Plans 2109 Beach Ave 2011 stucco beam repairb IY I
h 1 I GENERAL NOTES: ABBREVIATIONS
CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH DRAWINGS OF OTHER CODE
1 i+ `,` 11 2007 FLORIDA+ UILDING CODE'EXISTING' ARCH.-ARCHITECT SIMP.-SIMPSON STRONG TIE
DISCIPLINES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB. VERIFICATION OF B.O.F. BOTTOM OF FOOTING
{ � S.W.-SHORT WAY
1 •` EXISTING DIMENSIONS SHALL BE DONE PRIOR TO THE CONSTRUCTION OF ANY PREFABRICATED MINIMUM DESIGN CRITERIA PER ASCE 7-05: CONT.-CONTINUOUS
T.O.C.-TOP OF CURB
COMPONENTS. CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE LOCATION,TYPE, AND DIA.-DIAMETER
DIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES,ANCHORS, INSERTS, OPENINGS, WIND LO,�DS: T.O.G.-TOP OF GRADE
G} ,; ETC.TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT. WIND SPED: 120 MPH (3 SEC GUST) E.W.-EACH WAY T.O. STEEL
F.F.E.-FINISHED FLOOR TYp.-TYPIC-TYPICAL
WIND EXPOSURE: C ELEVATION U.N.O.-UNLESS NOTED
{ , {
THESE PLANS ARE A STRUCTURAL REVIEW AND VALUE RECOMMENDATION ONLY. CHARLES P. L.W.-LONG WAY OTHERWISE
DIGIACOMO ASSUMES NO LIABILITY FOR CONTR4CTOR/BUILDER WORK AND INSPECTION OF SUCH W-WITH
�{ WORK DURING AND AFTER CONSTRUCTION OF ANY STRUCTURE CREATED FROM THESE PLANS. BUILDING CAfEEGORY: II
( , MIN.-MINIMUM WDO-WOOD DESTROYING
CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND SHALL INT. PRESSURE COEF: 55/ENCLOSED
O.C.-ON CENTER ORGANISM
` DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. P.T.-PRESSURE TREATED W/O-WITH OUT
CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED TO STABILIZE GRAVITY LOAD ROOF FLOOR W.W.F.-WELDED WIRE FABRIC
SIM.-SIMILAR
NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION IS COMPLETE. TOP CHORD LIkVE: 20 PSF 4I0 PSF
1 iI PLANS VOID TWELEVE MONTHS AFTER DATE OF SEAL FOR UPDATING TO CURRENT CODES AND TOP CHORD DLEAD: 7 PSF 10 PSF DRAWING INDEX:
CY�t I PRACTICES APPLICABLE AT THAT TIME. BOTTOM CHORD LIVE: 10 PSF 0 PSF SI--STRUCTURAL NOTES
BOTTOM CHORD DEAD: 10 PSF 5 PSF
FASTENERS: AND SPECIFICATIONS
ALL ANCHOR BOLTS AND THREADED RODS SHALL BE IN ACCORDANCE WITH ASTM A307, GRADE A BALCONY LIVL€: 60 PSF DETAIL
--FIRST FLOOR PLAN
OR ASTM F1554, GRADE 36 BALCONY DEP?CD: 20 PSF S2--FI
DEAD LOADS ARE SUPERIMPOSED. S2.1-SECOND FLOOR PLAN
EPDXY ANCHORS SHALL BE INSTALLED WITH SIMPSON STRONG-TIE CO. HIGH STRENGTH EPDXY
'SET' OR'AT' ADHESIVE. ALL ANCHORS SHALL HAVE A MIN. 1 3/4" EDGE OF CONCRETE TO CENTERLOCATED IN TiE COASTAL WIND-BORNE DEBRIS REGION.
1. NEW GLAZING5 SHALL BE IMPACT RESISTANT OR SHUTTER
OF ANCHOR EDGE DISTANCE WITH MIN. 7" EMBED U.N.O. INSTALL PER MANUFACTURERS WRITTEN
�{ INSTALLATION PROCEDURES. PROTECTED.
