabdlty SEBRING, FL 33870 (863)385-8242 For more information see this Ws neneral notes page and these web sites: ALPINE: e' co : TPI: ' s o : SBCA: s c' s co : ICC: 'ccsafe.ora IJob Number: 91191 —]-Aly. T &A CONSTRRUss Label: TION /JURADO/COD /KCD gt '225.4 Ibs I FROM; 30711 / T14 /HIPS DRW:/ 03/04/2021 i - . 13' -i 24'4-15/16" T ,2 5 p IN T1 1 =3X8(A1) B A P 0o2X4 �- 2' —{ Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " mD 6 T3 E 6 T3 5FX6 T4 5GX6 O N M B2 L K J =3X4 =H0308 =3X4 =3X4 -H0308 a4X4 41'11-1/8" 4'6-3/16" -- 1 1112X4 I Wind Criteria Snow Criteria (Pg.Pf in PSF) DeflICS1 Criteria ♦ Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Speed: 159 mph Pf; NA Ce: NA VERT(LL): 0.230 M 999 360 Loc R+ / R- / Rh / Rw / U / RL g 1695 A /- /1131 /654 /280 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.428 M 999 240 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 1 - - 1 1567 A P 1786 /669 A EXP: D HORZ(TL): 0.1241 Wind reactions based on MWFRS Code / Misc Criteria Mean Height: 15.00 ft Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 BCDL: 4.0 psf BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.838 1 Brg Width = - Min Req = - MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.395 Bearing B is a rigid surface. C&C Dist a: 4.19 ft Rep Factors Used: Yes Max Web CSI: 0.905 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 13.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 42 0 E - F 2276 - 2867 GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE, HS B - C 2370 -3380 F - G 1564 -1933 Lumber C-D 2378-3180 G-H 113 -65 D - E 2289 - 2871 Top chord: 2x4 SP #2; T4 2x4 SP M-31; Bot chord: 2x4 SP M-31; Webs: 2x4 SP #2; Bracing (a) 2x4 #3 or better'T" reinforcement. 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at right end of truss for 1567 Ibs. a division of Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 3075 - 2344 M - L 3033 - 2300 P - O 3135 -2507 L - K 2586 -1979 O - N 2584 - 2012 K - J 2586 -1979 N - M 2584 - 2012 J -1 1139 - 891 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp P-C 261 -84 L-F 471 -211 C - O 435 -331 F - J 980 -1093 O - D 491 - 233 J - G 1326 - 839 D - M 485 - 216 G - 1 1383 -1765 M - E 345 - 270 H -1 235 -135 E - L 327 - 278 RICHARD A. SIVER P.E. #65698 4NING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS in fabricating, handlin , shppting, installing,and bracing. ,Refer to and follow the latest edition of BCSI (Building r, b TPI an SBCA) for sa e y practices poor to pertorming these functions. Installers shall provide tempos d .herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propps {r y 1s shown for ermanes lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, SCOSTA CORPORATION each face ofPtruss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to WOOD STEEL OR TIMBER plate p0SIfI0nS. ROOF bR FLOOR TRUSSES any failure to build the 3670 COMMERCE CENTER DRIB g or cover page SEBRING, FL 33870 in. The suitability (863)385-8242 Job Number: 91191 Ply: 1 SEQN: 30714 / T13 / HIPS .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A23 Wgt: 228.2 Ibs / ... 03/04/2021 11' 28'4-15/16" 2'6-3/16 GD6 E4O F6 G5 T2 H6T3 12 O T5 l7 11112X4 T T1 W W W W W it I�3X4C `O W4 W4 W4 W4 r; W2 =3X%A1) B WS o ie) A — — R 81 Q P 0� B2 N M L— B2 K o J — 1 02X4 =3X4 =H0308 =3X4 =H0308 =4X5 41'11-1/8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udef1 U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.256 E 999 360 Loc R+ / R- / Rh . / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.475 E 999 240 B 1695 /- /- /1107 /1001 /271 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 J - - J 1667 /- /- /763 /926 /- Des Ld: 37.00 EXP' D HORZ(TL): 0.137 J Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 TCDL: 4.0 psf B Brg Width = 8.0 Min Req = 1.5 Soffit: 0.00 BCDL60 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.622 :. P J Brg Width = 3.5 Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.401 Bearings B & J are a rigid surface. Spacing: 24.0 " C&C Dist a: 4.19 ft Rep Factors Used: Yes Max Web CSI: 0.827 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 42 0 E - F 2686 - 3517 Wind Duration: 1.60 WAVE, HS VIEW Ver: 20.02.00A.1020.21 B - C 2350 -3371 F - G 2335 -3045 Lumber C - D 2378 - 3182 G - H 1351 -1730 Top chord: 2x4 SP #2; T2 2x4 SP M-31; D - E 2475 -3171 H - 1 59 -33 Bot chord: 2x4 SP M-31; Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. Purlins B - R 3071 -2355 N - M 3425 -2584 In lieu of rigid ceiling provide lateral bracing to brace BC R - Q 3137 - 2550 M - L 3425 - 2584 24" oc Q - P 2749 - 2155 L - K 2557 -1958 Wind P-0 2749 -2155 K-J 791 -619 Right end vertical not exposed to wind pressure. O - N 3498 - 2664 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C 312 - 94 F - L 567 - 624 C - Q 378 - 287 L - G 801 - 460 Q - D 351 -130 G - K 1154 -1358 D - 0 693 -408 K - H 1540 -1043 O - E 609 - 537 H - J 1290 -1644 E-N 163 -57 I-J 126 -74 N - F 224 - 52 RICHARD A. SIVER P.E. #65698 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handlin sh! ping, installing, and bracing., Refer to and follow the latest edition of BCSI (Building Componen� Safety Information, bVV TPI an� SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracing BCSI. Unless have bottom have per noted olherwise,top chord shall properly attached structural sheathinq and chord shall a properly attacheri rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 810, SCOSTA as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to CORPORATION drawings 16OA-Z for standard plate positions. WOOD STEEL OR TIMBER ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 truss in conformance with ANSIl� PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page COMMERCE CENTER DRIVE SEBRING, FL 33870 listing this drawin� Indicates acceptance of profession engineering responsibility solely for the design shown. The suitability (863)385-8242 and use of this yawing for any structure is the responsibility of the euiiding Designer per ANSI/TPI 1 Sec.2. For more inf=alion see this job's genemi notes page and these web sites: ALPINE: ei co • TPI: ' st • SBCA: s c' s • ICC: 'ccsa e Job Number: 91191 Ply: 1 SEQN: 30716 / T81 / HIPM .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A24 Wgt: 214.21bs / ... 03/04/2021 9' 32'11-1/8" _I oT2 E 6 T2 E6 T2 G 6 12 D T3 H 5 p T T1 W W W W W �2X4 W3 W3 W3 W3 W4 =3X8(A1) B W1 d l� A B1 P 0 N B2 M L K 82 J l =3X4 -H0308 =3X5 =3X4 =H0308 =3X5 =5X6 p13X61 41'11-1/8" �— 2' —{ Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.345 M 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.641 M 782 240 B 1695 /- /- /1079 /1001 /283 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.085 1 - - 1 1567 /- /- 1769 /932 A EXP: D HORZ TL : 0.157 1 Wind reactions based on MWFRS Des ( ) .00 Mean Height: 15.00 ft NCBCLL: 10.00 Code I Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 TCDL: 4.0 psf Bid Code: FBC 2017 RES Max TC CSI: 0.615 1 Brg Width = 3.5 Min Req = 1.5 Soffit: 0.00 BCDL: 6.0 psf g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.447 Bearings B & I are a rigid surface. Spacing: 24.0 " C&C Dist a: 4.19 ft Rep Factors Used: Yes Max Web CSI: 0.996 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwail: not in 6.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 42 0 E - F 3136 -4287 Wind Duration: 1.60 WAVE, HS VIEW Ver: 20.02.00A.1020.21 B - C 2585 -3454 F - G 2617 -3611 Lumber C - D 2430 - 3288 G - H 1095 -1564 D - E 2739 -3647 Top chord: 2x4 SP M-31; T1 2x4 SP #2; Bot chord: 2x4 SP M-31; Webs: 2x4 SP #2; Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Puriins B - P 5 -2M - L 4180 -3149 In lieu of rigid ceiling provide lateral bracing to brace BC P - O 290905 - 2320 20 L - K 4180 - 3149 24" oc O - N 2905 - 2320 K - J 2862 - 2191 Wind N-M 4219 -3235 J-1 17 -22 Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - P 297 -159 F - K 727 - 777 P - D 287 - 52 K - G 1024 - 581 D-N 1012 -610 G-J 1497 -1771 N - E 713 - 780 J - H 2O48 -1420 E - M 229 - 68 H - 1 1204 -1538 M - F 256 - 60 RICHARD A. SIVER P.E. #65698 -WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, b TPI and SBCA) fo'r s e y practices pnor to performing these functions. Installers shall provide temp ora bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attacher3 ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, SCOSTA CORPORATION as applicaF3 a. Apply to each face oftrussand position as shown above and on the Joinl9Details, unless noted otherwise. Refs, to WOOD STEEL OR TIMBER plates drawings 16OA-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE truss to conformance with ANSI PI 1, or for handling shippinl, installation and bracing of trusses. A seal an this drawing or cover page SEBRING. FL 33870 , listing this drawing indicates acceptance of proMssiona engineering responsibility solely forthe design shown. The suitability, (863)385-8242 and use of this grawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. For more information see this'oUs general notes pane and these web sites: ALPINE: e' : TPI: ' s : SBCA: s c' d s m • ICC: 'cmaresm Job Number: 91191 Ply: 2 SEQN: 30776 / T55 / HIPM .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A25 Wgt: 620.2lbs / ... 03/04/2021 2 Complete Trusses Required �— 7' 34'11-1/8" _t � C— T2 �10DX10 �1E10 =1 F 10 T3 G 5 _ T1 W I T W2 W2 W2 W2 FQ W3 M =5X6(A1)B 1 A P 81 O N M B2 L K J B2 1 H 1 o2X4 =7X6=4X6 =3X4 =H0710 =4X4 =4X10 1115X14 41'11-1/8" Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.342 L 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.651 L 770 240 P 3233 A /- /- /1864 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.056 H - - H 3271 /- A /- /1823 /- Des Ld: 37.00 EXP: D HORZ (TL): 0.106 H - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 11.46 ft Code I Misc Criteria Creep Factor: 2.0 P Big Width = 8.0 Min Req = 1.5 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.527 P H Br Width = 3.5 Min Re 1.5 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.310 Bearings P & H are a rigid surface. Spacing: 24.0 " C&C Dist a: 4.19 ft Rep Factors Used: No Max Web CSI: 0.627 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 21 -21 D - E 3437 -6330 Wind Duration: 1.60 WAVE, HS VIEW Ver: 20.02.00A.1020.21 B - C 2138 -3858 E - F 2991 -5524 Lumber C - D 2686 -4983 F - G 1271 -2456 Top chord: 2x8 SP 2400f-2.OE; T1 2x4 SP #2; Bot chord: 2x8 SP 2400f-2.OE; Maximum Bot Chord Forces Per PI Ply (Ibs) Webs: 2x4 SP #2; W3 2x6 SP #2; Chords Tens.Comp. Chords Tens. Comp. Nailnote B-O 3555 -1959 L-K 6299 -3589 O - N 3438 -1937 K - J 6299 - 3589 Nail Schedule:0.148"x3.25", min. nails N - M 3438 -1937 J -1 4430 -2579 Top Chord: 1 Row @12.00" o.c. M - L 6099 -3500 I - H 29 -21 Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply (Ibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Loading O-C 219 -40 E-J 701 -909 #1 hip supports 7-0-0 jacks with no webs. C - M 1824 -882 J - F 1285 -483 M - D 959 -1312 F - I 1536 - 2315 Purlins D- L 271 0 I- G 2776 -1429 In lieu of rigid ceiling provide lateral bracing to brace BC L - E 178 0 G - H 914 -1575 @ 24" oc Wind Right end vertical not exposed to wind pressure. RICHARD A. SIVER P.E. #65698 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, b TPI an SBCA) fo'r sa e y practices pnor to performing these functions. Installers shall provide bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall tempos have a proppewr y attached rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Apply plates to each face ofttruss and position as shown above and on the Joinf Details, unless noted otherwise. f7efer to woOD STEEL oR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildincc��Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRIVE truss in ANSIlfPI 1, for handling installation bracing trusses. A this swing conformance with or shipping, and of seal on or listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. cover page, . SEBRING, FL 33870 The suitability (e63)385-8242 and use of this cawing for any structure is the responsibility of the ullding Designer per ANSIITPI 1 Sec.2. For more information see this mob's general notes page and these web sites: ALPINE: o • TPI: ' s o • SBCA: bc' • ICC: Jmsafe.om Job Number: 91191 Ply: 1 SEQN: 30726 / T86 / HIPS .