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GENERAL PLAN NOTES > 0 a
THE CO 4TRACTOR SHALL VERIFY ALL EXISTING CONDITIONS NOTED AND ILLUSTRATED ONuj 0
THE CO STRUCTION DOCUMENTS PRIOR TO FABRICATION,DEMOLITION,AND GENERAL STRUCTURAL NOTES. 3ZCONST UCTION.ANY DEVIATIONS DISCOVERED BY THE CONTRACTOR SHALL BE SUBMITTED
TO THE NGINEER FOR REVIEW. DESIGN BUILDING CODE STRUCTURAL LUMBER AND SHEATHING U
CONT CTOR SHALL NOT REMOVE EXISTING ROOF FRAMING, ROOF SHEATHING,OR CEILING a 2010 FLORIDA BUILDING CODE, RESIDENTIAL 1. ALL STRUCTURAL LUMBER SHALL CONFORM ` THE MOST CURRENT W
JOISTS ITHOUT APPROVAL FROM THE ENGINEER. b. 2010 FLORIDA BUILDING CODE, EXISTING BUILDING APPLICABLE SPECIFICATIONS OF THE AMERI�STITUTE OF TIMBER
c. ASCE 7-10"MINIMUM DESIGN LOADS FOR BUILDINGS AND CONSTRUCTION AND THE AMERICAN WOOD PRESERVERS'ASSOCIATION
COORD ATE NEW RAFTER TAIL TO MATCH EXISTING FASCIA AND OVERHANG. NEW RAFTER OTHER STRUCTURES" (AWPA).
BEARIN ELEVATION+8'-0"1.
PROVID 7/16"APA RATED EXPOSURE 1 PLYWOOD OR OSB WALL SHEATHING AT ALL NEW SUPERIMPOSED DEAD LOAD 2. ALL STRUCTURAL LUMBER SHALL BE MATERIAL
SOUTHERN YELLOW PINE OR WALL COMPONENTS AND ROOF COMPONENTS AND
GABLE ND WALLS.ATTACH WALL SHEATHING TO STUD WALL WITH 8d NAILS AT 4"ON CENTER a. ROOF OVERFRAMING: 7 PSF BETTER LINO WITH ALLOWABLE MATERIALS SSSS IN ACCORDANCE WITH
AT ALL DGES AND BLOCKING,AND AT 6"ON CENTER AT ALL INTERMEDIATE SUPPORTS. THE NATIONAL DESIGN SPECIFICATION FOR D CONSTRUCTION BY THE CLADDING WIND PRESSURES CLADDING WIND PRESSURES
LIVE LOAD AMERICAN FOREST&PAPER ASSOCIATION.
PROVID ROW OF SOLID WOOD BLOCKING BETWEEN WOOD STUDS AT ALL UNSUPPORTED a. ROOF OVERFRAMING: 20 PSF 3. ALL LUMBER SHALL COMPLY WITH PS 20"AM SOFTWOOD LUMBER WIND PRESSURES(PSF) WIND PRESSURES(PSF)
JOINTS N THE WALL SHEATHING. ZONE EFFECTIVE AREA(SF) ZONE EFFECTIVE AREA(SF)
STANDARD'AND WITH THE APPLICABLE RUL INSPECTION AGENCIES POSITIVE NEGATIVE POSITIVE NEGATIVE OVERHANG
ALL W D IN CONTACT WITH SOIL,CONCRETE,MASONRY, OR EXPOSED TO WEATHER SHALL WIND LOAD CERTIFIED BY AMERICAN LUMBER STANDAR ACTORY MARK EACH PIECE OF
BE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS. a. ULTIMATE DESIGN WIND SPEED(Vint): 130 MPH LUMBER WITH GRADE STAMP OF INSPECTIO EVIDENCING INTERIOR 10 +23 -25 1 10 +15 -21 _ `1
b. NOMINAL DESIGN WIND SPEED(Vaad): 101 MPH COMPLIANCE WITH GRADING RULE REQUIRE
ALL ME AL FASTENERS, CONNECTORS,AND ANCHORS SHALL BE HOT-DIP GALVANIZED. INTERIOR 20 +22 -24 1 20 +15 -20 - ao m '
c. EXPOSURE CATEGORY: C 4. ALL LUMBER FOR EXTERIOR USE SHALL BE SERVATiVE TREATED 0.4 ACQ
d. ENCLOSURE CLASSIFICATION: ENCLOSED ( ) INTERIOR 50 +20 -22 1 50 +15 -20
e. RISK CATEGORY: 11 TO AWPA STANDARDS AND IN ACCORDANCE FEDERAL SPECIFICATIONS
