1755 BEACH AVE - ALTERATION DRAWINGS002 N
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GENERAL NOTES:
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1. CONTRACTOR/OWNER SHALL SUPPLY ALL LABOR, TOOLS, AND EQUIPMENT NECESSARY TO a
COMPLETE ALL THE WORK SHOWN ON THE DRAWINGS AND IN THESE GENERAL NOTES. w Z � o
2. ALL WORK PERFORMED SHALL CONFORM TO THE FLORIDA BUILDING CODE FIFTH EDITION w w
(2014) - RESIDENTIAL WITH THE LATEST UPDATES AND SUPPLIMENTS INCLUDED. w Z
3. THE CONTRACTOR/OWNER SHALL OBTAIN ALL BUILDING DEPARTMENT PERMITS AND APPROVALS, >
AND SHALL MEET OTHER CODE AND BUILDING DEPARTMENT REQUIREMENTS AS NECESSARY. w
4. UNLESS OTHERWISE NOTED ON DRAWINGS, NOTES, OR SPECIFICATIONS, ALL NEW WORK SHOULD w U
BE CONSIDERED AN EXTENSION OF THE EXISTING STRUCTURE AND SHOULD BE CONSTRUCTED OF w
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MATCHING AND LIKE MATERIALS AS IS PRACTICAL AND OBTAINABLE, AS BUILDING CODE ALLOWS. W cf)
5. ANY EXISTING FRAMING MEMBERS THAT ARE TO BE CUT, DRILLED, SAWN, OR OTHERWISE ALTERED °o of
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SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. MATERIALS WHICH ORIGINAL CONDITION. Q O a a
ARE OTHERWISE DAMAGED OR DESTRUCTED SHALL BE RESTORED TO THEIR ORI G
6. THE SCOPE OF WORK REPRESENTED BY THESE PLANS IS GENERALLY INDICATIVE OF THE ACTUAL FIELD U a a
CONDITIONS, BUT ALL CONDITIONS ARE NOT GUARANTEED AND MUST BE FIELD VERIFIED BY CONTRACTOR/OWN •RO w
PRIOR TO PERMITTING AND/OR CONSTRUCTION. IF ANY FIELD CONDITIONS ARE NOT PROPERLY REPRESENTED O q PLANS,
CONTRACTOR/OWNER SHALL NOTIFY DESIGNER AND ENGINEER OF RECORD PRIOR TO ANY DEMOLITION OR MODIFICATIONS.
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7. NO WORK SHALL COMMENCE UNTIL THESE PLANS HAVE BEEN APPROVED BY THE BUILDING DEPARTMENTw W ?z
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AND A PERMIT HAS BEEN ISSUED.
8. IT IS THE CONTRACTOR'S/OWNER'S RESPONSIBILITY TO INSURE THAT PROPER CONSTRUCTION METHODS ARE Z a
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IMPLEMENTED, WHICH INCLUDES BUT IS NOT LIMITED TO, STRUCTURAL INTEGRITY, WATERPROOFING INTEGRITY, C/) w r
PROPER ELEVATIONS AND GRADES, PROPER USE OF MATERIALS, BUILDING CODE REQUIREMENTS, ETC.
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CONTRACTOR/OWNER SHALL COORDINATE BETWEEN ALL TRADES NECESSARY TO COMPLETE THIS PROJECT 0 _ ¢ O
ACCORDING TO THE FLORIDA BUILDING CODE REQUIREMENTS. ANY DISCPRENCIES IN THESE PLANS SHALL p Q
BE REPORTED IMMEDIATELY TO THE DESIGNER AND STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. z
9. CONSTRUCTION METHODS, PROCEDURES, AND SEQUENCES ARE THE RESPONSIBILITY OF THE CONTRACTOR/OWNER O (f)AND CONTRACTOR/OWNER SHALL TAKE ALL NECESSARY MEANS TO PROTECT THE STRUCTURAL INTEGRITY OF ALL p z
CONSTRUCTION AT ALL TIMES. ANY WORK PERFORMED OUTSIDE THE SCOPE REPRESENTED ON THESE PLANS Z p o
ARE AT THE SOLE DESCRETION OF THE CONTRACTOR AND OWNER. cm
10. ALL NEW WINDOWS, DOORS, SKYLIGHTS, ROOFING, AND OTHER CLADDING AND COMPONENTS SHALL HAVE PROPER FLORIDA z z y
PRODUCT APPROVAL DOCUMENTATION SUBMITTED TO THE BUILDING DEPARTMENT. O 2 m
11. ALL MANUFACTURED/PURCHASED ITEMS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S/ z
SUPPLIER'S SPECIFIED AND RECOMMENDED INSTALLATION PROCEDURES, ADHERING TO BUILDING CODE. w Z
12. ALL DEMOLITION NECESSARY TO CARRY OUT THE SCOPE OF THESE PLANS SHALL BE UNDERTAKEN WITH EXTREME CARE 2 w o
AND CAUTION AS TO NOT DISTURB OR DAMAGE EXISTING STRUCTURAL ELEMENTS SUCH AS, BUT NOT LIMITED TO, COLUMNS, �_ r
WALLS, BEAMS, ETC. m
13. ANY SUBSTITUTIONS TO THESE PLANS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD FOR Q a 3
THIS PROJECT.
14. A BASIC WATERPROOFING DETAILS PAGE IS PROVIDED WITH THESE PLANS AS GUIDANCE BUT NO GUARANTEES ARE C
REPRESENTED WITHIN THESE DETAILS AND ALL WATERPROOFING FOR THIS PROJECT IS THE RESPONSIBILITY OF THE Z
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CONTRACTOR/OWNER.
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1/4" = 1'-0" 0 w Q
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PROPOSED FIRST FLOOR ELECTRICAL PLAN Z
OFFICE COPY
1/4" = 1'-011
THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS.
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FRAMING NOTES AND LEGEND m
TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. co W
STUD MATERIAL: 2x No.2 SPF, UNO. o
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HEADERS: a
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X £ w
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3.5') COMMON NAILS AT 12 ON CENTER. USE OSB SHIMS AS NECESSARY TO
A I MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' p v
A i THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a o
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j HEADER NOTATION IS: ai w
React: VERIFY OR INSTALL w
(2)2X6 2:2
CL:2351 1
'% NUMBER OF PLIES IN HEADER
DL: 1299 j
NUMBER OF KING STUDS
11 " ( 2x6 :1
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NUMBER OF CRIPPLE STUDS
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SIZE OF DIMENSIONAL LUMBER z o
(3) 1.75"X11.25"2.0E Q
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G-P LAM LVL 1 ® 1-STORY THREADED ROD Z
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TYP FOR FILLED
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IN OPENINGS.
STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS.FASTEN BEAM TO
STUD GROUP WITH(2)MSTA24. FASTEN STUD GROUP TO FOOTING
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—_ -- - _ WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS Q
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WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED.
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FIL-IN OPENING WITH 2x O Z WITH 10d NAILS AT 3"O.C.
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SPF STUDS AT 16 O.C.AND
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TOP PLATE TO HEADER: W
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SSP AT 24”O.C.WITH ALL HOLES FILLED WITH I— u
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EXISTING TOP PLATE TO 8d NAILS.
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{ N0.2 SYP HEADER,TYP. SEE PLANS FOR
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KING STUDS TO TOP AND
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FILL OPENINGS WITH 2X NO.2 MSTA18 WITH(6) 10d IN i
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FADER IN EXISTING WALL
D WALL FILL DETAIL HEADER FRAMING DETAIL C �/
3/4"= 1'-0" 31 "= 1'-0" O f F�C E C O P i
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