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STRUCTURAL SHEATHING. - <br />REFER TO STRUCTURAL SHEE <br />FOR NAILING & OTHER REQ. <br />` IPER <br />W32 TYP. 2—STORY WALL <br />INSULATION AS PER SPECS. <br />PRE-ENGINEERED ROOF TRUSSES. REFER TO <br />TRUSS MFGR. DRAWINGS. <br />SHINGLE (OR TILE ROOF PER SPEC) <br />— TRUSS STRAP PER STRUCT. DETAILS <br />TOP OF WALL <br />(REFER TO ELEV.) <br />FASCIA PER COMMUNITY SPEC <br />SOFFIT & OVERHANG PER SPECIFICATIONS <br />REFER TO 2ND FLOOR JOINT <br />DETAIL <br />RIM BD. OR TRUSS PER <br />STRUCT. <br />TOP OF FLOOR <br />(REFER TO ELEV.) <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 />- O,_O' <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />(2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' <br />O.C. STAGGERED <br />2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS ® 6' <br />O.C. STAGGERED <br />2x THRUST BLOCK W/ (3) 1/4'X2 3/4' <br />TAPCONS TO SLAB <br />�1 1 <br />2x THRUST BLOCK W/ (3) <br />1/4'X2 3/4' TAPCONS TO SLAB <br />T\imlA • 1 AT • im ArT • 11 A <br />12 <br />PER <br />ELEV. <br />STRINGERS TOE NAILED 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 />FASCIA PER COMMUNITY <br />SPEC. <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR <br />ALL REINF. REQ. <br />INTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />Ek FL <br />a as a <br />FINISHED GRADE <br />4. <br />MONOLITHIC FND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH, & REINF. <br />REQ. <br />W30 TYPICAL 1 STORY WALL SECTION <br />CLG. JOIST 0 16' O.C. <br />SECOND FLOOR <br />ELEV. PER PLANS <br />STAIR LAND G <br />ELEV. & SIZ PER <br />ARCH. PLANS <br />2x6 LEDGER SUPPORTED BY ONE OF THE <br />FOLLOWING STRUCTURAL SUPPORTS: <br />a. KNEE WALL BELOW (JOIST HANGERS <br />NOT REQUIRED) <br />b. (3) 16d NAILS INTO EACH STUD <br />(16. O.C. MAX) <br />c. (2) Y4* x 2 Y' CONCRETE SCREW <br />012' O.C. TO MASONRY <br />(2) 2x8 HEADER. SUPPORT <br />WITH KNEE -WALL OR (8) 16d <br />NAILS INTO STUD ® WALL <br />2x LEDGER ATTACHED TO (2)2x8 <br />HEADER W/ 10d NAILS @ 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 & (6) 10d TO LEDGER <br />GRASPABLE <br />HANDRAIL; 1 <br />1/4' 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' TUN <br />RETURN HANDRAIL <br />INTO 1X BACKER BD. <br />PLAN <br />IF USING PREMANUFACTURED 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 PER TRUSSES. REFER TO TRUSS <br />ELEV. ���WY50OF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />FASCIA PER <br />COMMUNITY SPEC. <br />.. SOFFIT & OVERHANG <br />PER SPEC. <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 />A$ <br />FINISHED <br />E0 <br />d. <br />ITHIC FND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH & REINF. REQ. <br />W31 TYPICAL 1 STORY WALL SECTION <br />STRUCTURAL SHEATHING <br />CONTINUOUSTHROUGH <br />FLOOR CONNECTION <br />2x STUDS @ 16- O.C. — <br />FLOOR SHEATHING <br />TRUSSIJOIST PER PLAN -� <br />SHEATHING 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"O.