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QTYPICAL CONSTRUCTION NOTES:
°O 0„d,tt«eBmi 1. WALLS ARE 1/2" GYP. BOARD ON INTERIOR SIDE OF 2x4 WOOD STUDS, (� ..� 101.95' (M) ..
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N �. a. lrs %c�tnzl) I)t�Etici� WITH NOM. 1/2" SHEATHING ON EXTERIOR SIDE, UNLESS NOTED 89'47'58' M
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��� �.� . t ' �, � OTHERWISE (U.N.O.). 2x6 STUDS MAY BE USED AS AN ALTERNATE.
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�,, s 2. OPENINGS IN STUD WALLS ARE DIMENSIONED TO CENTERLINE OF
Lu I �" OPENING. COORDINATE ROUGH OPENING SIZE WITH REQUIREMENTS OF
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DOOR OR WINDOW MANUFACTURER. 20' SETBACK
(Al S` 3. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED
18-34 38-2S-29E SE'
H ATLANTIC BEACH LOT �h B OTHERWISE (IF APPLICABLE). �1 r
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1,2 BLK 221 r a 4. ALL EXTERIOR DIMENSIONS IN STUD WALLS ARE TO FACE OF SHEATHING. _ Q
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5. INSTALL FIREBLOCKING PER FBC 2305.1.4
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( LOTS 1&2, BLOCK 221 ; I LOT 1, BLOCK 222
6. APPLY BITUTHENE TAPE AROUND ALL OPENINGS PER MANUFACTURER'S f-- - -�
RECOMMENDATIONS. 4f 1 Z
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oirilAmin„'tap 7. ALL SIMPSON (OR EQUAL) CONNECTORS SHALL BE FASTENED PER THE
MANUFACTURER'S INSTRUCTIONS, REFER TO CATALOG FOR FASTENER
TYPE, QUANTITY, AND LOCATION
8. CONTRACTOR SHALL SELECT TRUSS MANUFACTURER WITH ENGINEERING (� ' \ m EXISTING HOUSE [
w•_ _._ -..."r CAPABILITY TO DESIGN TRUSSES AND SHEAR/BEARING WALLS. I M Y O p
2014 FLORIDA BUILDING CODE, 5th EDITION 1 Cn v M J
9. SEE ENGINEERING DRAWINGS BY PRE-ENGINEERED TRUSS UJ - m LJ
BUILDING CODE SUMMARY: MANUFACTURER FOR ROOF TRUSSES, CONNECTIONS, AND N N _
SHEAR/BEARING WALL DESIGNS AND UPLIFT RESISTANCE. Q COVERED AREA \ a; U J 0 U
BUILDING OCCUPANCY R3 10. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED o l OV 7 o � (D Q m
ZONING RS-2 ,��', C01� . W L� Qz
11. CONTRACTOR SHALL SELECT EXTERIOR BUILDING PRODUCTS APPROVED C° , ' 0 v
BY THE FLORIDA BUILDING COMMISSION AND BEARING PRODUCT w
EXISTING AREA 1200 S.F. APPROVAL NUMBERS FOR PANEL WALLS, EXTERIOR DOORS, ROOFING / Q m Z
ADDITION AREA 782 S.F. PRODUCTS, SKYLIGHTS, WINDOWS, SHUTTERS, STRUCTURAL COMPONENTS, ! /�j p J
TOTAL AREA 1982 S.F. AND BUILDING ENVELOPE PRODUCTS OF NEW TECHNOLOGY. ��va ( �7� I p's� �hlnsrl �� Q
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LOT COVERAGE 16% 12. VERIFY LOCATIONS OF UNDERGROUND UTILITIES BEFORE EXCAVATINGLOT 2, BLOCK 222
2tW DRIVEWAY
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CONSTRUCTION CONTINUOUS SPREAD FOOTINGS, WOOD STUD `� ®u I K' M
FRAMING, PRE-ENGINEERED WOOD ROOF TRUSSES
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Sec. 24-83. - Required yards and permitted projections into required CONCRETE SLAB ON GRADE NOTES: 89'49'35" (M) - __ � '1g'pg" (M CV /�V o �W)o
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yards. 1. Site preparation. The area within the foundation walls shall 'nave all '- SETBACK u '0 Z-
(b)
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(b) Structural projections. Architectural features such as eaves and vegetation, top soil and foreign material removed. v '- w
cornices, and cantilevered ba windows, open balconies and orches may \, 23'-0" 101.63' (M) o F
Y P P Y 2. Fill material shall be free of vegetation and foreign material. The fill !�+ -ai X
project a distance not to exceed forty-eight 48) inches into required shall be compacted to assure uniform support of the slab, and d LOT 3, BLOCK 221 _ a U-a
front and rear yards. Such balconies and porches may be covered, but except where approved, the fill depths shall not exceed 24" for cleanNORTH = a Z :'F
shall not be enclosed in any manner, except that balconies and porches sand or gravel and 8" for earth. S TE PLAN U � W
FILE COPY ��within rear yards may be enclosed with screeling only. Eaves and 11 a3. A 6 mil polyethylene or approved vapor retarder with joints lapped not 1 » = 20 < �` -C Q
