5702 FLEET LANDING BLVD - DOOR DRAWING f
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GENERAL NOTES LOAD TABLE COMPONENT AND CLADDING
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1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING ROOF: DESIGN PRESSURES
EDITION,ACI, NDS,APA AND ASCE7-10. LIVE LOAD: 20.0 PSF I
DEAD LOAD: 7.0 PSF EFFECTIVE INTERIOR ZONES, o W
2. THE ALTERATIONS FOUND WITHIN THESE PLANS A E DESIGNATED LEVEL 2 ALTERATIONS IN AREA, SF END ZONES, PSF PSF
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COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. CEILING: W
LIVE LOAD: 10.0 PSF 0-20 24.4 -32.0 24.4 -26.6 Z o
3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE LIVE LOAD-STORAGE: 30.0 PSF o ° o j
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. DEAD LOAD: 5.0 PSF 20-50 22.9 -28.8 22.9 -25.3
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4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO FLOOR: 50-100 21.6 -27.2 21.6 -24.0
COMMENCING CONSTRUCTION. LIVE LOAD: 40.0 PSF
DEAD LOAD: 10.0 PSF 100-200 20.8 -24.4 20.8 -22.9
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR DECK LIVE LOAD: 50.0 PSF o
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED W
OTHERWISE ON THE PLANS. WIND LOADS:
WIND SPEED: 130 MPH
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED T D THE CHANGES SHOWN ON THESE PLANS, EXPOSURE: C j CO
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, IMPORTANCE: 1 0 m N
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. BUILDING CATEGORY: II O
FRAMING NOTES ENCLOSED BUILDING: 0 0 0
INTERIOR PRESSURE z � z U
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING COEFFICIENT: 0.18 Q LO Q w
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD ROOF PITCH: MATCH EXISTING t- z �- m
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CONSTRUCTION. w J
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2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN 7 HE LOAD TABLE ON THIS SHEET. o
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3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE S MPSON. ALTERNATE CONNECTORS ARE
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACI IES ARE ACHIEVED. CONTACT ENGINEER
OF RECORD IF EQUAL CAPACITIES ARE NOT APPAREN r. N
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4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE s
TREATED.
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
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6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHAL BE GALVANIZED. l.._
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7. DIMENSION LUMBER
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7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS -i
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL.BEAR FULLY ON POSTS. Q
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7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH W
SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF FrSEP
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RECORD. THE JOIST HANGERS SHALL BE NAILED ITH NAILS MEETING THE DIAMETER AND W
LENGTH PER THE DETAILS.
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED I
BELOW:
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8d =0.131"x 2-1/2" aU
10d = 0.148"x 3" OFFICE COPY � LL
12d =0.148"x 3-1/4" ;
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_ 0.162"x 3-1/2" X m W
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9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FO TING DETAILS ON THE FOUNDATION PLAN REVIEWED FOR CODE COMPLIANCE ry o
AND/OR THE FOOTING DETAILS SHEET.
CITY OF ATLANTIC BEACH Q
SEE PERMITS FOR ADDITIONAL Sheet No.
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. REQUIREMENTS AND CONDITIONS
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REVIEWED B�/i c)ATE: ,17~.25'/6 OFFREY W.GARTNER SO.01
P.E.59328
09-22-16 1 OF 2
ars
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TOP PLATE TO HEADER: m
- - - - - - - - - _ - SSP AT 1-6"-OAC - - - - _
— EXISTING TOP PLATE TO REMAIN.
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KING STUDS TO TOP AND BOTTOM -
PLATE WITH SSP.
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NEW HEADER. SEE PLAN FOR SIZE, o
KINGS AND CRIPPLES. W
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CRIPPLES TO HEADER: cy)
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MSTA18 WITH (6) 10d IN HEADER, J N
(8) 10d IN CRIPPLE m M
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INTERMEDIATE CRIPPLES cv Q
INSTALLED BETWEEN WIDOWS. Q
FASTEN TO HEADER WITH (1)
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IN LIEU OF SSP, USE LTT20B AT =0 20 a�
CRIPPLE/KING GROUP. FILL HOLES Q
WITH 10d NAILS AND USE 5/8"X6" J
ANCHOR IN FOOTING. Q
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1/2"X6"TITEN HD SCREWS NO
FURTHER THAN 3"AWAY FROM
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CRIPPLE STUDS.
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EXISTING FOOTING TO REMAIN
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OFFICE COPY
Sheet No.
HEADER FRAMING DETAIL-
1 3/4"= 1'-011 S1 .01
GEOFFREY W.GARTNER
P.E.59328
09-22-18 2 OF 2
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