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CODES AND STANDARDS
<br />• STRUCTURAL DESIGN BASED ON THE 2010 FLORIDA BUILDING CODE
<br />• MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES ASCE 7
<br />• BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318*
<br />• BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530
<br />• AISC SPECIFICATION FOR STRUCTURAL STEEL DESIGN
<br />• NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
<br />• AF &PA WOOD FRAME CONSTRUCTION MANUAL
<br />GENERAL
<br />* DO NOT SCALE DRAWINGS, USE GIVEN DIMENSIONS ONLY. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
<br />SCALE DIMENSIONS AT ALL TIMES. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE DESIGNER
<br />IMMEDIATELY.
<br />* ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. THE DIMENSIONS SHOWN ARE AS
<br />ACCURATE AS THE BASE BUILDING DOCUMENTS PERMIT. ANY MAJOR DISCREPANCIES MUST BE BROUGHT TO
<br />THE ATTENTION OF THE DESIGNER IMMEDIATELY.
<br />* THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF
<br />CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND
<br />SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
<br />* IT IS THE CONTRACTORS RESPONSIBILITY TO EMPLOY THE NECESSARY PROFESSIONAL SEVICES TO
<br />DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS.
<br />• THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES.
<br />• ALL WORK SHALL BE OF THE HIGHEST QUALITY FOLLOWING THE MANUFACTURER'S SPECIFICATIONS ALONG
<br />WITH THE BEST TRADE PRACTICES AND STANDARDS.
<br />• ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST POOR WORKMANSHIP AND DEFECTS.
<br />• DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS IN COMPLETE SETS SO THAT THEY KNOW THE
<br />ARCHITECTURAL DETAILS AFFECTING THEIR WORK.
<br />* THE CONTRACTOR IS RESPONSIBLE FOR ALL SPECIALTY TRADES. ANY AND ALL TRADES NOT MENTIONED IN
<br />THESE DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR.
<br />* ALL WORK SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE OR THESE
<br />DRAWINGS - WHICHEVER IS MORE STRINGENT.
<br />* ALL WINDOW AND DOOR OPENING SIZES ARE NOMINAL. VERIFY MANUFACTURER'S ACTUAL OPENING
<br />REQUIREMENTS.
<br />DESIGN
<br />• LIVE LOADS
<br />ROOF 20 PSF
<br />* DEAD LOADS: SPECIFIED MATERIAL WEIGHTS UTILIZED - REFERENCE DRAWINGS FOR SPECIFIED
<br />SUPERIMPOSED DEAD LOADS FOR SPECIALTY STRUCTRUAL SYSTEMS.
<br />* WIND LOADS: REFERENCE WIND DESIGN INFORMATION WITHIN THESE PLANS.
<br />STRUCTURAL STEEL
<br />• ALL STRUCTURAL STEEL SHALL BE ASTM A36 UNLESS NOTED OTHERWISE
<br />• ALL STEEL SHALL BE SHOP PRIMED UNLESS NOTED OTHERWISE
<br />• WELDING SHALL BE IN ACCORDANCE WITH AWS USING E -70 ELECTRODES. ALL WELDERS SHALL BE
<br />CERTIFIED
<br />* METAL SURFACES, GENERAL: FOR FABRICATION OF WORK WHICH WILL BE EXPOSED TO VIEW, USE ONLY
<br />MATERIALS WHICH ARE SMOOTH AND FREE OF SURFACE BLEMISHES.
<br />• STRUCTURAL STEEL ANGLES, PLATES AND BARS: ASTM A 36.
<br />• STRUCTURAL STEEL I- SHAPES: ASTM A 992
<br />• HOT - FORMED STEEL TUBING: ASTM A 501.
<br />• COLD- FORMED STEEL TUBING: ASTM A 500, GRADE B.
<br />• BOLTS: ASTM A 325.
<br />• ANCHOR BOLTS: ASTM A 307, HEADED TYPE UNLESS OTHERWISE INDICATED.
<br />• UNFINISHED THREADED FASTENERS: ASTM A 307, GRADE A, REGULAR LOW CARBON STEEL BOLTS AND NUTS
<br />HEAVY -HEX NUTS: ASTM A 563.
<br />HARDENED STEEL WASHERS: ASTM F 436.
<br />• STRUCTURAL STEEL PRIMER PAINT: FABRICATOR'S STANDARD RUST - INHIBITING PRIMER.
<br />SHOP FABRICATION AND ASSEMBLY: FABRICATE AND ASSEMBLE STRUCTURAL ASSEMBLIES IN SHOP TO
<br />GREATEST EXTENT POSSIBLE. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC
<br />SPECIFICATIONS AND AS INDICATED ON FINAL SHOP DRAWINGS.
<br />* PROPERLY MARK AND MATCH -MARK MATERIALS FOR FIELD ASSEMBLY. FABRICATE FOR DELIVERY
<br />SEQUENCE THAT WILL EXPEDITE ERECTION AND MINIMIZE FIELD HANDLING OF MATERIALS.
<br />* WHERE FINISHING IS REQUIRED, COMPLETE ASSEMBLY, INCLUDING WELDING OF UNITS, BEFORE START OF
<br />FINISHING OPERATIONS. PROVIDE FINISH SURFACES OF MEMBERS EXPOSED IN FINAL STRUCTURE FREE OF
<br />MARKINGS, BURRS, AND OTHER DEFECTS.