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: B3 Wgt: 98.0 Ibs .. / ... 03/04/2021 �— 2' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 92; Webs: 2x4 SP #2; 10" 1-114" 1-�I'2 10'7-5/8" Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 It TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc 21'8-3/8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DeflICSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.065 1 999 360 VERT(TL): 0.1201 999 240 HORZ(LL): 0.023 G - - HORZ(TL): 0.043 G Creep Factor: 2.0 Max TC CSI: 0.509 Max BC CSI: 0.660 Max Web CSI: 0.152 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 �3X4(A1) ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 932 A /- /596 /561 /226 F 810 A A /449 /464 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 F Brg Width = 4.4 Min Req = 1.5 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 42 0 D- E 1023 -1340 B - C 1069 -1538 E - F 1090 -1511 C - D 1000 -1364 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 1370 - 901 H - G 933 - 527 I - H 933 - 527 G - F 1341 - 893 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 371 - 276 D - G - 424 - 259 I - D 459 - 259 G - E 370 - 261 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handlin shi ing, installing, and bracing., Refer to and follow the latest edition of BCSI (Buildin( Component Safety. Information, b TPI an SBCA) toy safPelp practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF OR FLOOR TRUSSES Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawingq,any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or far handling shipping, installation and bracing of trusses. A seal on this dPawing or cover page , SEBRING, FL 33870 listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability (863)385-8242 and use of this r7�awing for any structure is the responsibility ofthe building Desigrfer per ANSIITPI 1 Sec.2. Job Number: 91191 Ply: 1 1 SEQN: 30724 / T5 / HIPS .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: B2 Wgt: 106.4lbs .. / ... 03/04/2021 �- 2' -- Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 9' 4' Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP M-31; T2 2x4 SP #2; Bot chord: 2x4 SP M-31; Webs: 2x4 SP #2; Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mlsc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 22' Defl/CS1 Criteria PP Deflection in loc Udefl U# VERT(LL): 0.042 H 999 360 VERT(TL): 0.076 H 999 240 HORZ(LL): 0.016 G - - HORZ(TL): 0.029 G Creep Factor: 2.0 Max TC CSI: 0.520 Max BC CSI: 0.240 Max Web CSI: 0.066 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 1 d 1 �--- 2' ---� ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 937 A A /610 /564 /224 E 937 A A /610 /564 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 E Brg Width = 8.0 Min Req = 1.5 Bearings B & E are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 42 0 D- E 978 -1449 B-C 978 -1449 E-F — 42 0 C-D 981 -1159 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -1 1253 - 648 H - G 1146 - 696 I - H 1146 - 649 G - E 1253 - 695 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I-C 293 0 H-D 187 -119 C-H 186 -119 D-G 293 0 —WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricatin , handlin shi Ing, installing,arid bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI anr� SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temp.,. BCSI. Unless noted o�herwise,top chord shall have pfoperiy attached structural sheathin and bottom chord shall have a propper y id ceilin Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, 8 7 of 610, SCOSTA CORPORATION 'ie. Applgyr plate. to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to WOOD STEEL OR TIMBER 60A-Z fof s andafd plate pO.ItiOnS• ROOF A FLOOR TRUSSES Of any failure to build the 3670 COMMERCE CENTER DRI\ g or cover pageSEBRING, FL 33870 in. The suitability (663)385-8242 Job Number: 91191 Ply: 1 SEQN: 30728 / T85 / HIPS .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: B4 Wgt: 100.8 Ibs .. / ... 03/04/2021 9' 4' i8'8-3/8" 21'8-3/8" 2' •--- =3X4(A1) sT� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.043 G 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.078 G 999 240 B 932 A /- /604 /343 /193 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 F - - E 810 A A /458 1281 /- Des Ld: 37.00 EXP: D HORZ(TL): 0.039 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Code I Misc Criteria Creep Factor: 2.0 P B Big Width = 8.0 Min Re 1.5 q = Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.510 E Brg Width = 3.5 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.557 Bearings B & E are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.065 Chord Forces Per PI Maximum Top y (Ibs ) Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 42 0 C - D 1028 -1145 Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 1007 -1431 D - E 996 -1405 Lumber Top chord: 2x4 SP M-31; T2 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Bot chord: 2x4 SP #2; Chords Tens.Comp. Chords Tens. Comp. Webs: 2x4 SP #2; B - H 1238 -786 G - F 1124 -761 Purlins H - G 1136 -790 F - E 1212 -753 In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. H- C 288 0 G- D 206 -129 C-G 196 -129 D-F 284 0 RICHARD A. SIVER P.E. #65698 "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handiIn shi piing, installing and bracing., Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI an SBCA) fo'r sa e y practices pnor to performing these functions. Installers shall provide temporarryv bracing per BCSI. Unless noted dlherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildingq�Components Group Inc.,shall not be responsible for any deviation from this drawin ,any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses. A seal on this d9awrng or cover page, SEBRING, FL 33870 listing this drawing indicates acceptance of professronai engineering responsibility solely for the design shown. The suitability (863)385-6242 and use of this O�awing for any structure is the responsibility of the auilding Desigrier per ANSI/TPI 1 Sec.2. Pn mnro inrn,melinn mn .— ;n6 nn 1 nM n . end 4he web dive. .1 1 ....... d.a.,eta...,,..,. T - ....... -:-1 --- .—. ....... -1...I..d...b....--. inn. Job Number: 91191 Ply: 1 SEQN: 30722 / T99 ! HIPS .N&A CONSTRUCTION /JURADO/COD /KCD Qiy: 1 FROM: DRW: Truss Label: B1 Wgt: 116.2lbs / ... 03/04/2021 =5X8 1112X4 = 5X8 C D T2 E 12 5 p T T T1 W1 W M W1 W2 W1 ro T1 4X6(A1)B F=4X6(A1) �I 1 4 A K B1 J I H B1 G 1 = 1113X5 7X6 1113X5 22' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA - CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.157 D 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.291 D 895 240 K 1693 /- /- /- 11003 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.040 H - - F 1698 A A A /1008 A Des LdEXP: D: 37.00 HORZ(TL): 0.074 H - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 11.46 ft Code / Misc Criteria Creep Factor: 2.0 K Brg Width = 8.0 Min Req = 2.0 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.764 F BWidth 80 Min R2.0 rg = .n e q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.735 Bearings K & F are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.146 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 42 -43 D - E 1973 -3548 Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020,2 BB - C 1942 -3459 E - F 1954 -3471 Lumber C - D 1973 -3548 F - G 42 -43 Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Webs: 2x4 SP #2; Chords Tens.Comp. Chords Tens. Comp. Loading B - J 3136 -1734 I - H 3179 -1754 J - 1 3168 -1742 H - F 3147 -1745 #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and Maximum Web Forces Per Ply (Ibs) 2-1-6 overhang. End jacks have 7-0-0 setback with Webs Tens.Comp. Webs Tens. Comp. 0-0-0 cant and 2-1-6 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 0-0-0 overhang. C - J 633 -163 I - E 453 - 270 Purlins C - I 467 - 284 H - E 646 -176 D - I 441 -425 In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc RICHARD A. SIVER P.E. #65698 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlin , shi ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen� Safety Information, by TPI an � SBCA) for safely practices prior to performing these functions. Installers shall provide temporar% bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper, y attachetl rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applica e. Applgy plates to each face oftruss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF A FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,ang failure to build the 3670 COMMERCE CENTER DRIVE truss in with 1, conformance ANSI PI or for handling shippin ,installation and bracing of trusses. A seal on this �raw`ng or cover page, , SEBRING, FL 33870 listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability, (863)385-8242 and use of this �7�awing for any structure is a responsibility of the uilding Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: e' • TPI: ' s • SBCA: YwAww.sb ndustry.corn: ICC: wwwirosafesm Job Number: 91191 Ply: 1 1 SEQN: 30730 / T87 / HIPS .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: BS Wgt: 113.4lbs I / ... 03/04/2021 8' 6'8-3/8" =j 555X8 1112X4 =4X10 C D T2 E 12 5 W W1 T1 T3 W1 W2 W1 4X16(B3)B F A J B1 I H G 82 1114X6 =8X8 1114X6 i 7' �--- 2' ---- Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Des d:: D Mean Height: 15.00 ft .00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; T1 2x4 SP M-31; Bot chord: 2x6 SP M-14; Webs: 2x4 SP #2; Special Loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -2.00 to 55 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 8.83 TC: From 55 plf at 8.83 to 55 plf at 21.70 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 8.83 BC: From 20 pif at 8.83 to 20 plf at 21.70 TC: 415 lb Conc. Load at 7.03 BC: 435 lb Conc. Load at 7.03 BC: 843 lb Conc. Load at 8.83 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc 21'8-3/8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.140 D 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(TL): 0.259 D 993 240 J 1966 !- /- /- /1134 A Snow Duration: NA HORZ(LL): 0.032 G - - F 1400 /- /- /- /771 /- HORZ(TL): 0.059 G - - Wind reactions based on MWFRS Code I Misc Criteria Creep Factor: 2.0 J Brg Width = 8.0 Min Req = 2.0 Bldg Code: FBC 2017 RES Mau TC CSI: 0.662 F Brg Width = 3.5 Min Req = 1.7 TPI Std: 2014 Max BC CSI: 0.778 Bearings B & F are a rigid surface. Rep Factors Used: Varies by UM&d6ieb CSI: 0.296 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 42 -43 D - E 1987 - 3695 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 2304 -4207 E - F 1619 -2913 C - D 1987 - 3695 RICHARD A. SIVER P.E. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 3822 - 2065 H - G 2629 -1428 I - H 3876 - 2078 G - F 2627 -1432 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 1060 - 269 H - E 1312 - 688 C-H 113 -224 G-E 245 0 D-H 172 -162 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin , shitping, installing,and bracing., Referto and followthe latest edition of BCSI (Building nen Safety Information, b TPI an SBCA) for sa e y practices poor to pertormmg these functions. Installers shall provide temposry er BCSI. Unless noted 0 herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a groppe lr y Srigqld ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per SCSI sections B3. B7 or B10, SCOSTA CORPORATION cable. Appty plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. f5efer to WOOD STEEL oR TIM6ER 1.160 S 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRIVE conformance with ANSIPI1, or for handling shippinq, installation and bracing of trusses. A seal on this tlrawing or cover page, , SEBRING, FL 33870 this drawing, indicates acceptance_ of _professions engineer1gg responsibility solely for the design shown. The suitabrlrty (863)385-8242 Job Number: 91191 Ply: 1 1 SEQN: 30736 / T7 / COMN .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 2 FROM: DRW: Truss Label: D2 Wgt: 84.0 Ibs .. / ... 03/04/2021 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 8'9-5/8" E=_4X4 7-P14" 168" �-- 2' Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category. II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider. 2x4 SP 92; block length = 1.917' Rt Slider., 2x4 SP #2; block length = 1.917' Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Left and right cantilevers are exposed to wind 8'9-5/8" 177-1/4" 1 2' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.037 J 999 360 VERT(TL): 0.067 J 999 240 HORZ(LL): 0.015 C - - HORZ(TL): 0.022 J Creep Factor: 2.0 Max TC CSI: 0.595 Max BC CSI: 0.564 Max Web CSI: 0.327 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw '/ U / RL B 797 /- /- /554 /470 /221 K 766 /- /- /528 /454 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 K Brg Width = 8.0 Min Req = 1.5 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 282 - 947 D - E 469 - 760 K- 1 44 0 E- F 488 - 761 A- B 44 0 F- G 635 - 957 C - D 601 - 910 G - K 174 - 879 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 806 -348 J - H 867 -430 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - C 1400 -1019 J - F 287 - 227 D-J 219 -152 G-H 1343 -861 E - J 362 - 67 -WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI an SBCA) fo'r sa e y practices pnor to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attacheSri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. refer to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF IJR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin�q,any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSIT� PI 1, or for handling shipping, installation and bracing of trusses. A seal on this yawing or cover page, , SEBRING, FL 33870 listing this drawing indicates acceptance of professrona engineering responsibilltty solely for the design shown. The suitability (863)385-8242 and use of this t7cawing for any structure is a responsibility of the uilding Desigifer per ANSIITPI 1 Sec.2. Job Number: 91191 Ply: 1 SEQN: 30738 / T8 / COMN .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: D3 Wgt: 78.4 Ibs I / ... 03/04/2021 1 1: Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 711 Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP 92; Lt Slider: 2x4 SP #2; block length = 1.917' Rt Slider. 2x4 SP #2; block length = 1.917' Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Left and right cantilevers are exposed to wind 8'9-5/8" 8'9-5/8" D=4X4 16'8" 177-1/4" -1 2X4(C6) 6" Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.031 H 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(TL): 0.059 H 999 240 A 676 /- /- /398 /381 /148 Snow Duration: NA HORZ(LL): 0.012 H - - 1 649 A /- /374 /369 A HORZ(TL): 0.023 H Wind reactions based on MWFRS Code I Misc Criteria Creep Factor: 2.0 A Brg Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.244 1 Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.580 Bearings A & G are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.245 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 0 -359 D - E 621 -800 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 776 - 958 E - F 827 -1008 C-D 612 -797 F-G 0 -595 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I- G 540 0 H- G 917 - 660 A - H 854 - 613 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - B 1038 - 839 H - E 349 - 241 C-H 291 -169 F-G 1017 -694 D-H 381 -154 RICHARD A. SIVER P.E. #65698 "*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shitptping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI an SBCA) for sa e y practices pnor to performing these functions. Installers shall provide tempora BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progerwy aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. t�efer to 60A-Z for standard plate positions. a division of any failure to build the 3670 COMMERCE CENTER g or cover page , SEBRING, FL 33870 in. The suitability (863)385-8242 Job Number: 91191 Ply: 1 SEQN: 30740 / T23 / SPEC .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 2 FROM: DRW: Truss Label: D4 Wgt: 72.8 Ibs / ... 03/04/2021 1 1 T 7-3116" 1 i- 8'1-15/16" 82-1 /16" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: D Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Wedge: 2x4 SP #2;Rt Wedge: 2x4 SP #2; Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc a "IMPORTANT" of C=4X4 =UAU 16'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): -0.048 F 999 360 Lu: NA Cs: NA VERT(TL): 0.082 F 999 240 Snow Duration: NA HORZ(LL): -0.023 F - - HORZ(TL): 0.034 F Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.316 TPI Std: 2014 Max BC CSI: 0.616 Rep Factors Used: Yes Max Web CSI: 0.091 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 ) AND FOLLOW ALL NOTES ON THIS DRAWINGI DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 614 /- /- /336 /352 /138 G 614 /- /- /337 /352 A Wind reactions based on MWFRS A Brg Width = 8.0 Min Req = 1.5 G Brg Width = 8.0 Min Req = 1.5 Bearings A & G are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 871 -1062 C - D 645 - 821 B - C 645 - 821 D - E 872 -1064 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - F 932 - 712 F - E 933 - 713 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - F 359 - 233 F - D 361 - 235 C - F 404 -172 incLComponents Group Inc.,shall not be responsible for any deviation from this drawing ,any failure to build the 314PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page Ps acceptance of protesslonal engineering responsibility solely for the design shown. The suitability rr any structure is the responsibility of the uilding Designer per ANSIITPI 1 Sec.2. 3670 COMMERCE CENTER SEBRING, FL 33870 (863)385-8242 Job Number. 91191 Ply: 1 SEQN: 30571 / T6 / GABL I .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: D1 I Wgt: 70.0 Ibs .. / ... 03/04/2021 r IW 12" 81-1/8" D=4X4 3-T/1 6" 17'3-11/16" r Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/ TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 2X4 except as noted Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @24"oc Wind Left and right cantilevers are exposed to wind Additional Notes See standard gable detail for more requirements. PLATING NOTES All plates are 2X4 except as noted. 17'7-1/4" Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.011 L 999 360 VERT(TL): 0.021 L 999 240 HORZ(LL): 0.004 H - - HORZ(TL): 0.007 L Creep Factor: 2.0 Max TC CSI: 0.300 Max BC CSI: 0.226 Max Web CSI: 0.075 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 ♦ Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL A" 78 /- A /37 /39 /8 Wind reactions based on MWFRS A Big Width = 204 Min Req = - , Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 137 -169 D-E 130 0 B-C 105 -35 E-F 105 -35 C-D 130 0 F-G 137 -169 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - L 228 - 99 J - 1 246 -105 L - K 243 -104 I - H 243 -104 K - J 246 -105 H - G 228 - 99 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp B - L 452 - 209 I - E 303 - 86 C - K 303 - 86 H - F 452 - 209 D-J 131 -176 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ""IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building men Safety Information, b TPI an SBCA) fo'r safety practices poor to performing these functions. Installers shall provide tempos Ser BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 67 or B10, SCOSTA CORPORATION Able. Apply plates to each face ofPtruss and position as shown above and on the Joint9Details, unless noted otherwise. f�efer to WOOD STEEL OR TIMBER Is 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES a division of ITW Buildincc��Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRI\ conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses. A seal on this 9raWing or cover page SEBRING, FL 33870 this drawing, indicates acceptance_ of professronai engmeerin� responsibility solely for the design shown. The suitabllrty (863)385-8242 Job Number: 91191 Ply: 2 SEQN: 30734 / T4 / HIPM ' I .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: C2 Wgt: 219.8 Ibs .. / ... 03/04/2021 -47 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber �--- 2' --� Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 It TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Top chord: 2x4 SP M-31; T2 2x4 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W5 2x4 SP M-31; W6 2x6 SP #2; Nailnote Nall Schedule:0.148"x3.25", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -2.00 to 55 plf at 7.14 TC: From 28 plf at 7.14 to 28 plf at 9.06 TC: From 55 plf at 9.06 to 55 plf at 16.00 BC: From 20 plf at 0.00 to 20 plf at 7.14 BC: From 10 plf at 7.14 to 10 plf at 16.00 BC: 3585 lb Conc. Load at 7.14 BC: 1720lb Conc. Load at 9.06,11.06,13.06,15.06 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure Additional Notes Provide hanger or special connection at right end of truss for 7250 Ibs. 2 Complete Trusses Required 8'2" -}- 7'10" Snow Criteria (Pg,Pf inPSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 6' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.107 J 999 360 VERT(TL): 0.196 J 973 240 HORZ(LL): 0.018 G - - HORZ(TL): 0.034 G Creep Factor: 2.0 Max TC CSI: 0.385 Max BC CSI: 0.324 Max Web CSI: 0.580 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 fl m ro in 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL K 4387 /- /- /- /2503 A G 7250 A A /- /3730 A Wind reactions based on MWFRS K Big Width = 8.0 Min Req = 1.8 G Brg Width = - Min Req = - Bearing K is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 21 -21 D-E 1813 -3342 B - C 2887 - 5167 E - F 1813 - 3342 C - D 2631 - 4712 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 4740 - 2635 I - H 4357 - 2423 J - 1 4703 - 2617 H - G 26 -14 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp J - C 1165 - 587 E - H 100 - 80 C - 1 623 -1116 H - F 4329 - 2348 D - I 2571 -1475 F - G 1565 - 2846 D - H 797 -1325 -WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin ship Ing, installing, and bracing., Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ana'SBCA) fo) safe y practices poor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppe y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 63, B7 or B10, SCOSTA CORPORATION as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to WOOD STEEL OR TIMBER drawings 160A-Z for sandard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSII� PI 1, or for handling shippmq, installation and bracing of trusses. A seal on this d9awmg or cover page, , SEBRING, FL 33870 listing this drawin indicates acceptance of rofessronal engineering responsibility solely for the design shown. The suitability, (663)385-8242 and use of this fg�awing for any sructure is the responsibility of the uilding Desigrfer per ANSI/TPI 1 Sec.2. Job Number: 91191 Ply: 1 SEQN: 30732 / T21 / HIPM .