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N LO I a Ln r` N z u7 I rn i b v x rn 3 FV" Q Of O 1.2 LZ CL x i 0 `r3 4 U .o a 0 A 0 M Do c 0 a rn 0 I3 I 9 A CROSS BRACING DETAIL (TYP.)_ SCALE:NTS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. V"A TRUSS USSES (2) 12D NAILS —Y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE:NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS _41 AS REQUIRED KN EEWALL ENTRY FRONT WALL 6 SCALE:NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE 2X4 STUDS &PLATES AT O.C. SIMPSON LSTA18 —� (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN E NAILED EACH DIRECTION TYP. U.NN.O..C. VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS \ SIMPSON HUC410 w/ (14) SEE PLAN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2x8 BLOCKING NAILED @ #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 10d INTO BEAM -SEE EACH SIDE w/ (3) 12d NAILS BEAMS TOGETHER COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ONLY WHEN ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D2x4 #2 SYP NAILER. NAIL A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT EVERY 3rd & ADDITIONAL INFO- SCHEDULE/PLAN 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD - TOENAIL ROOF AND EXTERIOR RAFTER LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" �C •jC INDICATED ON BM. CONNECTION INFO w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" OPTION N A SCHEDULE/PLAN OPTION B OPTION C WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED w/ (3) 12d TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS COMMON B M . TO POST ATTACHMENTrA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & SCALE: 3/4"=V-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BM. SPLICE OVER BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) CENTER OF POST w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS A A 2X4 BLOCKING SEE PLAN FOR END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. OP OF AM w/ (3) ROWS OF 16d DIRECTION TYP. A NAILS AT 24" O.C. DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR F 20PLY TRUSS (SIMPSON ILS •k "k TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & - 2X10 #2 SYP CONT. LEDGER w/ (3) 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. -�\ TYP. U.N.O. LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) � FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) LAG SCREWS INTO END OF EACH BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A —A ALTERNATE BLOCKING CORNER A SEE FOUNDATION SECTION AT LOW ROOF g " DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO SCALE: NTS 3 5' , WOOD TRUSS SCALE:NTS COMMON B M . ATTACHMENT g '4 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS VARIES ,_,-, , , , , , „ 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR y w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 4" O.C. INFO. 16 O.C. W/ (4) 12d —COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS N ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE / (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOFNVALL STUD) SHEATHING ATTACHED VARIES SEE PLAN i PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2X4 BASE PLATE W/ 1/2" PLYWOOD r NAILS @ 16" O.C. ALONG W/ ROOF SLOPE — SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) O (4) 10d x (22) 10d NAILS OR (2) 16d NAILS TO r=f `, 1 1/2" NAILS TO BLOCKING .y r EACH COMMON WOOD WALL SIMPSON MTS12 w/ f BELOW @ 16' O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ _ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP &BOTTOM r l NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. r y STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO ----- PLYWOOD HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR gk SEE PLAN FOR PLATE BELOW MASONRY WALL Q, 4'-0" O.C. TO GABLE TRUSS 7 ROOF SYSTEM TOP OF WALL ; OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN !' R MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER 4. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE o 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY K8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS L uul / 4 (0- r ui� -� �, i t7 u'1 z ea Q 4 N (V Ca Lu V) r~ E �Ln f � m Egg U A c � 0 1,4 < ' N 00 2 fA ' 2 o a 1 �° w , a U1 a Va'�LL�° �3 � in ZW C., �Fo';P 0 LIL#000f1eq, Zz _j I'-e O< Ul 0 5F rf/. �OFESS� tixIN f I I I I I Ilt�``�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r_ cD M M J w ZO Z z 4 rj E z o aoR z® Ov M �z ¢� °� oaaa Vb U¢ Z o tdS �= w z w� C am =y N O O 0 o2 Z Z N J ° o :t Q 2uj W U a J y? z co o 0 •� T U) L > •L 00 . O O .-� U) O co 0 v c ~ 0 3 lot (0 T I.() N .� 00 o 00 04 t— 0 CV) C 00 i o Coo a Ecol E �; c a- U _j Q p JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. D 1