4�
�1 a DO NOT INSTALL THREADED RODS IN DIRECT CONTACT WITH TREATED LUMBER. AN EPDXY
COMPONENT AMD CLADDING WALL OPENING PRESSURES
t I FILLED GAP OF 1/8" OR GREATER SHALL BE MAINTAINED AT INTERFACE. ^
/ OPENING SIZE 'FT 2) INT PRESSURE EX} PRESSURE(PSF) Z
0-10 +46,-49 +46, -58 0
l' USE COMMON WIRE NAILS OF STANDARD LENGTH PER NDS' 2005. U.N.O. INSTALL FASTENERS 10-50 +43,-48 +43, -55
WITHOUT SPLITTING WOOD. 50-100 +42,-46 +42, -52 `'
CEi 100+ +40,-45 +40, -49
METAL FRAMING ANCHORS:
PROVIDE FRAMING ANCHORS OF TYPE AND SIZE INDICATED ON DRAWINGS MANUFACTURED BY W
EXT ZONE IS\WITHIN 6' OF ALL EXTERIOR EDGES OF STRUCTURE.. [--
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SIMPSON STRONG-TIE CO. INC. U.N.O. FASTEN ACCORDING TO MANUFACTURERS WRITTEN
SPECIFICATIONS. ALL REPLACED ANCHORS AND CONNECTIONS TO BE STAINLESS STEEL.
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AM
WOOD:
ZRI. , ALL LUMBER SHALL BE DRESSED, #2 S.P., DRY 14AX 19% MOISTURE CONTENT U.N.O.
,# ALL WOOD AND WOOD BASED MEMBERS EXPOSED TO WEATHER, IN DIRECT GROUND CONTACT, 3
If a€ OR IN DIRECT CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE
' , 4 TREATED TO RESIST DECAY TO A LEVEL RATED FOR THE SPECIFIC APPLICATION.
BORATE TREATED WOOD SHALL ONLY BE USED FOR ABOVE GROUND CONTACT WITH CONCRETE
+i l _ OR MASONRY APPLICATIONS. SUCH AS TOP OF SLAB PLATES AND LEDGERS. EXISTING CONTRACTOR VERIFIED
REGULAR INSPECTION AND MANTENANCE OF WOOD, WOOD-BASED AND METAL PRODUCTS USED UNDAMAGED SILL PLATE AND SECOND
IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR FLOOR STUDS.
(2)2z8
CONTINUED, LONG TERM PERFORMANCE. Vop PLATE
ALL WEATHER PROOFING, FLASHING ETC. IS BY OTHERS. EXISTING CONTRACTOR VERIFIED S
{ UNDAMAGED DECK JOISTS TO REMAIN AN
"I-LEVEL" PARALLAM (PSL) SHALL HAVE A EXTREME FIBER STRESS IN BENDING OF 2900 PSI MIN. REPLACE HANGER WHERE REQ'D 111TH
AND 2x10^6 PSI MODULUS OF ELASTICITY MIN., GREEN-GARD PT PRESERVATIVE TREATED SDS LUS28
� TO i-LEVEL SL2.
FASTEN BUILT-UP BEAMS OF 2" NOMINAL DIMENSIONAL LUMBER ON EDGE WITH MIN. (2) ROWS
OF .131"x3" GUN NAILS 6" O.C. ONE ROW NEAR TOP EDGE AND ONE NEAR BOTTOM.
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(�1 + CONTRACTOR DECK AND STAIR HANDRAIL\STRINGER DESIGN AND ATTACHMENT TO BE
414i ' SUBMITTED FOR APPROVAL AND/OR CHANGES BEFORE CONSTRUCTION. DAT
OB
�, ;'". ATTACH 2-PLY 2" NOM WOOD STUD CLUSTERS WITH .131"x3" GUN NAILS 6" O.C. EACH FACE. REPLACE EXISTING LEDGER WHERE REQUIRED. %�
:v ,. - ATTACH ADDITIONAL PLIES WITH .131"x3" GUN NAILS 6" O.C. UP TO 4-PLIES. UNLESS NOTED :. INSTALL (2) BOLTS AT ENDS AND EACH SIDE �
{ f `` OTHERWISE ON PLANS MIN. FASTENING OF ROUGH CARPENTRY SHALL BE PER CODE R602.2. OF SPLICES AND (2) ROWS i/2" DIA z4" LAG ���<5�•
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BOLTS STAGGER SPACED 12" O.C.. �Qv
+ ' 2 a REPLACE LVL PER PLAN V
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OR
REVIEWED FOR CODE COMPLIANCE
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CITY OF ATLANTIC BEACH •�
SEE PERMITS FOR ADDITIONAL
888 REQUIREMENTS AND CONDITIONS.
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jTHIS DRAWING IS THE PROPERTY OF CONSTRUCTION SOLUTIONS, INC. ANY USE OR REPRODUCTIDN WIT UT THE EXPRESSED WRITTEN ,CONSENT OF CONSTRUCTION SOLUTIONS, INC. IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESS L_YY RESERVED.