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: C1 Wgi 75.61bs / ... 03/04/2021 7' 9' _ �-- 2' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.26 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 11.46 It TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading #1 hip supports 7-0-0 jacks with no webs. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at right end of truss for 1287 Ibs. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.061 H 999 360 VERT(TL): 0.115 H 999 240 HORZ(LL): 0.018 F - - HORZ(TL): 0.034 F Creep Factor: 2.0 MaxTC CSI: 0.551 Max BC CSI: 0.642 Max Web CSI: 0.459 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 1 1 fl co 0 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- !Rh /Rw /U /RL B 1174 /- /- /- /715 /- F 1287 /- !- /- /712 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 F Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 42 - 43 C - D 845 -1522 B - C 1181 - 20a4 D - E 845 -1521 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-H 1861 -1025 G-F 15 -8 H - G 1891 -1032 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 605 -142 G - E 1803 -1001 C - G 224 - 442 E - F 757 -1199 D - G 563 - 553 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handl!n , shi ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temposry BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly iid ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION e. Appfy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer tc WOOD STEEL OR TIMBER 60A-Z for standard plate positions. ROOF bR FLOOR TRUSSES of any failure to build the 3670 COMMERCE CENTER DRIB g or cover page SEBRING, FL 33870 in. The suitability (863)385-8242 Job Number: 91191 Ply: 1 SEQN: 30762 / T33 / HIP_ N&A CONSTRUCTION /JURADO/COD /KCD Qty: 6 FROM: DRW: Truss Label: CJ10 Wgt: 40.6 Ibs / ... 03/04/2021 T 3-3/4' i _, �- 2'9-15/16" 9'10-13/16" mi M - N 00 M O �Y Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.194 F 601 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.351 F 333 240 B 494 /- /- /- /341 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.044 C - - E 309 /- /0 /- /90 /0 EXP: D HORZ TL 0.080 C Des 00 ( ) D 243 /- /- /- /221 A Mean Height: 15.00 ft NCBCLL: 00.0.00 Code I Misc Criteria Creep Factor: 2.0 TCDL: 4.0 psf Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.734 Soffit: 0.00 BCDL: 6.0 psf B Brg Width = 11.3 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.627 E Brg Width = 1.5 Min Req = - D Brg Width Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.109 p 9� i id1. Bearing B is a rigid surface. Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00AA020.21 Lumber A - B 46 -40 C - D 69 -62 B - C 348 -622 Top chord: 2x4 SP #2; Bot chord: 2x4 SP M-31; Webs: 2x4 SP 92; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loading B- G 565 -307 F- E 0 0 Hipjack supports 7-0-0 setback jacks with no webs. G - F 537 - 301 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC Maximum Web Forces Per Ply (Ibs) @ 24" oc Webs Tens.Comp. Webs Tens. Comp. Additional Notes G - C 468 -96 C - F 449 -791 Provide (2) 16d toe -nails at top chord. Provide (3) 16d toe -nails at bottom chord. RICHARD A. SIVER P.E. _ #65698 -WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin sh!ptping, installing, and bracing., Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI anti SBCA) fo'r saaffe y practices poor to performing these functions. Installers shall provide temposry bracing BCSI. Unless have bottom have Ir per noted oherwise,top chord shall properly attached structural sheathing and chord shall a groppe y attached rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bioting installed per BCSI sections B3, B7 or 610, SCOSTA CORPORATION as applicable. Applgy plates to each face ofPtruss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to drawings 160A-Z for standard plate positions. WOOD STEEL OR TIMBER ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI/ PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page SEBRING, FL 33870 solely. listing this drawing indicates acceptance of professional engmeerin� responsibility solely for the design shown. The suitability (663)385-8242 gnawing and use of this for any structure is a responsibility of the uilding Designer per 1 Sec.2. Job Number: 91191 Ply: 1 1 SEQN: 30767 / T18 / HIP_ .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: CJ9 Wgi 32.2 Ibs .. / ... 03/04/2021 12 3.54 p 2X4(A1) B T 3-3/4" A 2'9-15/16" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP M-31; Bot chord: 2x4 SP #2; Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading Hipjack supports 6-4-0 setback jacks with no webs. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes Provide (3) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 8'11-1/2" Defl/CSI Criteria PP Deflection in too L/defl L!# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.021 D HORZ(TL): 0.038 D Creep Factor: 2.0 Max TC CSI: 0.542 Max BC CSI: 0.628 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 lei T (0 ti CN i E 1 L9 1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 437 !- /- /- /308 /- D 128 /- /- /50 /- /- C 313 !- /- A 1296 /- Wind reactions based on MWFRS B Big Width = 11.3 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Big Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 45 - 39 B - C 89 - 84 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING] -IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, hand[*,, , ship mg, installing, and bracing., Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and SBCA) for sate y practices poor to performing these functions. Installers shall provide tempos bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, kefer to wODD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSIT� PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page, , SEBRING, FL 33870 listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability (863)385-8242 and use of thisrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 91191 Ply: 1 SECiN: 30769 / T15 / HIP_ N&A CONSTRUCTION /JURADO/COD /KCD City: 1 FROM: DRW: Truss Label: CJ4 Wgt: 18.2 Ibs .. / ... 03/04/2021 12 C 3.54 p T1 2X4(A1)B o TT _ 3-116" CV A B1 D Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading I 2'9-15/16" Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 The following trusses need concentrated loads at the end of their overhangs: 3-0-0 spanisetback member on the 0-1-2 cant side requires 41 Ibs and the 3-0-0 span/setback member on the 0-1-2 cant side requires 41 Ibs. Sub -fascia beam assumptions: 5-0-0 sub -fascia beam on the 0-1-2 cantilever side. 5-0-0 sub -fascia beam on the 0-1-2 cantilever side. Hipjack supports 3-0-0 setback jacks with 0-1-2 cantilever one face; 0-1-2 cantilever opposite face. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Left cantilever is exposed to wind Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. 1-9/I 6" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mist; Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/l 0(0) Plate Type(s): WAVE 4'2-15/16" -I Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.006 D HORZ(TL): 0.008 D Creep Factor: 2.0 Man TC CSI: 0.717 Max BC CSI: 0.206 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 P.E. #65698 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 288 /- /- /- /235 /- D - /-6 P /37 P P C 28 P P P /28 /- Wind reactions based on MWFRS B Brg Width = 9.8 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 45 -39 B-C 21 -21 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 in Locations snown ror ermanem lateral restraint or wens snaii nave Draan instauec per rswl sections es, et or eiu, SCOSTA CORPORATION pp y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Defer to WOOD STEEL OR TIMBER for standard plate positions. ROOF bR FLOOR TRUSSES of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRIVE ncewith ANSI/gfPI 1, or for handling shippin, installation and bracing of trusses. A seal on this drawing or cover page. , SEBRING, FL 33870 in� indicates acceptance of professional engineering responsibility solely for the design shown. The suitablllty (863)385-8242 i yawing for any structure Is a responsibility of the auilding Designer per ANSI/TPI 1 Sec.2. Job Number: 91191 Ply: 1 SEQN: 30742 / T31 / EJAC .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 47 FROM: DRW: Truss Label: EJ7 Wgt: 23.8 Ibs / ... 03/04/2021 Is] 12 5 T1 717 2V) Cr) O 2X4(A1) B v T 4" A 61 D Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; 2' 7' Wind Criteria Wind Sid: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. a division of Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.014 D HORZ(TL): 0.023 D Creep Factor: 2.0 Max TC CSI: 0.815 Max BC CSI: 0.480 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 397 /- /- /338 /215 /229 D 124 P b /67 P /- C 163 A !- /105 /185 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Big Width = 1.5 Min Req = - C Big Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 42 0 B-C 63 -149 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 RNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS in fabricating, handlin , sh�p!ing, installing and bracing. Refer to and follow the latest edition of SCSI (Building 1, by TPI an SBCA) for sa ay practices prior to performing these functions. Installers shall provide temporardy d ojherwise,top chord shall have properly attached structural sheathingg and bottom chord she have a groppe y is shown forparm0 t lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, SCOSTA CORPORATION each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to WOOD STEEL OR TIMBER plate pOSIIIOnS. ROOF A FLOOR TRUSSES failure to build the 3670 COMMERCE CENTER DRI) g or cover page, , SEBRING, FL 33870 in. The suitabllrty (863)385-8242 rFPI 1; ortor h acceptance any structure Job Number: 91191 Ply: 1 SEQN: 26392 / T32 / EJAC .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 2 FROM: DRW: Truss Label: EJ7A Wgt: 21.0 Ibs / ... 03/04/2021 =2X4(A Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. D Des Ld: 37.00 Des d:: D Mean Height: 15.00 ft .00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. 7' Snow Criteria (Pg,Pt in PSO Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.019 C HORZ(TL): 0.032 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.875 TPI Std: 2014 Max BC CSI: 0.527 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.19 RICHARD A. SIVER P.E. #65698 B ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL A 269 /- /- /179 /112 /186 C 127 /- /- /77 /- P B 172 /- A /117 /194 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req = 1.5 C . Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 66 -164 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shtping, installing and bracing., Refer to and follow the latest edition of BCSI (Building Componen Safety Information, b TPI an SBCA) fo'r sa e y practices poor to pertormmg these functions. Installers shall provide temporar� bracing per BCSI. Unless noted o herwise,top chord shall have property attached structural sheathingg and bottom chord shall have a propper y attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bioting mslalled per SCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Apply plates to each face ofPtruss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page, SEBRING, FL 33870 listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability (863)385-8242 and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 91191 Ply: 1 1 SEQN: 30746 / T57 / EJAC ' I .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: EJ6 Wgt: 23.8 Ibs .. / ... 03/04/2021 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SIP #2; Bot chord: 2x4 SP #2; 2' 6'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 It TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.009 D HORZ(TL): 0.016 D Creep Factor: 2.0 Max TC CSI: 0.689 Max BC CSI: 0.380 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 C N C6 M ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 374 A /- /324 1157 /152 D 112 A /- /61 A A C 145 /- /- /92 /114 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 42 0 B-C 56 -139 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 -WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handfl shipping, installing, and bracing., Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and SBCA) fo'r safely practices poor to performing these functions. Installers shall provide temporary bracing per Si.BCUnless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached n id ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Apply plates to each faceoftrussand position as shown above and on the Joint Details, unless noted otherwise. kefer to WOOD STEEL OR TIMBER drawings 160A-Z for s andard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc., shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page, , SEBRING, FL 33870 listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability (863)385-8242 and use of this �3�awing for any structure is a responsibility of the 9uflding Designer per ANSI/TPI 1 Sec.2. Job Number: 91191 Ply: 1 SEQN: 30748 / T47 / EJAC .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: EJ6A Wgt: 19.6 Ibs / ... 03/04/2021 =2X4(A 6'4" f 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in P9F) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA A 244 A /- 1162 156 /123 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.012 C C 115 /- /- f70 /- /- EXP: D Des Ld: 37.00 HORZ(TL): 0.023 C - - B 155 /- /- /106 /120 !- Mean Height: 15.00 ft NCBCLL: 10.00 Code! Misc Criteria Creep Factor: 2.0 TCDL: 4.0 psf Wind reactions based on MWFRS Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.749 p A Br Width = 8.0 Min Re 1.5 g q = Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.417 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing A is a rigid surface. Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 Lumber A - B 60 -144 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Purlins A-C 0 0 In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. RICHARD A. SIVER P.E. #65698 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shi ing, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information, by TPI fo'r anr7 SBCA) safPetpy practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI., Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins'alled per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. drawings 160A-Z for standard plate positions. kefer tc OOD STEEL OR TIM WBER ROOF (7R FLOOR TRUSSES Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shippin installation bracing trusses. A this drawing , and of seal on listing this drawin� indicates acceptance of professrona� engineering responsibility solely for the design shown. and use of this yawing for any structure Is a responsibility of the 9uilding Designer per ANSI/TPI 1 Sec.2. or cover page, , SEBRING, FL 33870 The suitability (e63)38"242 Job Number: 91191 Ply: 1 SEQN: 30750 / T28 / JACK .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 13 FROM: DRW: Truss Label: J5 Wgt: 18.2 Ibs .. / ... 03/04/2021 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; T L 2' Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category. II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Puriins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 4' 10-15/16" Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.005 D HORZ(TL): 0.006 D Creep Factor: 2.0 Max TC CSI: 0.509 Max BC CSI: 0.208 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver. 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 Cs] T (0 d) 'ct 1 00 CCM N co 1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 327 /- /- /296 /188 /173 D 85 /- /- /46 P P C 105 /- P /63 /122 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 42 0 B-C 40 -113 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin sh! Ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information, by TPI and SBCA) for safPe y practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro perylr y attachetl ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, $COSTA CORPORATION as applicable. Apply elates to each face ofPtruss and position as shown above and on the Joint9Details, unless noted otherwise. fkefer to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin ,any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shipping, installation and, bracingof trusses. A seal on this dgrawing or cover page, , SEBRING, FL 33870 listing this drawing Indicates acceptance of professional engineering responsbility solely for the design shown. The suitability (863)385-8242 and use of this r7rawing for any structure is the responsibility ofthe building Designer per ANSI/TPI 1 Sec.2. Job Number: 91191 Ply: 1 1 SEQN: 264321 T9 / JACK .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: J4 Wgt: 17.5 Ibs .. / ... 03/04/2021 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; =2X4(A Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category. II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes Provide hanger or special connection at left end of truss for 164 lbs. Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. 12 B 4'2-15/16" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.003 C HORZ(TL): 0.004 C - Creep Factor: 2.0 Max TC CSI: 0.377 Max BC CSI: 0.117 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 RICHARD A. SIVER P.E. #65698 T rn IT 1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 164 /- /- /108 165 /112 C 84 /- /- /52 A P B 98 A /- /66 /117 P Wind reactions based on MWFRS A Brg Width = - Min Req = - C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 38 -107 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 "WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handltn shipping, installing, and bracing., Refer to and follow the latest edition of BCSI (Building Componen� Safety Information, b TPI anc� SBCA) fo'r safety practices poor to performing these functions. Installers shall provide tempos bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attaches] rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or B10, SCOSTA CORPORATION as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to WOOD STEEL oR TIMBER drawings 160A-Z for standard plate positions. ROOF X FLOOR TRUSSES Alpine, a division of ITW Buildincc�Components Group Inc. shall not be responsible for any deviation from this drawl any any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses. A seal on this swing or cover page, , SEBRING, FL 33670 listing this drawin� Indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability (863)385.8242 and use of this yawing for any structure Is a responsibility of the uilding Designer per ANSIITPI 1 Sec.2. Job Number: 91191 Ply: Tru& s LObNSTEJ3CTION /JURADO/COD /KCD I 9t 112.6 Ibs FROM; 30752 ! T61 /JACK I DRW./ 03/04/2021 I 3-15 16" 121 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: > 2h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc, from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. N 31 -I Snow Criteria (Pg,Pf in PSF) Deft/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.003 D HORZ(TL): 0.003 D Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.509 TPI Std: 2014 Max BC CSI: 0.140 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 1.1 7� T_ LO 1 T c�M 4 04 1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 273 A P /271 /174 /95 D 47 P P /37 /9 /- C 46 P P 130 /41 Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width =1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 42 0 B-C 18 -61 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 -WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING[ -IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin shi�pting, installing,and bracing., Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an 'SBCA) fo'r sa e y practices poor to pertorming these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have property attached structural sheathinq and bottom chord shall have a propperly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTallad per BCSI sections B3, B7 or 610, SCOSTA CORPORATION le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, f�efer to WOOD STEEL oR TIMBER 60A-Z for standard plate positions. ROOFFLOOR FLOOR TRUSSES a division of any (lure to build the 3670 COMMERCE CENTER DRI1 or cover pageSEBRING, FL 33870 . The suitability (863)385-8242 Job Number: 91191 Ply: 1 1 SEQN: 30754 / T29 / JACK .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 14 FROM: DRW: Truss Label: J3 Wgt: 12.6 Ibs / ... 03/04/2021 C r. 1 2' - Dim 2'10-15/16" R Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 42; Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.003 D HORZ(TL): 0.003 D Code 1 Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES MaxTC CSI: 0.509 TPI Std: 2014 Max BC CSI: 0.140 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING] **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlinq, shipping, installing and bracing Refer to and follow the latest i a division of ,IFn 1,ortor n acceptance any structure as snown aoove ano on T 00 M i 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 271 /- /- /271 /175 /120 D 45 /- /- /37 /9 /- C 43 P P /31 /55 P Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 42 0 B-C 16 -58 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 of ilure to build the 3670 COMMERCE CENTER or cover page SEBRING, FL 33870 . The suitability (863)385-8242 Job Number. 91191 Ply: 1 SEQN: 30756 / T30 / JACK .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 15 FROM: DRW: Truss Label: J1 Wgt: 7.0lbs .. / ... 03/04/2021 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; 4" W Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. 12 5=2X4(A1) R __-r 2, 10-15/ Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE T 8-9/16" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.001 D Creep Factor: 2.0 MaxTC CSI: 0.875 Max BC CSI: 0.103 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 T W M I ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- !Rh !Rw /U /RL B 316 /- /- /377 /307 /67 D - /-37 !