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�I <br />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)2A HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' <br />O.C. STAGGERED <br />INSULATION AS PER SPECS. 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6' <br />O.C. STAGGERED <br />PRE-ENGINEERED ROOF TRUSSES. REFER TO <br />TRUSS MFGR. DRAWINGS. STRINGERS ME NAILED TO 2X LEDGER W/ (4) <br />10d NALS. <br />SHINGLE (OR TILE ROOF PER SPEC) ELEv A zL PER -- <br />- TRUSS STRAP PER STRUCT. DETAILS 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' ARCH. PLANS <br />TAPCONS TO SLAB <br />CLG. JOIST 016' O.C. 2x6 LEDGER SUPPORTED BY ONE OF THE <br />Alk TOP OF WALL FOLLOWING STRUCTURAL SUMORTS. <br />a KNEE WAIL BELOW (JOIST HANGERS <br />(REFER TO ELEV.) NOT REQUIRED) <br />AL <br />D'—D° b. (3) 16d NAILS INTO EACH STUD <br />(16' O.C. MAX) <br />FASCIA PER COMMUNITY SPEC c (2) r, x 2 r CONCRETE SCREW <br />012' QC. TO MASONRY <br />— SOFFIT PER MANUFACTURER'S <br />INSTALLATION INSTRUCTIONS <br />2x THRUST BLOCK W/ (3) <br />1/4'X2 3/4' TAMS TO SLAB <br />REFER TO 2ND FLOOR JOINT <br />DETAIL <br />RIM BD. OR TRUSS PER O'-O" <br />STRUCT. <br />TOP OF FLOOR <br />(REFER TO ELEV.) <br />TYPICAL STAIR DE <br />TOP OF CMU <br />(REFER TO ELEV.) <br />BOND BEAM PER PLAN <br />EXTERIOR <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />0'-0' <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />12 <br />PER <br />ELEV. <br />(2)2.X8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 <br />6' O.C. STAGGERED <br />2X LEDGER ATTACHED TO (2)2X8 HEADER W/ 1Dd NAILS 0 <br />6' O.C. STAGGERED <br />STRINGERS TOE NAND TO 2X LEDGER W/ (4) <br />10d NAILS <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ. <br />INSULATION AS PER SPEC. <br />PRE-ENGINEERED ROOF <br />TRUSSES. REFER TO TRUSS <br />MFGR. DWGS <br />ASPHALT ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />FASCIA PER COMMUNITY <br />SPEC. <br />SOFFIT PER MANUFACTURERS <br />INSTALLATION INSTRUCTIONS <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR <br />ALL REINF. REQ. <br />EXTERIOR <br />INTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />FINISHED GRADE <br />a <br />MONOLITHIC FND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH, & REINF. <br />REQ. <br />W30 TYPICAL 1 STORY WALL SECTION <br />CLG. JOIST 016' O.C. <br />ELEV. PER PLANS <br />(2) 20 HEADER SUPPORT <br />WITH KNEE —WALL OR (8) 16d <br />NAILS INTO STUD 0 WALL <br />2x LEDGER ATTACHED TO (2)2x8 <br />HEADER W/ 10d NAILS 0 6' O.C. <br />STAGGERED <br />SECURE 2x6 FLOOR JOISTS 0 16' O.C. TO <br />HEADER wAUS26 JOIST HANGERS w/(4) <br />10d TO JOIST h (6) 10d TO LEDGER <br />GRASPABLE <br />HANDRAIL; 1 <br />1/C MIN TO <br />1-1/2' MAX <br />DIAMETER <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 FRAMING PER MANUF. <br />RECOMMENDATIONS <br />SECTION <br />1 1/2' Mw <br />RETURN HANDRAIL <br />INTO 1X BACKER BO. <br />Flik <br />N <br />IF USING PREMMUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ. <br />INSULATION AS <br />PER SPEC. <br />PRE-ENGINEERED ROOF <br />12 TRUSSES. REFER TO TRUSS <br />PER MFGR. DWG <br />EIEV. ASPHALT ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />_ _ _ _ _ _ _ _ _ STRUCT. DETAILS <br />FASCIA PER <br />COMMUNITY SPEC. <br />SOFFIT PER MANUFACTURERS <br />INSTALLATION INSTRUCTIONS. <br />BOND BEAM <br />PER PLAN <br />PRECAST LINTEL <br />PER PLAN <br />OPENING w/ PRECAST <br />SILL PER PLAN <br />SEE STRUCT. FOR <br />ALL REINF. REQ. <br />EXTERIOR <br />INTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />FINISHED <br />a <br />------------------- THIC END., SEE <br />a <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH & REINF. REQ. <br />W31 TYPICAL 1 STORY WALL SECTION <br />STRLICI LSHEATIWG <br />CONTNUOUSIHROUGH <br />FLOOR CONINXIION <br />b( STUDS @ 16'o.C. - <br />FLOOR SHEATHNG <br />TRUSSWOIST PER PLAN -� <br />SHEATHNG PER PLAN <br />BEAM OR FLOOR TRUSS GIRDER <br />2x STUDS, SEE PLAN FOR SPACING AND <br />STRAPPING REQUIREMENTS <br />CONT. 2x PLATE w/(2) 16d NAILS 016'0.C. <br />23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' <br />O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) <br />2x BLOCKING 4'—O' O.C. FOR TWO BAYS. NAIL <br />FLOOR SHEATHING TO BLOCKING w/ 8d NAILS 0 <br />4' O.C. <br />TRUSS PER PLAN — <br />SHEATHING PER PLAN — <br />META16 ANCHOR 0 24' O.C: <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT <br />2x STUDS, SEE PLAN FOR SPACING AND <br />STRAPPING REQUIREMENTS <br />CONT. 2x PLATE w/2-16d NAILS 0 EA. JUST — <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 20 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 />8' KNOCKOUT BLOCK w/,#5 CONTINOUS BAR <br />GROUT SOLID <br />8' CMU WALL OR POURED CONC. WALL, SEE <br />PLAN FOR VERT REINF. <br />I /1^n TI'11 100 J 1^10T T^ L A A O^klnX/ IAI All I <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 />IAIL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />;ROER WITH HORIZONTAL <br />IAILING PER DETAILS <br />ULMM vn rLwn inwJ <br />GIRDER <br />� 2-STORY CONNECTION � BEAM <br />i w <br />EDGE NALIrG <br />PER DETALS <br />EDGE NMM <br />PER DETAILS <br />PRE. ENO. TRUSSES @ 24' O.C. <br />LSTA12 @ EVERY OTHER STUD. <br />HANGERS PER TRUSS MANUF. <br />OR PLAN <br />r/ i i� 12-STORY CONNECTION @BEAM <br />a <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTION, SEE PLAN FOR ATTACHMENT <br />c <br />NAILING PER DETAILS <br />(4) 16d NAILS <br />c <br />RIBBON TO EA. TRUSS <br />8d NAILS 3' O.C. WALL SHEATHING <br />TO EACH TRUSS <br />(4) 16d NAILS RIBBON TO EA. TRUSS <br />NAILING PER DETAILS <br />8' KNOCKOUT BLOC( w/15 CONTINOUS BAR <br />GROUT SOLID <br />8' CMU WALL, 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 />FL2 FLOOR TRUSS/JOIST w/LET-IN ON MASONRY WALL <br />STRUCTURAL SHEATHING <br />CONTINUOUS THROUGH <br />FLOOR CONECTKIN <br />2x STUDS 016' O.C. <br />LSTA15 MAYBE USED 0 <br />EVERY STUD TO TRUSS OR <br />FLOOR SHEATHING BEAM IN LIEU OF <br />CONTINUOUS SHEATHING <br />NAIL SHEATHING TO BOTTOM <br />TRUSS/JOIST PER PLAN <br />PLATE AND BEAM OR <br />GIRDER WITH HORIZONTAL <br />SHEATHING PER PLAN <br />TURNING PER DETAILS <br />TRUSS/JOIST CONNECTION <br />BEAM OR FLOOR TRUSS <br />TO BEAM PER MANUE <br />GIRDER <br />FL9 2-STORY <br />CONNECTION @ BEAM <br />C.OJL# ARCHITECTURE: <br />AA26MOM <br />GC..OwA.# ENGINEERING: <br />29349 <br />C3 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E.086026 FLORIDA <br />4/28/21 <br />DATE `���IiittJtJ f� <br />r � <br />=� <br />STATE 0 !yam <br />•"fir!► '•, 1M' pp ,,a',,,�►`�,. <br />JJti1ii11 <br />C <br />Cl) <br />e-4 <br />00 <br />0 <br />VJ <br />.o <br />AL0 <br />iN <br />45 <br />�MM <br />N <br />M <br />Uull <br />o <br />M� <br />l ` J <br />co <br />Ell <br />N <br />t�n�i <br />*PulteGroup- <br />PRODUCT MANAGER <br />IRELEASE <br />DATE: XX /XX /XXXX <br />' PROJECT TYPE <br />n• _ 1 r <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Tower <br />NPC CHILD NUMBER <br />1569.501 <br />SHEET <br />S4.3 <br />