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Home My WebLink AboutThompson Sheet 4 rev 8-3-20STRAFFING SCHEDULE .D 1�" DEEP FLOOR HET,4 20 T 24" O.C. TY F ICAL swings by manuf a turer) 'er 15/32" CDX plywood .hru 23/32" CDX plgwoo, th 48 x 2.5" wood screws Ib felt. Install 23/32" CI russes or Joists with 98 > I-IETA 20 :rewed to s8t�Mf�rON HETA 20 hurricane 'tar� do t each truss supporting 2M r 10 lbs. uplift. Strap shall thweo.t ) 10d x 1 1/2 nails. TRUSS BRACING NOTES Contractor to brace all top and bottom chords in floor and roof trusses in the following manner: - install first row of truss bracing 36" from exterior walls and spaces 12" o.c. thereafter top and bottom chords - install bracing on any top or bottom chord which is longer than 12" in clear span. All truss bracing to be 2" x 4" wood and shall be attached to top of bottom chord and on bottom of top chord of trusses. saes spaced per truss ufactures plans tical splice tach bracing to truss chord ig (2) IOd nails in all ations x 4" wood bracing Typical Flooring on Floor Joists See wall Section ti' nr Timet aIle Beam - see schedule fo size and plans for locate( tSee section s sfor t hts above slab 1/1" GL)X plywood nailed to Joists with bd nails at 6" o.c. edges ✓f 12" o.c. intermediate DRAFTSTOPPiN DETAIL scale 3/4" = 1'-0" Additional tt5 bars r h CLEAR i COVER Precast Lintel 8F8-OB/IT Additional tt5 bars CLEAR r I.i,. L_ ' ..`— COVER One Row of Beam <' " Block Above r ..'.:.• .1 Precast Lintel ,:. \ i Additional COVER - tt5 bars r-----�' 8F[6-IB/IT 8FI6-IB/2T NOTES: I. MIN. COVERAGE OF STEEL = 1.5" 2. MIN. BEARING REQUIRED s EA. END = 4" 3. STANDARD FOR REINF. STEEL = ASTM A615 GRADE TYPICAL LINTEL SECTION ( PRECAST CONCRETE > Lintel Length Bar Length Clear Span "A" Bars 2'-10" LGI 2'-8" Zone 1'-6" Size and Description 2.#3 3'-6" Rows of 3'-4" Max. 2'-2" Max. 2,#3 4'-0" BM Block Cast -Crete Stressed Above Bottom Top 3'-10" Gravity Load 2'-8" Lateral Load 2,93 Size Specification 4'-4" Steel Size steel 3'-2" (PLF) 2,93 5'-4" L22 2'-O" 5'-2" 8F8-OB/IT 4'-O" — I 2.#3 3069 1569 1642 2'-2" J H_ Q 4 FT 2 2 4 FT, 4 51-411 1_31 T-6" 3'-9" 7-6" NO 1'-0" tt5 6'-2" 1363 2.#5 2'-8" 7-10" ALL reinforcing steel is grade 60 B ., Bars none none none none none none none none none Provide Simpson H2.5 strap each floor Joist to ledger connection ecking - see tgpical sections Truss to Block UJall SECOND FLOOR FiP,4MINC_;/LOI.UER ROOF: PL,4N TYPICAL NOTES: — ALL Plywood sub—flooring to be saturat&d w/ Thompson's water seal immediately after installation for leak protection. — Overhangs at 2,-0" unless otherwise noted on this sheet Roof pitch at x:12 unless otherwise noted Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MIANUPACTURER .Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Provid& fire stop blocking at all floor trusses dividing the floor area into SOO Sq, ft- (Max.) spaces DEEP PRE-ENGINEERED FLOOR RUSSES AT 24" O.C. TYPICAL ,hop drawings by manufacturer) ee typical sections for insulation /4ttachm&nt D&tail nts LEDGER SCHEDULE LiNTEL SCHEDULE and Description LGI (2) 2" x 8" PT ledger bolted to wall with (2) 5/8" dia. expansion anchors at 24" o.c. staggered with min. ' embedment into wall Zone Window Size and Description QNB Pre- Rows of 4. Use nails or screws based on pressure for Max. Max. Max. or Door Mark Unit Lintel BM Block Cast -Crete Stressed Above Bottom Top 8d Gravity Load Uplift Load Lateral Load Width Size Specification 2/ Steel Size steel Size (PLF) (PLF) (PLF) L22 2'-O" T-10" 8F8-OB/IT NO — I tt5 3069 1569 1642 2'-2" J H_ Q 4 FT 2 2 4 FT, HJ'-' 1_31 T-6" 3'-9" 8F8-OB/IT NO — 1 tt5 2561 1363 763 2'-8" 3'-1" H 1 1 ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 L45 4'-5" 5'-I" 8F8-OB/IT NO — 1 45 1349 1016 411 L50 5'-0" 5'-8" 8F8-OB/IT NO — 1 45 1105 909 339 LGO 6'-8" 6'8" 8F8-0B/IT NO — I 45 1011 121 534 L -TO T -O" T -O" 8F8-OB/IT NO — 1 45 1011 121 534 L80 8'-0" 8'-8" 8F8-0B/IT NO — 1 45 699 591 512 L90 9'-0" 9'-8" 8F8-OB/IT NO — I tt5 1 535 530 401 LI00 10'-0" 10'-8" 8F8-0B/IT NO — 1 45 582 414 452 LIIO 10'-0" II' -8" 8FI6-IB/IT NO ONE I tt5 I tt5 1254 410 402 1_120 12'-0" 12'-8" 8F]6-[B/IT NO ONE I tt5 1 45 1015 606 324 1_140 14'-O" 14'-8" 8F]6-IB/IT YES ONE 1 tt5 1 tt5 1310 519 284 1_160 16'-O" 1 I6'-8" 8FI6-IB/2T YES