- /58 /54 /- C - /-101 /- /136 /142 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 42 0 B-C 198 -56 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handl!n sh!p ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an c� SBCA) fo(safe y practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperylr y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins3alled per BCSI sections B3, B7 or 910, SCOSTA CORPORATION as applicable. App y plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {tefer to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI/ PI 1, or for handling shlppinq, installation and bracing of trusses. A seal on this drawing or cover page, , SEBRING, FL 33870 listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability, (863)385-8242 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 91191 Ply: 1 SEQN: 30760 / T58 / JACK .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: J1A Wgt: 7.0 Ibs / ... 03/04/2021 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; 3-15TI E 12 5 � =2X4 Al C c JT T 1 8-1/2', A B1 D B Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. 2' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE a—15/1" �6 Defi/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.875 Max BC CSI: 0.103 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 T 00 M r cfl ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 316 /- /- 1377 /307 167 D - /-37 /- /59 /54 /- C - /-100 /- /136 /141 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 42 0 B-C 197 -56 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reuire extreme care in fabricating, handlin sh",ing, installing, and bracing., Refer to and follow the latest edition of BCSI (Building ComponentSafety Information, by TPI pm SBCA) for sa e y practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, SCOSTA CORPORATION as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to vyoOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page, , SEBRING, FL 33870 listing this drawing Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability (863)385-8242 and use of this yawing for any structure is the responsibility ofthe Building Desigrfer per ANSI/TPI 1 Sec.2. IJob Number., 91191 Ply: T &A ss LObNSTRBBUCTION /JURADO/COD /KCD Qty:Wg(163.0 Ibs FROM.:26386 / T3 / HIPM I DRW% 03/04/2021 I 9'4" -}- 3'5-5/8" gqLA4 v 12'9-5/8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): -0.030 E 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.049 E 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.016 E - - Des Ld: 37.00 EXP: D Mean Height: 15.00 It HORZ(TL): 0.026 E NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.441 Load Duration: 1.25 MWFRS Parallel Dist: In to 2h TPI Std: 2014 Max BC CSI: 0.322 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.197 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 18.02.01A.0205.19 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP M-31; T2 2x4 SP #2; Bot chord: 2x4 SP M-31; Webs; 2x4 SP #2; Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at left end of truss for 486 Ibs. RICHARD A. SIVER P.E. #65698 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 486 /- /- 1325 /148 /181 D 476 /- /- /297 /249 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - D Brg Width = 3.5 Min Req = 1.5 Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A-B 317 -733 B-C 0 -10 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - E 579 -422 E - D 290 - 351 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. E - B 505 -109 C - D 161 - 98 B - D 531 - 429 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handl!n , sh!ppting, installing, and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI an SBCA) for saffe y practices poor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheri rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, (tefer to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawindq,any failure to build the 3670 Ca MMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shirpinq, installation and bracing of trusses. A seal on this yawing or cover page, , SEBRING, FL 33870 listing this drawing Indicates acceptance of profess onel engineering responsibility solely for the design shown. The suitability (863)385-8242 and use of this 9�awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Job Number: 91191 Ply: 1 SEQN: 26385 / T49 / HIPM .NBA CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: B7 Wgt: 63.0 Ibs .. / ... 03/04/2021 T 1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h to 2h CBC Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP M-31; T2 2x4 SP #2; Bot chord: 2x4 SP M-31; Webs: 2x4 SP #2; Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @24"oc Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at left end of truss for 486 Ibs. 8'6-1/2" 12'9-5/8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.024 E 999 360 VERT(TL): 0.037 E 999 240 HORZ(LL): -0.013 E - - HORZ(TL): 0.019 E Creep Factor: 2.0 Max TC CSI: 0.380 Max BC CSI: 0.283 Max Web CSI: 0.236 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 RICHARD A. SIVER P.E. #65698 4'3-1/8" 0 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 486 /- /- /323 /156 /166 D 476 /- /- /286 /254 A Wind reactions based on MWFRS A Brg Width = - Min Req = - D Brg Width = 3.5 Min Req = 1.5 Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 373 -778 B-C 2 -13 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - E 630 - 464 E - D 355 - 418 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E-B 510 -75 C-D 195 -121 B - D 544 - 452 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatindq, handling sh' in ],installing, and bracing., Refer to and follow the latest edition of BCSI (Building Componen Safety Information, b TPI an SBCA) toy sa e y practices poor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proppar'{ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins3alled per BCSI sections B3, B7 or BIC SCOSTA CORPORATION as applicable. Appiy plates to each face of truss and position as shown above and on the Joint-Deteils, unless noted otherwise. kefer tc WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses. A seal on this rowing or cover page • • SEBRING FL 33870 listing this drawing indicates acceptance of professrona engineering responsibility solely for the design shown. The suitability, (863)3e5.8242 and use of this Drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. Job Number: 91191 Ply: 1 I SEQN: 26384 / T84 / HIPM .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: B6 Wgt: 58.8 Ibs .. / ... 03/04/2021 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 D Des d:: Mean Height: 15.00 ft .00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at left end of truss for 486 Ibs. a 6'6-1/2" 63-1/8" mi 12'9-5/8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.016 E 999 360 Lu: NA Cs: NA VERT(TL): OA31 E 999 240 Snow Duration: NA HORZ(LL): 0.008 E - - HORZ(TL): 0.015 E Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.535 TPI Sid: 2014 Max BC CSI: 0.472 Rep Factors Used: Yes Max Web CSI: 0.483 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.19 RICHARD A. SIVER P.E. #65698 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 486 /- /- /312 /181 /127 D 476 /- /- /261 /265 A Wind reactions based on MWFRS A Big Width = - Min Req = - D Big Width = 3.5 Min Req = 1.5 Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 574 - 753 B - C 614 - 634 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 647 -649 E-D 15 -15 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - E 337 -125 C - D 502 - 432 E - C 682 - 660 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Mre extreme care in fabricating, handling shi ping, installing, and bracing., Refer to and follow the latest edition of BCSI (Building f Safety Information, b TPI and SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide temporary BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a proppery )id ceilin Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION e. Apply plates to each face oiPtruss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to WOOD STEEL OR TIMBER 60A-Z for standard plate positions. ROOF bR FLOOR TRUSSES ,im l,orrorn acceptance any structure failure to build the 3670 COMMERCE CENTER DRI\ norcovesurtabili SEBRING,FL33870 The ty (863)385-8242 Job Number: 91191 Ply: 2 SEQN: 30649 / T11 / SPEC .N&A CONSTRUCTION /JURADO/COD /KCD City: 1 FROM: DRW: Truss Label: G2 Wgt: 154.0 Ibs / ... 03/04/2021 2 Complete Trusses Required 1 11%X4 A III7Yd =3C4 T7 =nYa D - - 1 04M 5 gampapw IF - SEEM 8'5" N3 10„ 81-1/2„ _I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.065 G 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.118 G 854 240 K 4647 /- /- /- /2041 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 E - - E 2681 /- /- A /1185 !- Des Ld: 37.00 EXP: D HORZ(TL): 0.038 E Wind reactions based on MWFRS Mean Height: 15.00 ft Code I Misc Criteria CreepFactor: 2.0 NCBCLL: 0.00 TCDL: 4.0 psf K Br Width = 3.0 Min Re 2.7 g q Soffit: 0.00 BCDL: 6.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.529 P E Big Width = 3.5 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.721 Bearings K & E are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.909 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. _ GCpi: 0.18 Plate Type(s): A - B 101 -238 C - D 478 -1123 Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 101 -236 Lumber Top chord: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Bot chord: 2x6 SP #2; B2 2x8 SP 2400f-2.OE; Chords Tens.Comp. Chords Tens. Comp. Webs: 2x4 SP #2; W1 2x6 SP #2; K - I 238 -101 H - F 129 -54 Nailnote J-H 128 -54 F-E 3 -2 Nail Schedule:0.148"x3.25", min. nails I - G 195 -85 Top Chord: 1 Row @ 0 Bot Chord: 2 Rows @ 4. 4.50" o.c. .c. (Each Row) Maximum Web Forces Per Ply (Ibs) Webs : 1 Row @ 4" o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. A - K 128 -287 G - F 1153 -495 1-1 2034 -795 C - F 209 0 Special Loads B - G 331 - 86 F - D 1528 - 650 --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) G - H 605 -1290 D - E 481 -1072 TC: From 54 plf at 0.00 to 54 plf at 8.42 G - C 405 - 943 BC: From 20 plf at 0.00 to 20 plf at 1.29 BC: From 10 plf at 1.29 to 10 plf at 8.42 BC: 1305 lb Conc. Load at 0.47, 2.47 BC: 1288 lb Conc. Load at 4.47 BC: 1567 lb Conc. Load at 6.47 PLB: 1309 lb Conc. Load at ( 0.43,12.12) Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind End verticals not exposed to wind pressure. RICHARD A. SIVER Additional Notes P.E. Truss must be installed as shown with top chord up. #65698 ""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fog safety practices pnor to performing these functions. Installers shall provide tempos bracing BCSI. Unless noted olherwise,top chord shall have bottom have per properly attached structural sheathin and chord shall attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing ins alled per BCSI sections a propperly B3, B7 or B10, SCOSTA CORPORATION as applicable. Apply pplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. drawings 160A-Z for standard plate pOSItIOnS. kefer - WOOD STEEL OR TIMBER ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc.3670 shall not be responsible for any deviation from this drawing,any failure to build the COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pageSEBRING, FL 33870 listing this drawing Indicates acceptance of professions engineering responsibility solely for the design shown. The suitability (863)385-8242 9�awing and use of this for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 91191 Ply: 1 1 SEQN: 30778 / T22 / HIPM .