cornices, cantilevered bay windows, chimneys, and architectural elements less than 6" shall be placed between the concrete floor slob'and the JOU
intended to create design relief along the side wall plane may project into base course or the prepared subgrade where no base course'(exists. W
required side yards, but not beyond twenty-f ur (24) inches. J o
4. Where provided in slabs on grade, reinforcement shall be supported to
remain in place from the center to upper one third of the slab for FLOOR LOADING 40psf ROOF SHEATHING MINIMUM NAIL PATTERNS o
the duration of the concrete placement. ROOF LOADING Cd-1.25 12" O.C. (FIELD)
Sec. 24-106. - Residential, single-family district (RS-2). TOP CHORD LIVE LOAD 20psf 6" O.C. (EDGES)
5. Concrete slabs on grade shall be provided with joints in accordance
(e) Minimum yard requirements. The minimum yard requirements within the with ACI 224.3R or other approved methods. Exception: one and two TOP CHORD DEAD LOAD 7psf
RS-2 zoning district shall be: family dwellings with concrete slab reinforced with fibermesh (Fiber BOTTOM CHORD LIVE LOAD WALL SHEATHING MINIMUM NAIL PATTERNS
(1) Front yard: Twenty (20) feet. 2 len th shall be from I" to 2" and dosage shall be per manufacturer's ATTICS W/ LIMITED STORAGE 20psf 6" O.C. (EDGES)
(2) Rear yard: Twenty (20) feet. LS o or BOTTOM CHORD DEAD LOAD 5psf 12" O.C. (FIELD) W
ompliont 6 x 6 W1.4 x W1.4 welded wire reinforcement
(3) Side yard: Combined fifteen (15) total feet a (5 c in the middle to the upper one-third of the slab. t W
minimum feet on either side. Weld wi reinforcement fabric shall be supported with approved WIND LOADING Cd=1.60 BASIS: ROOF FRAMING OF SOUTHERN PINS;
U (f) Building restrictions. Building restrictions within the oniApfiistric8 mat s supports at spacings not to exceed 3' or in accordance ASCE 7-10, 3s GUST 130mph BASIC WIND SPEED SPECIFIC GRAVITY >.49 t <
_� shall be: 2016with nufacturer's specifications. EXPOSURE CATEGORY B
_ (1) Maximum impervious surface: Fifty 50) perc nt. RISK CATEGORY II (ORDINARY USE) FASTENERS SHALL BE 8d RING-SHANK NAILS.
Q; (2) Maximum building height: Thirty-five (35) fe - .8.. ENCLOSURE CLASSIFICATION ENCLOSED ROOF & WALL SHEATHING SUPPORTED 24" O.C.
CL INTERNAL PRESSURE COEFF. +0.43/-0.73 MAXIMUM MAX. SHALL BE MIN. � " or " WOOD STRUCTURAL
DD NOT SCALE THE DRAWINGS
tW C&C DESIGN PRESSURES PANEL SHEATHING COMPLYING WITH FBC 2304.7 STH REVISION
REVIEWED FOR CODE COMPLIANCE ROOF +0.41 (100 SF OR MORE) 4TH REvIs10N
Z I CITY OF ATLANTIC BEAACHC2 � E . -0.92 (100 SF OR MORE) BUILDING SHALL BE CONSTRUCTED IN ACCORDANCE 2ND REVISION
SEE PERMITS FOR ADDITIONALr OVERHANG -1.36 (100 SF OR MORE) WITH THE CONVENTIONAL LIGHT-FRAME IST REVISION29.
® CONSTRUCTION PROVISIONS OF SECTION 2308, PROJECT NUMBER JAN 201601110
o REGUIREME sANDCONMIONS ' FLORIDA BUILDING CODE. SITE PLAN &
Co !.�1Z�J��"" ^� GARAGE DOOR DESIGN PRESSURE +16.00/-17.32 psi NOTES
REVIEWEDSY:��AT'E: -3� V 36x80 DOOR DESIGN PRESSURE +17.42/-18.96 psi A
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ISSUE DATE JAN.29.2016
Z i PROJECT NUMBER 20160110
FILE COPY
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2ND REVISION
Z IST REVISION
ISSUE DATE JAN.29,2016
0 ECT NUMBER
NORT ELEVATION SOUTH ELEVATION FILE COPY PRDJELEVATIONSoD
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xI & PRE-ENGINEERED WD.
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------------ MTC. VALLEY FLASHING
______ 2x6 RAFTERS W/ 2x8 RIDGE BEAM. FASTEN SIMPSON H2.5
RAFTERS TO 2x8 FLAT ON EXISTING ROOF LAG
PRE-FINISHED FASCIA &
I ---------- ---- ---_ BOLTED INTO EXISTING SHEATHING @ 24" O.C. 'HEAVE TRIM
EXTERIOR WALL BELOW -- Z
---_-_-_-_ ____-_ _-_ FASTEN RAFTER TO FLAT 2x8 W/ SIMPSON
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HGAM 10 OR EQUAL @ EA. END PRE-FINISHED VENTED
SIMPSON H6 STUD SOFFIT F-
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3RD REVISION
O 2ND REVISION
NORTH IST REVISION MARCH 30,2016
Issue DATE JAN.29,2016
ROOF PLAN 2 WALL SECTION PR OJ ROOFOECT BEPLAN R 2016°&
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110
� DETAILS
(143/16" = 1'-0" 3/4„ _ 1'—p„
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