ONE I tt5 2 45 950 1 500 194 LI80 16'-O" 18'-8" 8FI6-IB/2T YES ONE I tt5 2 tt5 150 1 424 148 - ALL LINTELS SHALL BE MADE BY CAST -CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST -CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 13'-11" LONG ARE TO BE PRE -STRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALL LINTELS Provide Simpson H2.5 strap each floor Joist to ledger connection ecking - see tgpical sections Truss to Block UJall SECOND FLOOR FiP,4MINC_;/LOI.UER ROOF: PL,4N TYPICAL NOTES: — ALL Plywood sub—flooring to be saturat&d w/ Thompson's water seal immediately after installation for leak protection. — Overhangs at 2,-0" unless otherwise noted on this sheet Roof pitch at x:12 unless otherwise noted Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MIANUPACTURER .Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Provid& fire stop blocking at all floor trusses dividing the floor area into SOO Sq, ft- (Max.) spaces DEEP PRE-ENGINEERED FLOOR RUSSES AT 24" O.C. TYPICAL ,hop drawings by manufacturer) ee typical sections for insulation /4ttachm&nt D&tail nts LEDGER SCHEDULE Mark Size and Description LGI (2) 2" x 8" PT ledger bolted to wall with (2) 5/8" dia. expansion anchors at 24" o.c. staggered with min. ' embedment into wall Zone 2. Minimum Screw Size = 1*8 x 2" ROOF: SHEETING Area Edge ATTACHMENT DETAIL E I. Minimum Nail Size = 8d ring shank (min. 2" long) Zone 2. Minimum Screw Size = 1*8 x 2" Size and Description QNB 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 in 2 4 FT 8d 30 l 2 �6 psf Zone 3 2/ �{" 8d FA 4 FT 2 < shank 84 5 4 FT 2 4 FT 12 ly — — — — X H LL wood screw 112.5 psf provide 93 ties at 8" o.c. J H_ Q 4 FT 2 2 4 FT, HJ'-' 3 to in H 1 1 ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field E Fastener Pressure Zone I Size and Description QNB 8d ring shank 45 psf Zone 2 in �" 8d ring shank �6 psf Zone 3 over �{" 8d ring shank 84 psf ** Zone 3a ly tie beam with (4) 45 bars #8 wood screw 112.5 psf SE/4 � M S CHEDUL E Mark (V D 4V n lV Q� I4-3 Q Size and Description QNB Bl Two rows of beam block filled with concrete and (1) 45 bar — Architect to review Truss Shop Drawings fi rior continuous in each row. Provide precast lintel filled with Form Board Survey to Truss Company prior to truss construction concrete and (1) 45 bar per lintel schedule continuous Z ALL truss cut sheets showing ALL truss reactions prior to START over openings. 0 — TRUSS DEFLECTiON SHALL Nr2 T EXCEED olzl ON ANY TRUSS. cry 82 8" x 1�" concrete ly tie beam with (4) 45 bars cont. over clear sans, provide 93 ties at 8" o.c. max. s dein H_ I . BOOP PL/4N Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval FL*t 11115.1 over Folyglass self adhered roofing u erlayment over 19/32" CDX plywood attached to truss sheeting attachment diagram on roof plan 'L22 B -L22 BI FRE— Digitally signed �O by Daniel Braden Date: 2020.08.03 14:13:15 -04'00' BI L224' 4 ENGINEERED TRUSS HS T 2"o.c. TYPICAL drawings by manuf actur r ) b Bl L31 O S L22 Ld °°° °o �. � ° U� o �oeL R. 8§14 0 0 o AR 977770 ° a� o3nna% � Q � — Overhangs shall be l'-4" unless otherwisle noted on this sheet 0 1 Q f // (V D 4V n lV Q� I4-3 Q U Q QNB U . on G- N �] NN F— �U � � a v x 1:2 w 0 O z V� G!] F, � � W rr0 A i v-, rs UF¢1�x "~ () a TYPICAL ROOF NOTES: Scale I/4" = I'—O" Z — Overhangs shall be l'-4" unless otherwisle noted on this sheet 0 — Woof pitch shall be S:12 unless otherwisle noted on this sheet CLCL — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the 0 architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY � TRUSS MIANUPACTURER Q` — Architect to review Truss Shop Drawings fi rior 0 to construction for layout and uplift verification LL — Contractor to provide for Form Board Survey and to provide c:1LCr_r_< Form Board Survey to Truss Company prior to truss construction U — Contractor to provide the Architect with truss shop drawings including Z ALL truss cut sheets showing ALL truss reactions prior to START LH OF: POUNDATiON WORK for strap and footin�gg size v&rificatlon. 0 — TRUSS DEFLECTiON SHALL Nr2 T EXCEED olzl ON ANY TRUSS. cry -0 Lfl QUi ly I m >�mN� Q` O CV CA +, 00 OD U E O c:1LCr_r_< n I I () moo U # NUcyN L— 40 r l— -0 QUi m 'I (UE 1l-__ U_ H_ I . HJ'-' 3 to in Sheet 0144 p OF 8. Comm 4 20-3� Copyright