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3/16"--1''o"
€ _._PLAN NOTES
( ALTERATION CONSWSTS OF DOOR AND WINDOW SILL PLATES REQUIRE 5/8" MIN DIA. EPDXY SET ANCHORFIRS
REPLACEMENT AT &AST ELEVATION. W/STANDARD WASHER AND NUT TO MEET A MINIMUM OF
36" O.C. AND/OR (2) ANCHORS EACH PIECE AND
REPAIR TO EXISTIMG RESIDENCE FOR WATER DAMAGED BETWEEN 4"-12" EACH SIDE OF SILL PLATE SPLICES.
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WOOD MEMBERS. (REPAIR IS LIMITEa TO THE EAST NOTCH STUDS ABOVE MAX. 1.5"x1.5" TO ACCOMODATE.
N WOOD WALL WOOS MEMBERS AT DECK WALL. INSTALL HEADERS AS INDICATED PER PLAN WITH
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ALL DAMAGED MEI*BERS TO BE REMOVED AND REPLACED J=NUMBER OF)ACK STUDS AND K=NUMBER OF KING
WITH LIKE MEMBEIgS AND CONNECTIONS. U.N.O. STUDS.
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Ail REPAIR AND ALTER
TION ARE DESIGIWED AND MEET FBC COORDINATE WITH OTHER DISCIPLINES AND TRADES oB NUM
} 2007 EXISTING AiND IN NO WAY DO THESE PLANS IMPLY FOR LOCATIONS AND DIMENSIONS OF OPENINGS, ,%
? " ENTIRE EXISTING §TRUCTURE MEETS THE NEWEST RECESSES, SLEEVES AND PIPING. �%�`�C,S PP
'RESIDENTIAL' FL04RIDA BUILDING CODE OR IS NOT IN ��`��'••�,�C'
NEED OF REPAIR. SEE S1 SERIES SHEETS FOR GENERAL NOTES AND
G1ak DETAILS PERTAINING TO THIS PLAN. NOTES AND = No
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EXISTING FOUNDAION AND FRAMING IS ASSUMED TO DETAILS SHOWN THEREIN ARE GENERALLY NOT _
�E
BE WITHOUT DAMR(GE AND IS THE CONTRACTORS INDICATED, BUT ARE INTENDED TO DEFINE GENERAL
'{ RESPONSIBILITY FOR VERIFICATION. DESIGN CRITERIA AND TYPICAL CONSTRUCTION
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CONDITIONS OCCURRING THROUGHOUT THE WORK. Q'•
EXTERIOR WOOD LAP BEARING WALLS SHALL BE MIN. �� T'•.'°�
w` �Ilp} i� D��BELOW SPACED 16" O.C.: • O
GRADE AS SPECIFIC
+ � f; Ifs T� FOR "BRITTLE FINISH L/240 DEFLECTION CRITERIA
' ! � � 2x6 STUD UP TO NOM 12' WALL HEIGHT.
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{ SA EAST WALL PLAN SECOND FLOOR
PLAN NOTES 3/16"=1'-0"
ALTERATIOM CONSISTS OF DOOR ANIS WINDOW COORDINATE WITH OTHER DISCIPLINES AND TRADES
REPLACEME*JT AT EAST ELEVATION. FOR LOCATIONS AND DIMENSIONS OF OPENINGS
RECESSES, SLEEVES AND PIPING.
REPAIR TO EXISTING RESIDENCE FOR WATER DAMAGED
WOOD MEM@ERS. REPAIR IS LIMITED TO THE EAST SEE S1 SERIES SHEETS FOR GENERAL NOTES AND
WOOD WALLL WOOD MEMBERS AT DESK WALL. DETAILS PERTAINING TO THIS PLAN. NOTES AND
DETAILS SHOWN THEREIN ARE GENERALLY NOT
air ALL DAMAGFED MEMBERS TO BE REMOVED AND REPLACED INDICATED, BUT ARE INTENDED TO DEFINE GENERAL ����
WITH LIKE MEMBERS AND CONNECTIONS. U.N.O. DESIGN CRITERIA AND TYPICAL CONSTRUCTION -IQ,
CONDITIONS OCCURRING THROUGHOUT THE WORK. Q'
REPAIR ANU ALTERATION ARE DESIGNED AND MEET FBC V
{` fi, 2007 'EXISTILNG' AND IN NO WAY DO THESE PLANS IMPLY = �r
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( ENTIRE EXISTING STRUCTURE MEETSITHE NEWEST
;j. 'RESIDENTI*L' FLORIDA BUILDING CODE OR IS NOT IN
NEED OF REPAIR. .�
EXISTING FfRAMING IS ASSUMED TO BE WITHOUT
NO IS THE CONTRACTORS RESPONSIBILITY
`a o FOR VERIFI6ATION.