f. INTERNAL PRESSURE COEFFICIENT: 0.18 t TTW-571J AND TTW-536.ALL TREATED WOO S SHALL BE HANDLED INTERIOR 100 +19 -21 1 100 +15 -19 KEYNOTES g. COMPONENTS AND CLADDING AND FIELD FABRICATED IN ACCORDANCE W AWPA STANDARDS FOR THE END 10 +23 -30 2 10 +15 -36 -45 or ��1 _ -
WIND PRESSURE: SEE TABLE CARE OF PRESERVATIVE TREATED WOOD P CTS. _ o
7/16"APA RATED EXPOSURE 1,40/20 SPAN RATING, PLYWOOD OR OSB ROOF SHEATHING. 5. PROVIDE WOOD SHIMS AND BLOCIONG AS R 82ED TO FACILITATE MEMBER END 20 +22 -28 2 20 +15 -33 -45
ATTACH F OOF SHEATHING WITH 8d RING SHANK NAILS AT 4"ON CENTER AT ALL SUPPORTED GENERAL CONNECTIONS AND TRANSITIONS. END 50 +20 -26 2 50 +15 -29 -45
EDGES A11D BLOCKING,AND AT 6"ON CENTER AT ALL INTERMEDIATE SUPPORTS.
1. ALL DETAILS AND SECTIONS ON THE STRUCTURAL DRAWINGS ARE 6. ALL SHEATHING SHALL CONFORM TO THE M CURRENT APPLICABLE END 100 +19 -24 2 100 +15 -26 -45 C�
PROVIDE ONTINUOUS PIECE OF PRESSURE TREATED 2X4 FASCIA 8'-0"MINIMUM FROM EACH INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SPECIFICATION AND SUPPLEMENTS OF THE PLYWOOD ASSOCIATION
ROOF CO NER.ATTACH FASCIA CORNER BOARDS TO END OF EACH RAFTER OR OUTRIGGER SIMILAR SITUATION ELSEWHERE ON THE PROJECT. (APA).INSTALLATION OF THE PANELS SHALL IN ACCORDANCE WITH THE 3 10 +15 -53 -74 LAJ DATE
WITH(2) 0X4"WOOD SCREWS. RECOMMENDATIONS OF THE APA. EACH PA SHALL BE IDENTIFIED WITH THE NOTES: 01/24/13
2. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE DEMOLITION OF APPROPRIATE TRADEMARK OF THE APA AN MEET THE REQUIREMENTS 1. WIND PRESSURES SHOWN ARE NOMINAL BASED ON Vasd.MULTIPLY 3 20 +15 -49 -67
CONTRA OR SHALL VERIFY EXISTING ROOF RAFTERS ARE SPACED AT 1'-4"ON CENTER EXISTING STRUCTURES. DEMOLITION SHALL BE PERFORMED IN SUCH A PROJECT
MAXIMUM ND EACH BEARING END IS ATTACHED TO EXISTING BEARING WALL WITH SIMPSON MANNER AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING OF THE LATEST EDITION OF THE APA PERFO STANDARDS. VALUES BY 1.67 TO OBTAIN ULTIMATE PRESSURES BASED ON Vult. 3 50 +15 -45 -58
H2.5 OR B ITER. STRUCTURES TO REMAIN.PROVIDE SHORING AND BRACING AS REQUIRED. 7. ROOF AND WALL SHEATHING SHALL BE 7116- APA RATED EXPOSURE 1 2. FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY 1302
ATTACH W 2X8 RAFTER TO NEW(2)2X8 COLLAR TIE WITH(2)10d TOE NAILS EACH SIDE AND 3. LATITUDE 30 ENGINEERING SHALL NOT HAVE CONTROL OR BE SHEATHING.INSTALL WITH LONG DIMENSIO PANEL ACROSS THREE OR BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE 3 100 +15 -42 DRAWN CHECKED
SIMPSON 70 ANGLE.ATTACH NEW 2X8 RAFTER TO NEW 2X8 HIP RAFTER WITH(3)10d TOE NAILS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,TECPINIQUES, MORE SUPPORTS. PROVIDE 1/8 INCH SPAC PANEL ENDS AND EDGES.ALL LOWER EFFECTIVE AREA. U N BRS BRS
/
EACH SID OR SIMPSON LS70 SKEWABLE ANGLE. PROCEDURES,OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE PANELS SHALL BE NAILED AS INDICATED ON 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND NOTES:
CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR THE 8. ALL METAL CONNECTORS SHALL BE tMAP1UF BY THE SIMPSON AWAY FROM THE BUILDING SURFACES. 1. WIND PRESSURES SHOWN ARE NOMINAL BASED ON Vasd.MULTIPLY h
SHEET TITLE
NEW 2X8 YP N0.2 HIP RAFTER ATTACHED TO(2)2X8 COLLAR TIE WITH(3)10d TOE NAILS EACH VALUES BY 1.67 TO OBTAIN ULTIMATE PRESSURES BASED ON Vult. 04 Q z t
FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE STRONG-TIE COMPANY AND SHALL BE HOT GALVANIZED OR STAINLESS
SIDE AND IMPSON LS70 SKEWABLE ANGLE. 4. END ZONE LOCATED 4-0 FROM EACH CORNER OF THE BUILDING. N� �O �, ROOF OVERFRAMING
WITH THE CONSTRUCTION DOCUMENTS. STEEL.INSTALL METAL CONNECTORS PER MAMJFACTURER'S 2. FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY Z
PROVIDE XS SYP N0.2 CONTINUOUS SLEEPER ALONG INTERSECTION OF NEW ROOF SPECIFICATIONS FOR THE MAXIMUM NAILIN AND CAPACITY.ONLY 5. WIND DIRECTIONALITY FACTOR(Kd): 0.85 BE INTERPOLATED OTHERWISE USE THE LOAD ASSOCIATED WITH THE O PLAN, SECTIONS, &
4. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING,SHORING, � � �pp � GENERAL NOTES
SHEATHI AND EXISTING.ATTACH SLEEPER THROUGH EXISTING ROOF DECKING TO EACH STAINLESS STEEL FASTENERS SHALL BE US WRH STAINLESS STEEL LOWER EFFECTIVE AREA. z
GUYING OR OTHER MEANS TO SUPPORT THE STRUCTURAL ELEMENTS 6. WINDOWS AND DOORS SHALL BE CERTIFIED AND INSTALLED IN U �
EXISTING AFTER WITH (2#10X4"SCREWS. FASTEN NEW ROOF SHEATHING TO SLEEPER WITH CONNECTORS AND PRESSURE TREATED W ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS TO �'" OO A
8d RING ANK NAILS AT 4"ON CENTER.ATTACH NEW ROOF OVERFRAMING TO SLEEPER WITH DURING ERECTION AND IN PLACE PRIOR TO THE COMPLETION OF 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND W
(2)10d TO NAILS EACH SIDE AND SIMPSON 113 UPLIFT CONNECTOR. CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 9. NO CUTS,HOLES,OR COPES REO�ED FO TRADES IN STRUCTURAL WITHSTAND THE COMPONENTS AND CLADDING DESIGN PRESSURES. AWAYFROM THE BUILDING SURFACES. A a SHEET
DESIGN AND INSTALLATION OF ALL TEMPORARY SUPPORTS. ALL WOOD FRAMING SHALL BE PERMRTED WIT PRIOR REVIEW AND 4. ZONE 2 LOCATED 4'-0"FROM EDGE OF ROOF AND 4'-0"EACH SIDE OF 0 w
EXTEND W ROOF OVER GABLE END WALL.ATTACH LOW ROOF SHEATHING TO TOP OF GABLE CONSTRUCTION OPERATIONS SHALL CONFORM TO OSHA STANDARDS. APPROVAL BY THE STRUCTURAL ENGINEER ARCHITECT.
RIDGE, HIP,AND VALLEY LINES.
END WAL WITH 8d RING SHANK NAILS AT 4"ON CENTER.PROVIDE 2X4 CONTINUOUS LEDGER 10. CONTACT ENGINEER FOR ANY CONNECTOR NOT SHOWN OR IF � �t w
FASTENE TO OUTSIDE FACE OF HIGH ROOF RAFTER WITH 10d NAILS AT 4"ON CENTER. smi
ALTERNATE CONNECTOR IS REQt11RED DUE A CONFLICT OR DISCREPANCY. 5. ZONE 3 LOCATED 4'-W FROM CORNERS OF ROOF (� a�
ATTACH W ROOF SHEATHING TO LEDGER WITH 8d RING SHANK NAILS AT 4"ON CENTER. Q w w
6. WIND DIRECTIONALITY FACTOR(Kd): 0.85 Q a
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