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'-0" O.C. FOR TWO BAYS. NAIL <br />FLOOR SHEATHING TO BLOCKING w/ 8d NAILS <br />4' O.C. I <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 />DIAG. REQ. @ BLOCKING. NAIL w/ (2) 10d NAILS <br />E.E. <br />FIELD FRAME 20 KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS 0 16' O.C. w/ (2) 16d <br />NAILS @ EA END <br />NAILING PER DETAILS <br />8" KNOCKOUT BLOCK w/#5 CONTINOUS BAR <br />GROUT SOLID <br />8" CMU WALL OR POURED CONIC. WALL, SEE <br />PLAN FOR VERT REINF. <br />ILOOR TRUSS/JOIST TO MASONRY WALL <br />STRUCTURAL SHEATHING <br />CONTINUOUS THROUGH <br />FLOOR CONECTION <br />LSTA15 MAY BE USED <br />EVERY STUD TO TRUSS OR <br />BEAM IN LIEU OF <br />CONTINUOUS SHEATHING <br />TAIL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />;IRDER WITH HORIZONTAL <br />IAILING PER DETAILS <br />mAm Lm rLUVrt IKU33 <br />GIRDER <br />r( i o 12-STORY CONNECTION BEAM <br />EDGE N"G <br />PER DETAILS <br />EDGE NAWNG <br />PER DETAILS <br />PRE. ENG. TRUSSES @ 24- O.C. <br />LSTA12 @ EVERY OTHER STUD. <br />HANGERS PER TRUSS MANUR <br />OR PLAN <br />� , „ 2-STORY CONNECTION BEAM <br />2x STUDS, SEE PLAN FOR SPACING AND <br />STRAPPING REQUIREMENTS <br />CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST - <br />23/32" FLOOR SHEATHING NAILED w/8d NAILS 6" <br />O.C. 0 EDGES & 12" O.C. FIELD NAILING (MIN) <br />TRUSS PER PLAN —� <br />SHEATHING PER PLAN <br />META16 ANCHOR 0 EA TRUSS OR ®24' O.C. <br />TO STRUCTURAL RIM IF JOISTS ARE USED <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTlOIN, SEE PLAN FOR ATTACHMENT <br />NAILING PER DETAILS <br />(4) 16d NAILS <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 BLOCK w/15 CONTINOUS BAR <br />GROUT SOLID <br />8" CMU WALL, SEE PLAN FOR VERT REINF. <br />LOOK TRUSS/JOIST w/LET-IN ON MASONRY WALL <br />2x STUDS @ 16" O.C: <br />FLOOR SHEATHING <br />STRUCTURAL SHEATHING <br />CONTINUOUS THROUGH <br />FLOOR CONECTION <br />LSTA15 MAY BE USED <br />EVERY STUD TO TRUSS OR <br />BEAM IN LIEU OF <br />CONTINUOUS SHEATHING <br />NAIL SHEATHING TO BOTTOM <br />PLATE AND BEAM OR <br />TRUSS / JOIST PER PLAN <br />GIRDER WITH HORIZONTAL <br />SHEATHING PER PLAN <br />NAILING PER DETAILS <br />TRUSS/JOIST CONNECTION <br />BEAM OR FLOOR TRUSS <br />TO BEAM PER MANUF. <br />GIRDER <br />?-STORY <br />CONNECTION @ BEAM <br />FL9 <br />C.O.A.# ARCHITECTURE:: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />8 BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />2/16/21 <br />oa`` <br />STATE 40 <br />OtNIA <br />0 <br />w ` <br />O <br />O <br />A <br />oo <br />4-J <br />O <br />0 <br />rV.4 <br />VJ <br />� <br />O <br />00 <br />di <br />n"I <br />;-1 <br />O <br />v <br />C <br />"o <br />U <br />cf' <br />r-4 <br />$� <br />V3 <br />V <br />� <br />0 <br />tt <br />M�M <br />N <br />I'� <br />t r <br />A s� <br />N <br />v <br />v <br />O <br />N <br />O N <br />c--� cc) <br />00 w <br />v <br />O N <br />� CID <br />-4--a Q H <br />H <br />03 � Q <br />o <br />.� 0 <br />= 0 <br />� � w <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Sin le Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Tower <br />NPC CHILD NUMBER <br />1569.501 <br />SHEET <br />S4.3 <br />