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STRUCTURAL SHEATHING. — <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ. <br />PER <br />ELEV. <br />FLOOR JOIST <br />OR TRUSS <br />SYSTEM & <br />DIRECTION PER <br />STRUCTURAL <br />INTERIOR <br />W32 TYP. 2-STORY WALL <br />(2)2x8 HEADER ATTACHED TO FLOOR JOIST w/ 10d NAILS 0 6' <br />D.C. STAGGERED <br />INSULATION AS PER SPECS. <br />2x LEDGER ATTACHED M (2)2K8 HEADER W/ 10d NAILS 0 6' <br />QC. STAGGERED <br />PRE-ENGINEERED ROOF TRUSSES. REFER TO <br />TRUSS MFGR. DRAWINGS. STROOERS TOE NAILED TO 2x LOW W/ (4) <br />10d NAILS <br />SHINGLE (OR TILE ROOF PER SPEC) <br />— TRUSS STRAP PER STRUCT. DETAILS 2x THRUST BLOCK W/ (3) 1/4-9 3/4' <br />TAPCON5 TO SLAB <br />OIL TOP OF WALL <br />(REFER TO ELEV.) <br />AL-0'-D" <br />FASCIA PER COMMUNITY SPEC <br />— SOFFIT & OVERHANG PER SPECIFICATIONS <br />2x THRUST BLOCK( W/ (3) — <br />1/4'X2 3/4' TAPCON TO SLAB <br />REFER TO 2ND FLOOR JOINT <br />DETAIL <br />RIM BD. OR TRUSS PER 0'-0" <br />- STRUCT. <br />_ TOP OF FLOOR <br />3�(REFER TO ELEV.) <br />f"'�TYPICAL STAIR I <br />TOP OF CMU <br />(REFER TO ELEV.) <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />O'—On <br />—FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />K <br />(2)2XB HEADER ATTACHED TO FLOOR JOIST W/ 10d NANS 0 <br />6' at STAGGERED <br />2X LEDGER ATTACHED M (2)2x8 HEADER W/ 10d NAILS 0 <br />6' O.C. STAGGERED <br />STRINGERS TOE MARS TO 2x LEDGER W/ (4) <br />CLG. JOIST 0 TV O.C. <br />CLa JOIST 0 16' at <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />SECOND <br />ELEV. PER PLANS <br />(2) 2x8 HEADER. SUPPORT <br />NTH KNEE -WALL OR (8) 16d <br />NAILS INTO STUD 0 WALL <br />STAIR LANDiiiG <br />ELEV. & SIZO PER <br />ARCH. PLANS <br />2x LEDGER ATTACHED TO (2)2x8 <br />2x6 LEDGER SUPPORTED BY ONE OF THE HEADER W/ 10d NAILS 0 6' at <br />FOLLOWING STRUCTURAL SUPPORTS: STAGGERED <br />a KNEE WALL BELOW (JOIST HANGERS <br />NOT REOI M) \\.-max 2x6 FLOOR JOISTS 016' at TO <br />b. (3) 16d NAILS INTO EACH SAID HEADER wAUS26 JOIST HANGERS wA4) <br />(16' O.C. MAX) 10d TD JOIST & (6) 10d TO LEDGER <br />e. (2) I4 x 2 3; CONCRETE SCREW <br />0 If at TO MASONRY <br />GRASPABLE <br />HANDRAIL; 1 <br />1/4' MN TO <br />i-1/Y MAX <br />aANETER <br />GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD <br />SHALL NOT BE GREATER THAN 3/8'. <br />GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER <br />SHALL NOT BE GREATER THAN 3/8'. <br />HANDRAIL BRACKETS TO BE <br />CONNECTED TO FRAYING PER MANa <br />RECOM EYDA110NS <br />�C110N <br />RERM HANDRAN. <br />NTD 1X BACKER K <br />PLAN <br />IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. <br />FOR NAILING &OTHER REQ. STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />INSULATION AS PER SPEC. FOR NAILING & OTHER REQ. <br />PRE-ENGINEERED ROOF INSULATION AS <br />TRUSSES. REFER TO TRUSS PER SPEC. <br />MFGR. DWGS PRE-ENGINEERED ROOF TRUSSES. <br />ASPHALT ROOF SHINGLE 12 REFER TO TRUSS MFGR. DWG <br />(OR TILE PER SPEC.) �ErtK LEV ASPHALT ROOF MINGLE <br />TRUSS STRAP PER (OR TILE PER SPEC.) <br />STRUCT. DETAILS TRUSS STRAP PER <br />REFER TO PLAN STRUCT. DETAILS <br />u <br />REFER TO PLAN <br />- FASCIA PER COMMUNITY Li <br />SPEC. _ FASCIA PER <br />FASCIA PER COMMUNITY COMMUNITY SPEC. <br />SPEC. ~""' SOFFIT & OVERHANG <br />BOND BEAM PER PLAN PER SPEC. <br />BOND BEAM <br />PER PLAN <br />PRECAST LINTEL <br />PER PLAN <br />OPENING w/ PRECAST <br />SEE STRUCT. FOR SILL PER PLAN <br />ALL REINF. REQ. <br />SEE STRUT. FOR <br />ALL REINF. REQ. <br />EXTERIOR <br />INTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />0'-O' FIN. FL <br />FINISHED GRADE <br />4� <br />MONOLITHIC FIND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH, & REINF. <br />REQ. <br />ATYPICAL 1 STORY WALL SECTION <br />scoi« <br />N TS <br />EXTERIOR <br />INTERIOR SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />OL 0'-0' AN. FL <br />. • .dal, <br />FINISHED GRADE <br />a. MONOLITHIC FND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH & REINF. REQ. <br />,TYPICAL 1 STORY WALL SECTION <br />scdc <br />N TS <br />2x STUDS, SEE PLAN FOR SPACING AND <br />STRAPPING REQUIREMENTS <br />CONT. 2x PLATE w/(2)16d NAILS 016'O.C. <br />23/3Y FLOOR SHEATHING NAILED w/8n <br />'O.C. 0 EDGES & 12' O.C. FIELD NAILI2x BLOCKING 4'-0' O.C. FOR TWO BAYS. NFLOOR SHEATHING TO BLOCKING w/ 8d NAI4' O.C. <br />TRUSS PER PLAN <br />SHEATHING PER PLAN <br />META16 ANCHOR 0 24' <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECiIOIN, SEE PLAN FOR ATTACHMENT 2x STUDS, SEE PLAN FOR SPACING AND <br />STRAPPING REQUIREMENTS <br />CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST - <br />DIAG. REQ. 0 BLOCKING. NAIL w/ (2) 10d NAILS <br />23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' <br />0 E.E. <br />O.C. 0 EDGES & 127 O.C. FIELD NAILING (MIN) <br />FIELD FRAME 2A KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS 016' O.C. w/ (2)16d <br />NAILS 0 EA END <br />NAILING PER DETAILS <br />T KNOCKOUT BLOCK w/#5 CONTINOUS BAR <br />GROUT SOLID <br />8' CMU WALL OR POURED CONC. WALI, SEE <br />PLAN FOR VERT REINF. <br />.00R TRUSS/JOIST TO MASONRY WALL <br />H10A 0 EA TRUSS w/ (18) <br />10dx1-1/2' NAILS <br />TRUSS BOTTOM CHORD — <br />SP2 w/ (12) 10d NAILS TO EA. <br />STUD. INSTALL ON OPPOSITE SIDE <br />IF CONFLICTING w/ HIOA <br />2x STUDSO 16' O.C. <br />SP1 w/ (10) 10d NAILS TO EA STUD — <br />23/32' FLOOR SHEATHING NALM w/8d NAILS 6' <br />O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) <br />TRUSS/JOIST PER PLAN -1 <br />D:H:I:: IMLN AA110 <br />NT. 2x PLATE w/2-16d NAILS 0 24'0.C. <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT <br />NAILING PER DETAILS <br />(4) 16d NAILS <br />RIBBON TO EA. TRUSS <br />8d NAILS 3' O.C. WAIL SHEARK <br />TO EACH TRUSS <br />(4)16d NAILS RIBBON TO EA. TRUSS <br />NAILING PER DETAILS <br />T KNOCKOUT BLOCK w/J5 CONTINOUS BAR <br />GROUT SOLID <br />8' CMU WAIL, SEE PLAN FOR VERT REINF. <br />TRUSS PER PLAN —� <br />SHEATHING PER PLAN <br />META16 ANCHOR 0 EA TRUSS OR 0 24' O.C. <br />TO STRUCTURAL RIM IF JOISTS ARE USED <br />ci o FLOOR TRUSS/JOIST w/LET-IN ON MASONRY WALL <br />LSTA12 0 EA TRUSS VERTICAL - BEND 0 <br />BOTTOM PLATE <br />FIELD FRAME 2A KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS 016' O.C. w/ (2) 16d <br />NAILS 0 EA END <br />LSTA12 0 EA TRUSS VERTICAL - BEND 0 <br />BOTTOM OF TOP PLATE <br />FRAMED BEARING WALL SEE PLAN AND WIO <br />DETAIL <br />SHEATHING PER PUN � / <br />SP2 w/ (12) 10d NAILS TO EA. STUD.---/ <br />FL1C FLOOR TRUSS/JOIST TO FRAMED WALL <br />WITHOUT SHEATHING <br />STRUCTURAL SHEATHING <br />CONTINUOUS THROUGH <br />FLOOR CONECTION <br />LSTA15 MAY BE USED 0 <br />EVERY STUD TO TRUSS OR <br />BEAM IN LIEU OF <br />CONTINUOUS SHEATHING <br />IAL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />IRDER NTH HORIZONTAL <br />NAILING PER DETAILS <br />UL W Un I Lwn InUJJ <br />ORDER <br />� <br />r�2-STORY CONNECTION @ BEAM <br />w <br />2x STUDS 016' <br />FLOOR SHEATHING <br />STRUCTURAL SHEATHING <br />CONTINUOUS THROUGH <br />FLOOR CONECTION <br />LSTA15 MAY BE USED 0 <br />EVERY STUD TO TRUSS OR <br />BEAM IN LIEU OF <br />CONTINUOUS SHEATHING <br />NAIL SHEATHING TO BOTTOM <br />TRUSS/JOIST PER PLAN <br />PLATE AND BEAM OR <br />GIRDER NTH HORIZONTAL <br />SHEATHING PER PLAN <br />NAILING PER DETAILS <br />TRUSS/JOIST CONNECTION <br />BEAM OR FLOOR TRUSS <br />TO BEAU PER MANUF. <br />GIRDER <br />2-STORY CONNECTION <br />@BEAM <br />FL9 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.OA.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />10/15/20 <br />DATE{{Ilil <br />♦ <br />o. 860 <br />1 <br />F <br />AtORt6`?`� <br />//�IIIi111��� <br />N <br />N <br />_9 <br />95 <br />0 <br />U <br />o <br />(1) <br />45 <br />00 <br />N00 <br />A0% <br />;.q <br />8 <br />oN <br />"o <br />V9 <br />0 <br />cz <br />•� <br />cu <br />II <br />V <br />�C <br />� <br />r—I <br />r <br />0 <br />f� <br />bb <br />N <br />� <br />lipulte ro <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />WTMtestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />.3 <br />