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: Gi Wgt: 47.6 Ibs I / ... 03/04/2021 5-f Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Loading #1 hip supports 6-4-0 jacks with no webs. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. 5'6-7/8" 8'5" 5'9-7/8" 27-1/8" --{ 27-1/8" --i T 1 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria AM aximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.005 E 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(TL): 0.010 E 999 240 A 410 /- /- /- /228 A Snow Duration: NA HORZ(LL): -0.004 E - - D 688 1- 1- A /383 /- HORZ(TL): 0.006 E Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 A Brg Width = 3.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.417 D Brg Width = 3.5 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.208 Bearings A & D are a rigid surface. Rep Factors Used: No Max Web CSI: 0.141 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 338 - 573 B - C 4 - 5 WAVE VIEW Ver: 20.02.00A.1020.21 -WARNING** READ AND FOLLOW AI "IMPORTANT" FURNISH THIS DRAWING TO ALL a division of Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - E 469 - 251 E - D 494 - 258 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - E 452 -125 C - D 133 -132 B - D 360 - 692 RICHARD A. SIVER P.E. #65698 INCLUDING THE INSTALLERS 1.. Refer to and follow the latest edition of BCSI (Building mrng these functions. Installers shall provide temporarryy uctural sheathin and bottom chord shall have a pro�etly have bracing in alled per BCSI sections B3, B7 or 10, on the Join Details, unless noted otherwise. Refer to it any deviation from this drawing any failure to build the in of trusses. A seal on this drawing or cover page ins bllity solely_for the design shown. The suitability 3670 COMMERCE CENTER DRIVEI SEBRING, FL 33870 (863)385-82, Job Number: 91191 Ply: 1 SEQN: 30758 / T48 / MONO .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: H1 Wgt: 35.7 Ibs .. / ... 03/04/2021 =2X4(i E Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Mean Height: 15.00It NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP M-31; Bot chord: 2x6 SP M-14; Webs: 2x4 SP #2; Special Loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 7.00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 486 lb Conc. Load at 1.06, 3.06, 5.06 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at right end of truss for 843 lbs. rr VA c l Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf. NA Ce: NA VERT(LL): 0.055 D 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(TL): 0.099 D 833 240 E 1071 /- /- A /449 /- Snow Duration: NA HORZ(LL): 0.021 D - - D 843 /- /- A /388 A HORZ(TL): 0.038 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 E Brg Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.436 D Brg Width = - Min Req = - TPI Std: 2014 Max BC CSI: 0.787 Bearing E is a rigid surface. Rep Factors Used: Varies by UdOANeb CSI: 0.132 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 342 - 521 B - C 54 - 82 WAVE VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-D 541 -318 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-D 352 -591 C-D 46 -7 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building nen Safety Information, b TPI an SBCA) fo'r safety practices poor to pertorming these functions. Installers shall provide tempos per BCSI. Unless noted o�herwise,top chord shall have property attached structural sheathing and bottom chord shall have a propper y d ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION Icab�e. Apply plates to each face ofPtruss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to WOOD STEEL oR TIMBER )s 160A-Z for standard plate pOSIfIOnS. ROOF bR FLOOR TRUSSES a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRI\ conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses. A seal on this 9_rawmg or cover pageSEBRING, FL 33870 this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability (863)385-8242 ;e of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Job Number: 91191 Ply: 2 SEQN: 30771 / T16 / HIPM .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: 11 Wgt: 36.4 Ibs / ... 03/04/2021 2 Complete Trusses Required 3' _i 9-1/8 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; 12 5 p =2X4(A1) A 3-1 I F Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Nailnote Nail Schedule:0.148"x3.25", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 28 plf at 0.00 to 28 plf at 3.00 TC: From 55 plf at 3.00 to 55 plf at 3.76 BC: From 10 plf at 0.00 to 10 plf at 3.76 TC: 74 lb Conc. Load at 3.03 BC: 1476 lb Conc. Load at 1.82 BC: 41 lb Conc. Load at 3.03 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at right end of truss for 863 Ibs. 3'9-1/8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies b FT/RT:20(0)/l 0(0) Plate Type(s): WAVE T2 82X4 =4X5 B W1 1112X4 1112'X4 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.017 E 999 360 VERT(TL): 0.032 E 999 240 HORZ(LL): 0.007 E - - HORZ(TL): 0.013 E Creep Factor: 2.0 Max TC CSI: 0.278 Max BC CSI: 0.630 I.M b CSI: 0.041 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 RICHARD A. SIVER P.E. #65698 fl co I� J_ ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL F 890 A /- P /269 /- D 863 /- P P /278 P Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing F is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 16 -24 B-C 9 -29 Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 32 -14 E-D 29 -9 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-E 46 -21 C-D 30 -79 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI an SBCA) fo'r saT y practices pnor to performing these functions. Installers shall provide tempos BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propper y id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10, SCOSTA CORPORATION e._ Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to WOOD STEEL OR TIMBER a division of any ROOF bR FLOOR TRUSSES e to build the 3670 COMMERCE CENTER DRI\ cover page„ SEBRING, FL 33870 The suitability (863)385-8242 Job Number: 91191 Ply: 1 SEQN: 26403 / T17 / VAL .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: V7 Wgt: 25.2 Ibs / ... 03/04/2021 f8 3/S {� 3'3-1/16" ---{- - 3'3-1/16" - 2 { 12 5 B=4X4 T T1 T1 3X4(D1 _3X4(D1) _ A W1 1 pia• E B1 D 1112X4 7'10-13/16" -I 3 1/ " 3 9-5/8" 3'9-5/8" -� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.008 D 999 360 Loc R+ / R- / Rh / Rw / U / RL E' 75 /- /- /32 /33 /7 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.014 D 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.003 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP. D Mean Height: 15.41 ft HORZ(TL): 0.005 D E Brg Width = 94.8 Min Req = - NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 Bearing A is a rigid surface. Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.193 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.171 Chords Tens.Comp. Chords Tens. Comp. A - B 199 -213 B - C 199 -214 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.079 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Sot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A - D 285 -156 D - C 285 -156 Top chord: 2x4 SP 42; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Purlins B - D 447 - 286 In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes See applicable standard valley or piggyback details for more requirements. RICHARD A. SIVER P.E. #65698 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin , shi piing, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, b TPI SBCA) for to these functions. and sae y practices prior performing Installers shall provide tempos bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachetl riqid ceilin Locations shown for permanent lateral restraint of webs shall have bracin insgalled per BCSI sections B3, B7 or B10, $COSTA CORPORATION Apply face as applicable. plates to each oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF A FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRIVE C NTE truss in conformance with ANSI/ PI 1, or for handling shipping, installation and bracing of trusses. A seal on this yawing or cover page, , SMMERC, listing this drawing Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability (963)385-8242 and use of this cawing for any structure is the responsibility of the ullding Designer per ANSIITPI 1 Sec.2. For more Information see this lob's general notes page and these web sites: ALPINE: e' o • TPI: o : SBCA: s c' : ICC: Iccsafe.om Job Number: 91191 Ply: SEQN: I Truss LaONSTRUCTION /JURADO/COD /KCD I V gt 111.2 Ibs I FROM:26402 / T12 / VAL DRW. I / ... 03/04/2021 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; 8-3/-!f+ 1'3-1/16" + 1'3-1/16" —�3/8" 12 5 p �—=3XA4(D1) T1 B=3X4 T1X4(D1) C 0 T D B1 Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.82 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes See applicable standard valley or piggyback details for more requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/l 0(0) Plate Type(s): WAVE 310-13/16" DeflICSI Criteria PP Deflection in loc L/defi L/# VERT(LL): 0.004 999 360 VERT(TL): 0.008 999 240 HORZ(LL): -0.001 - - HORZ(TL): 0.003 Creep Factor: 2.0 Max TC CSI: 0.072 Max BC CSI: 0.101 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 RICHARD A. SIVER P.E. #65698 ♦ Maximum Reactions (Ibs), or "=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D" 75 /- /- /27 123 /5 Wind reactions based on MWFRS D Brg Width = 46.8 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 263 -195 B - C 263 -195 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - C 197 - 222 —WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating handlin ,shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an fabricating, far safely practices pnor to performing these functions. Installers shall provide temporant BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properrlly id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, e. Apply plates to each face o truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. Of i rI 1,, or ror n acceptance any structure failure to build the 3670 COMMERCE CENTER DRIVEI ig or cover pageSEBRING, FL 33870 in. The suitability (863)385-6242 Job Number: 91191 Ply: 1 SEQN: 26401 / T20 / VAL .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 2 FROM: DRW: Truss Label: V5 Wgt: 14.0 Ibs / ... 03/04/2021 18-3/8" i 3'3-1/16" -� 12 5 p 1112X4 B T1 T co A=3X4(D1) W1 mania° D 1113X5 81 3'11-3/8" j r 37-7/8" 3 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Wind Right end vertical not exposed to wind pressure. Additional Notes See applicable standard valley or piggyback details for more requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l 0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.003 C HORZ(TL): 0.005 C Creep Factor: 2.0 Max TC CSI: 0.214 Max BC CSI: 0.195 Max Web CSI: 0.062 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 RICHARD A. SIVER P.E. #65698 ♦ Maximum Reactions (Ibs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D* 75 /- /- /47 /32 /21 Wind reactions based on MWFRS D Brg Width = 47.4 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 23 -67 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 146 -18 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 193 - 88 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shi ping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an � SBCA) fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Appfy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to WOOD STEEL OR TIMBER drawings 16OA-Z for standard plate positions. ROOF 6R FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc., shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses. A seal on this tl_yawing or cover page, , SEBRING, FL 33870 listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitabdity (863)385-8242 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 91191 Ply: 1 SEQN: 26404 / T19 / VAL .N&A CONSTRUCTION /JURADO/COD /KCD Qty: 4 FROM: DRW: Truss Label: Ve Wgt: 5.6lbs / ... 