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CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB ----- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH IT[ -k ITI 4 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. � � A CHORD AT ALL HAND FRAMED AREAS TYP. -----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 1 EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE CV PORCH SILL 15 SCALE: N.T.S. AT 8'-0" MAX WOOD TRUSS :3€2 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „k 2x8 #2 SPF RIDGE BEAM * * 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN r SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED I W/ (1) #5 EACH STEP 12" V a w 410 Z U PORCH SLAB SEE (L N FOUNDATION PLAN w U) Z (2) #5's CONT. T&B .. W/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 11 " SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROHEOF PLAN SATHING 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. �A TRUSS ES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION ------x------ 4" PORCH SLAB SEE FOUNDATION PLAN SEE PLAN EXTEND SLAB 1 1/2" �C (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" RADE cV Z ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE jzMASONRY PIER SEE FLOOR PLAN /" FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO 1 _ 1 1 1 MASONRY KNEE WALL MAX 3 = 1 1 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 1 z O w _I W W E, W Cn 1 1 w/(1)#5CON I I REQ'D @ MID 1 1 i T--- — ------- 1 1 11 1 1 I 1 1 1 1 1 1 1 T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED 1 1 MAX 3 SOLID. SEE ELEV. j COURSE FOR BASE SIZE (3) #5's EA. WAY I 1 p" 117 SLAB PORCH SLAB SEE O Ak LEVEL FOUNDATION PLAN TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID —SEE ELEV. FOR BLK HGT. —#5 REBAR CONT @ SLAB LEVEL —EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" (2) #5's CONT T&B w/ = z CONTRACTOR TO INSTALL SEE CUT MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 11 All TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLr16 SCALE: N.T.S. SIMPSON LSTA18 W/ 12) 10d NAILS----------� ( ------ SIMPSON HUC410 w/ (14) � SEE PLAN CANT. CENTERED AT I I I I I I I 16d INTO HEADER & (6) FOR SPLIT TO TIE I I 10d INTO BEAM - SEE I I BEAMS TOGETHER I I I ROOF PLAN FOR MORE I I I I I I I 1 INFO 1 I SEE FLOOR PLAN FOR I I I I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE L — — — — — — — J I I I ___ ___ INDICATED ON BM. & ADDITIONAL INFO. — — — — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C SC EDU E/PLANM COMMON BM. TO POST ATTACHMENT A EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE ROOF PLAN FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER CENTER OF POST 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 1 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"'� SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP-bF CAM I o I I I SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO �I COMMON BM. ATTACHMENT SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE WOOD WALL—\ OR TRUSS. 2X4 CONT. W/ (2) SEE PLAN 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d / • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W! LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" Y2" CDX PLYWOOD OR 3/16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED &POURED W/ (1) #5 EACH STEP _— .•., -. a •- . AG. a. --- — N Z GARAGE OR r LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ P WALL EE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2, J-BOLT OR Y TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT e ° • A. d MAIN HOUSE n SLAB .4 Y a. (2) #5's CONT. T&B a e w/ #3 STIRRUPS AT a °I 4'-0" WHEN DEPTH I s ° EXCEEDS 30" a a d 1 I4n SECTION GARAGE MONO 21 SCALE: N.T.S. 13 N r d� � W Z E C' IZ 9 c = 9m>4 ,. u- a N 16 O — N C A Ol � d 9� N O � Q OC v •; m � 4P o N co T A a o. iii+w"I./ j, :• v Gjc�� ' ; 'HOC o • LOB. �v 09OFFSSIOt��W To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 I' o E Q O N 1p) V N a6p p M r'n"'o� a M v LL a I LL W J_j� � a Z —vm a �[ L C? — � 8 W A2°'°' m W Z N Z LL N Z OU W 00 z z � � � Q M N z C1 Q) o u- (DM 4-1 mw U OLU S V)ul c Y U m w — $ I 1 z� � � 0 o w M M U_ Q -.9 m Z =o Zo a ;z0 E V w� o�z® o a I.- M 20 U 00 _ 0. �~ U oQ zCOE f° W It <o <o wW Wro : w� 10 Z� z J 'r= aw 2 Z 8 1 a 0 o� 3° W CIO�� C dZ �w o w� >° a 25 UU 2O 0 = 12 L0 C1C O T � N N o .-. Q o 0 J N A o m pLL M•� 0 M Y -0 M 0 N LO r O Q N ,--- 00 O o m Z O a cc a a E a 0 _ a o 9 JOB NO: 23-00508 SCALE: AS NOTED SHEET NO. D1