＜동해평원＞ 1일차

[염찬영]

 공정 1일차 - 자재입고 및 검수, 토대설치, 벽체 조립

희망찬 동해의 태양을 안고 하루를 시작합니다.

 ▲ 팀원회의(작업 진행과정 설명외)

 ▲ 자재입고(팀원, 작업동선고려), 검수

 ▲ 부자재 정리(종류별, 크기별 분류)

▲ 공구함 개방

▲ 토대설치 및 레이아웃

▲ 관련근거

R403.1.6 Foundation anchorage. 

 Sill plates and walls supported directly on continuous foundations shall be anchored to the foundation in accordance with this section. Wood sole plates at all exterior walls on monolithic slabs, wood sole plates of braced wall panels at building interiors on monolithic slabs and all wood sill plates shall be anchored to the foundation with anchor bolts spaced a maximum of 6 feet (1829 mm) on center. Bolts shall be at least 1/2 inch (12.7 mm) in diameter and shall extend a minimum of 7 inches (178 mm) into concrete or grouted cells of concrete masonry units. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section with one bolt located not more than 12 inches (305 mm) or less than seven bolt diameters from each end of the plate section. Interior bearing wall sole plates on monolithic slab foundation that are not part of a braced wall panel shall be positively anchored with approved fasteners. Sill plates and sole plates shall be protected against decay and termites where required by Sections R317 and R318. Cold-formed steel framing systems shall be fastened to wood sill plates or anchored directly to the foundation as required in Section R505.3.1 or R603.3.1. 외.

▲ 벽체조립

▲ 고려사항

TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS

Wall
7	Built-up studs-face nail	10d (3″ × 0.128″)	24″ o.c.
8	Abutting studs at intersecting wall corners, face nail	16d (31/2″ × 0.135″)	12″ o.c.
9	Built-up header, two pieces with 1/2″ spacer	16d (31/2″ × 0.135″)	16″ o.c. along each edge
10	Continued header, two pieces	16d (31/2″ × 0.135″)	16″ o.c. along each edge
11	Continuous header to stud, toe nail	4-8d (21/2″ × 0.113″)	—
12	Double studs, face nail	10d (3″ × 0.128″)	24″ o.c.
13	Double top plates, face nail	10d (3″ × 0.128″)	24″ o.c.
14	Double top plates, minimum 24-inch offset of end joints, face nail in lapped area	8-16d (31/2″ × 0.135″)	—
15	Sole plate to joist or blocking, face nail	16d (31/2″ × 0.135″)	16″ o.c.
16	Sole plate to joist or blocking at braced wall panels	3-16d (31/2″ × 0.135″)	16″ o.c.
17	Stud to sole plate, toe nail	3-8d (21/2″ × 0.113″) or 2-16d (31/2″ × 0.135″)	— —
18	Top or sole plate to stud, end nail	2-16d (31/2″ × 0.135″)	—
19	Top plates, laps at corners and intersections, face nail	2-10d (3″ × 0.128″)	—
20	1″ brace to each stud and plate, face nail	2-8d (21/2″ × 0.113″) 2 staples 1 3/4″ ×	— —
21	1″ × 6″ sheathing to each bearing, face nail	2-8d (21/2″ × 0.113″) 2 staples 1 3/4″	— —
22	1″ × 8″ sheathing to each bearing, face nail	2-8d (21/2″ × 0.113″) 3 staples 1 3/ 4	— —
23	Wider than 1″ × 8″ sheathing to each bearing, face nail	3-8d (21/2″ × 0.113″) 4 staples 13/4″	— —
Floor
24	Joist to sill or girder, toe nail	3-8d (21/2″ × 0.113″)	—
25	Rim joist to top plate, toe nail (roof applications also)	8d (21/2″ × 0.113″)	6″ o.c.
26	Rim joist or blocking to sill plate, toe nail	8d (21/2″ × 0.113″)	6″ o.c.
27	1″ × 6″ subfloor or less to each joist, face nail	2-8d (21/2″ × 0.113″) 2 staples 13/4″	— —
28	2″ subfloor to joist or girder, blind and face nail	2-16d (31/2″ × 0.135″)	—
29	2″ planks (plank &beam - floor &roof)	2-16d (31/2″ × 0.135″)	at each bearing
30	Built-up girders and beams, 2-inch lumber layers	10d (3″ × 0.128″)	Nail each layer as follows: 32″ o.c. at top and bottom and staggered. Two nails at ends and at each splice.
31	Ledger strip supporting joists or rafters	3-16d (31/2″ × 0.135″)	At each joist or rafter

▲ 탑플레이트 이음

▲ 코너 우레탄폼 충진

▲ 더블탑 플레이트 설치(안전고려)

▲ 기준벽체 설치 완료.

[즐거운상상]

수고하셨습니다. ^^
팀원 모두들 열심히 해주셨으며, 일이 착착 진행이 잘되어 좋았습니다.
앙카도 빠진곳 꼼꼼하게 체크하면서 ... 모든공정 성실시공 감사합니다.

[윤덕온(feeling)]

내일부터는 좀 살살해요~~
step by step ~~

[즐거운상상]

네^^ 차분히 안전하게 ~~

[염찬영]

수고하셨습니다. ^^ 감사합니다.