03/04/2021 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL• 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" oc Additional Notes See applicable standard valley or piggyback details for more requirements. f 8-3/8 1'3-1/16" 12 5 B 3XA4(D1) T1 o_ =1114" 1'11-3/8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Def /CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.003 B 999 360 VERT(TL): 0.006 B 999 240 HORZ(LL): -0.001 B - - HORZ(TL): 0.002 B Creep Factor: 2.0 Max TC CSI: 0.038 Max BC CSI: 0.086 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 RICHARD A. SIVER P.E. #65698 ♦ Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D' 75 /- /- /41 /21 /16 Wind reactions based on MWFRS D Brg Width = 23.4 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 0 -13 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 62 -9 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rectuire extreme care in fabricatin , handlIn shi ing, installing and bracing. Refer to and fallow the latest edition of BCSI (Building Component Safety Information, b TPI an c� SBCA) ?& saFee y practices prior to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracrn installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Appfyr plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. f2efer to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW BuildinlComponents Group Inc., shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses. A seal on this drawing or cover page, , SEBRING, FL 33670 listing this drawing indicates acceptance of pro4essronai engineering responsibility solely for the design shown. The suitability (863)385-8242 and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10. 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 On 140 mph Wlnd Speed, 30' Mean Height, Enclosed, Exposure D, Kzt - 1.00 nr, tan nnh 1A.d K—d- AIY M— w.k,ht. P—+inlly Fnrinsed. F--,— w- xrk . H-nn MWE M., • • ®� NRD" -A ram:sE: MW i' �[iRLi<7�ffti"I as � � V � V ��V � ",at l - Ru � � ®E�Sf'•iiEity�l��7i�313��3�EY4��[�Iii�i[�itZiiY.lt�I�EY�3■ �� >r� �>• n to E�� Si■ t/Li■ Sit!!i � I11! li � o>!-� � r.4��>i � rlt.7i .lam- WU i■f�r[a■[,1 Rl�&UfikmWLAL�r�.7i ��illiii�iIiiti■�i��lfi�ifi■fi�SilJl�tiFJ�'/i!�!!f�l�7i■ 1 1 •E�iLS��1��r�:31:3i��r�l� � ®®�3iS■ ®<cl�:li3��■■��3�1i��E4[�LiRh '1�EU"O�j� "NU ff�'i■ i■�iEii �iF[iF[iE�ifiiE:fi']i 1 ®��00"EU "�ii:i��iY2"I RE LW�� WLALA��—RL�Rt" � �!i!i■�ti�iii■fiiii■t'i�Ii�li�til�;L7iEllE�S■�Ylil�:i<1i �WLY"� RLtlliE • ", NUILi�1iE _ 1 ®i �Li!!!i�liY�ilU■�Jli� 71■�i■ l �l�iC-i■!�"' OLLi ''J� Truss Diagonal brace optlorr vertical length nay be doubled when dinganlol brace is used Connect diagonal brace for 6900 at each and. Max web total length Is 14. better diagonal Vertical length shown In table above. 45• bracer single or double art (os shown) at upper end Connect dlagonoF at "LP rg AN OWIDAFMNy 13723 Rimpon Drive Suite 200 Maryland Heights, MO 63043 NUl N44, Refer to chart above for max ssnfAleO[i WAD AO FS1AI ALL MQIFS IN THIS atAYOri e00111FOUARTVE! FUN= THIS SP WIM M ALL m1IRACI6S IRJ®6 TIC DWAL EQ. Ike, a dlvidon o► rn Copane,b Ina slot rob be responebtr far dry bv6tbn / or-lowkc =� EI thpeptr,� m enh N6!/1Pi 1, or for Ieanng, tl�pkp, ..m �u,_LVi dr+dtiey Ian the Uwth IM dice, iheod j Vft ch ex 'y�pr`sLVcGe• Y'ih. repo�q M the Milling snl7� per AI�/1P! t iecE. Fa• nve Maw•ibn see this JdYs Dmenal rotesgpaapqe ard ilese wb afHep ALPBFi weedpkrMemn iPD eeaipkrtorgl S1CM wnaasmsayaewl DA enlmafeop Bracing Group Species and Grades Group At u-PIne Hen -Ft e1 / rz RtMgard ez sea 43 1Sd�d q Stondnrd Douclas F4-4-arch Southern Pkr® i3 D3 Stud Stud Standard Standard Group Bn Hen -Fir N1 L Btr it Do � rch Southsrn� pklesu -4 Braces shall be SRB (Stress -Rated Hoard% or ]x4 So. Pkx use only Lviustrbl 33 or IrdLatN¢l 43 Stress -Rated Beards, Group H values may be used with these grades. Gable Truss Detall Notesl Wind Load deflection criterion Is L/360. Provide uplift connections for 135 plf over continuous beat -kV (5 psf TC Dead Load% Gable and supparts food from 4' V outlookers with r 0' overhang, ar 12' plywood overhang. Attadn 'L' braces with 10d CClWx3.V mW nofs. Bl For d 1' brace, space raft at H' mo In 18' end zones and V oc. between zones. Wwor Ce) 'L' braceHp space naft at 3' = In 18' end zones and 6' ac. between zones. 1' bracing must be a minimum of BOX of web member length Gable Vertical Plate Sizes Vertical Len No lie Less than 4' IF 11 Greater than 4' V, but 4X,, less thou 113' 0' + Refer to common truss design for peak, splice, and heal platen Refer to the Building Designer for conditions not oddressed by this detail. MAX, TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB16030 DATE 8/3/15 DRWG S16030ENC100815 TYPICAL JACK CUTS CJ DOUBLE BEVEL 12 A 15 EJ 5" 5 J SQUARE SURE CUT 1"A.F.F. CUT SEE ENGINEERING FOR FASTENING 10'-1" A.F.F. 2X4 KMEEWALL _ REQUIREMENTS BY OTE ERS TO CLG 12'-3" 37'-4" BOTTOM CHORD FILLER HELD BACK 5" FROM VAULT SIDE OF NON- 721 BEARING WALL TO ALLOW WALL TO BE FRAMED UP TO 1/2" FROM BOTTOM CHORD 16'8" 29'5-1 /4" 15'6-3/4" 1014" Vj co Ln N C7 C In (o I� ^� W N N N N N N LO cn ,'�� O Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q d Q d Q d Q G I J3 J5 � w T ,1^ V/ LO u� v coco C2 C1 J5 J3 J1 i 6 T Ke, J1 J3 J5 n w J5 J3 J1 Qco LO Lo V Oi N O ED 16'8" 1 6,411 8181, 814" 22' 72' N N 1/2" DESIGN CRITERIA TOP CHORD LIVE LOAD 20 TOP CHORD DEAD LOAD 7 BOTTOM CHORD LIVE LOAD NON —CONCURRENT 10# BOTTOM CHORD DEAD LOAD 10 TOTAL LOAD 37 DURATION FACTOR 1.25 WIND DESIGN SPEED (MPH) 159 MAX. WALL HT FOR WIND LOAD 12'-1" ASCE 7-10 FBC 2017 RES MWFRS EXP. D Closed Residential — CAT II 12 SHINGLE 5 r 4" 3 1 /2" 8" PL CUT OH 24" TYPICAL END DETAIL **UNLESS NOTED** REACTION VALUES ARE UNDER 5000# UPLIFT VALUES ARE UNDER 1000# ALL TRUSSES 24'o.c. UNLESS NOTED OTHERWSE ********CAU TI ON******** DO NOT ATTEMPT TO ERECT TRUSSES WITH— OUT REFERRING TO THE ENGINEERING DWGS. IT IS NECESSARY TO REFER TO THE ENGINEERING DRAWINGS FOR NUMBER OF MEMBERS, BEARING LOCATION, ORIENTATION AND WEB BRACING REFER TO WTCA/TPI BSCI--61 SUMMARY SHEET FOR HANDLING METHODS & TEMPORARY BRACING, WHICH IS ALWAYS REQUIRED BEARING HEIGHTS BASED ON PLANS PROVIDED TO SCOSTA CORP. "+/—" BEARING DIFFERENCES SHOWN ARE CRITICAL IF ANY HEIGHTS DEVIATE — INFORM SCOSTA CORP. BEARING WALL & BEAM HEIGHTS 10'-1" A.F.F. 0'-0" ELEV. 12'-1" A.F.F. +2'-0" ELEV. ELEV. ELEV. ELEV. ELEV. ELEV. TYPICAL HANGER SCHEDULE HUS 26 SIMPSON HGUS 28-3 OSIMPSON C OR USP HUS 26 M OR USP THDH 28-3 O OSIMPSON HUS 28 O SIMPSON HHUS 48 OR USP HUS 28 OR USP THD 48 OSIMPSON HGUS 28 O SIMPSON LUS 24 OR USP THDH 28 OR USP JUS 24 OSIMPSON HGUS 28-2 O SIMPSON THA 422 I OR USP THDH 28-2 OR USP MSH 422 THJA26 GSIMPSON W OR USP HJC 26 O HANGER VALUES HAVE BEEN BASED ON 16D COMMON NAILS EXCEPT THE FOLLOWING WS24 — 10D COMMON THJA26 — 10D x 1-1/2 *******ATTENTION******* APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY DIMENSIONS, PITCHES, OVERHANGS, ELEVATIONS, CEILING & BEARING CONDITIONS. SCOSTA CORPORATION IS RESPONSIBLE FOR ACCURACY IN ACCORDANCE WITH PLANS AND/OR INFORMATION PROVIDED BY CUSTOMER, WITH ANY DEVIATIONS NOTED HEREIN. CUSTOMER IS RESPONSIBLE TO VERIFY ACCURACY OF INFORMATION AND PLANS PROVIDED TO SCOSTA CORPORATION, AND TO VERIFY CONFORMANCE TO (VOTE; FIELD CONDITIONS, AND/OR OWNER CHANGES. TRUSSES WILL BE BUILT IN ACCORDANCE WITH THE 1.) LUMBER TO BE SOUTHERN PINE, APPROVED LAYOUT. MINIMUM #2 FOR CHORDS AND WEBS APPROVED BY: TRUSS LUMBER TO BE MINIMUM #2 DATE: REQUESTED DELIVERY DATE: KD SYP fb=1000 FOR 2X6, fb=1100 JOBSITE CONTACT NAME: FOR 2X4/Me=1,400,000 PER CURRENTPHONE #k ALSC STANDARDS. E-MAIL: SCOSTA CO .I WOOD, STEEL OR TIMBER ROOF & FLOOR TRUSSES 3670 COMMERCE CENTER DRIVE SEBRING, FL 33870 (863) 385-8242 1/4"=1'-D" 1 05/22/20 KCD )OB ADDRESS: JURADO 1 OF 1 '.USTOMER: JOB # N&A CONSTRUCTION 91191 1.�G010 alley �Detail,1S>CE 7-10, 180 mph, " can Height, Partially Enbosed, E �, Kzt=1,00 ' Top Chord 2x4 SP #2N � SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, )K)K Attach each valley to every supporting truss withi 560# connection or with (1) ITWBCG HA4 or HA2,5 connector or equivalent for ASCE 7-10 180 mph. 30' Mean Height, Part. Enc, Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 1610 mph. 30' lvrean Height, Part. Enc, Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Cut from 2x6 or Larger -qd 0 4I` p_p '! 12 12 Max. � W2X4 g �- W X 'pw 2-4 12 12 Max, (— 4 X d.. W1X3 6-0-0 W1X3 W1X3 (Max spacing) Unless specified on engineer's sealed design, app(%,,� 1x4 "T' brace, 80% Length of web, same species and SRB grade or, better, attached with 8d K)ox (0,113' x 2,5') nails at 6' o,c,, or continuous lateral bracing, equally spaced, f or vertical valley bs greater than 7'-9'. For verticals over 10'-0' tall, apply (2) 1x4 'T' braces, 80% length of web, same species and SRB grade or better, attached with 8d box (0,113' x 2,5') nails @ 6' o,c, Top chord of truss beneath valley set must be braced with) properly attached, rated sheathing applied prior to valley truss installation, Or Purlins at 24' o,c, or as otherwise specified on Engineer's sealed design, Or By valley tr,..,isses used in lieu of purlin spacing as specified on Engineer's sealed design, *ww Note that the pur(in spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0"® W1X3 Pitched Cut W2X4 Bottom Chord Valley 16-0-0 W1X3 12 Max, 6 FaX r4X4 .la' 4"0b M� W I X 3 W1X3 6-0-0 WIX3W1X3 �✓ X4 SPL (Max Spacing) W1X3 W2X4 Bottom chord may be square or pi-m;e 1 d cut as shown, �D Valle Spacing Square Cut Stubbed Valley i Bottom Chord End Dete-lit 20-0-0 (++) Supporting trusses at 24' o,c, maximum spacing, wwWARNINGIsw READ AND FOLLOW ALL NOTES ON THIS DRAWING! maIMPORTANTws FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing any; bracing. Refer to and I ;Follow the latest edition of BCSI (Building Component Safety Information, by °API and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom I chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint JL of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Building Components Group Inc. Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawing or cover page listing this drawing.. Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TI 1 Sec.2. Earth City, MO 63045 For more Information see this job's general notes page ar;d these web sites, ITWBCGs www.itwbcg.com, TPU www.tpinst.orgj WTCAi www.sbclndtA try.org) ICC' www.iccsafe.org \/alley 1 FREMIN 'm*7,Alni Common F usses W4X4 Optional Hip Joint Detail -mti Fra11117�C Plan TC LL 30 30 40FSF REF TC DL 20 a15 7 FSF DAIE BC DL 10 10 10 FSF DRWG BC LL 0 0 0 PSF- T❑T, LD, 60 55 57PSF DUR,FAC.1.25,/1F3,15 1.15 SPACING 24,0' VALLEY D Ex. 2/16/12 VAL180100212