<br />• CONNECTIONS: WELD OR BOLT SHOP CONNECTIONS, AS INDICATED.
<br />• BOLT FIELD CONNECTIONS, EXCEPT WHERE WELDED CONNECTIONS OR OTHER CONNECTIONS ARE
<br />INDICATED.
<br />* PROVIDE HIGH - STRENGTH THREADED FASTENERS FOR PRINCIPAL BOLTED CONNECTIONS, EXCEPT WHERE
<br />UNFINISHED BOLTS ARE INDICATED.
<br />* PROVIDE UNFINISHED THREADED FASTENERS FOR ONLY BOLTED CONNECTIONS OF SECONDARY FRAMING
<br />MEMBERS TO PRIMARY MEMBERS (INCLUDING PURLINS, G(RTS AND OTHER FRAMING MEMBERS TAKING ONLY
<br />NOMINAL STRESSES) AND FOR TEMPORARY BRACING TO FACILITATE ERECTION.
<br />* HIGH STRENGTH BOLTED CONSTRUCTION: INSTALL HIGH - STRENGTH THREADED FASTENERS IN
<br />ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS"
<br />(RCRBSJ). BOLTS SHALL BE "SNUGTIGHT
<br />* HOLES FOR OTHER WORK: PROVIDE HOLES REQUIRED FOR SECURING OTHER WORK TO STRUCTURAL STEEL
<br />FRAMING, AND FOR PASSAGE OF OTHER WORK THROUGH STEEL FRAMING MEMBERS, AS SHOWN ON FINAL
<br />SHOP DRAWINGS.
<br />* PROVIDE THREADED NUTS WELDED TO FRAMING, AND OTHER SPECIALTY ITEMS AS INDICATED TO RECEIVE
<br />OTHER WORK.
<br />• CUT, DRILL, OR PUNCH HOLES PERPENDICULAR TO METAL SURFACES. DO NOT FLAME CUT HOLES OR
<br />ENLARGE HOLES BY BURNING. DRILL HOLES IN BEARING PLATES.
<br />WOOD
<br />• ALL FRAMING TO COMPLY WITH THE FBC (CURRENT EDITION) UNLESS THESE PLANS NOTE OTHERWISE
<br />• ALL METAL CONNECTION HARDWARE BY SIMPSON UNLESS PRE - APPROVED BY THE ENGINEER
<br />• WOOD IN CONTACT WITH EARTH, MASONRY, AND CONCRETE SHALL BE PRESSURE TREATED IN
<br />ACCORDANCE WITH AITC -109 UNLESS A WATER BARRIER IS PROVIDED. WATER BARRIER SHALL BE IN
<br />ACCORDANCE WITH THE FBC OR AT A MINIMUM 30LB FELT.
<br />* COVER WOOD PRODUCTS TO PROTECT AGAINST MOISTURE. SUPPORT STACKED PRODUCTS TO PREVENT
<br />DEFORMATION AND TO ALLOW AIR CIRCULATION.
<br />* CONCEALED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB).
<br />2) SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S -DRY OR MC19. 4)
<br />MISCELLANEOUS BLOCKING, FURRING, AND NAILERS AS FOLLOWS - LUMBER: S4S NO. 2 OR STANDARD GRADE
<br />BOARDS: STANDARD OR NO. 3.
<br />• EXPOSED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB).
<br />2) SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S -DRY OR MC19.
<br />CONSTRUCTION PANELS: 1) CONCEALED PLYWOOD: PS 1, C -C PLUGGED, EXTERIOR GRADE. 2) EXPOSED
<br />PLYWOOD: PS 1, A -D, INTERIOR GRADE. 3) ELECTRICAL COMPONENT MOUNTING: APA RATED SHEATHING, FIRE
<br />RETARDANT TREATED.
<br />* FASTENERS: HOT - DIPPED GALVANIZED STEEL FOR HIGH HUMIDITY AND TREATED WOOD LOCATIONS,
<br />UNFINISHED STEEL ELSEWHERE U.N.O.
<br />WOOD CONNECTORS
<br />* UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BOLTS AND NAILS SHALL NOT BE
<br />COMBINED.
<br />* ALL NAILS SHALL BE COMMON UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG OR
<br />SUBSTITUTED, BY THE ENGINEER OF RECORD, WITH A REDUCTION TAKEN.
<br />* UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BENDING STEEL IN THE FIELD MAY CAUSE
<br />FRACTURES AT THE BEND LINE. FRACTURED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. WHEN
<br />BENDING IS ALLOWED OR REQUIRED IN THE CATALOG, THE CONNECTOR SHALL BE ALLOWED ONE CYCLE
<br />BEND, ONE TIME ONLY.
<br />* ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD OR EXPOSED TO WEATHER SHALL BE HOT
<br />DIPPED GALVANIZED WITH MINIMUM G180 PROTECTION. ALL NAILS, SCREWS, BOLTS, ETC REQUIRED FOR THE
<br />CONNECTOR SHALL HAVE AN EQUAL OR GREATER PROTECTION AS THE CONNECTOR. DO NOT MIX
<br />GALVANIZED AND STAINLESS STEEL MATERIALS.
<br />* A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATE SPLITS TO DETERMINE
<br />IF THE CONNECTION WILL PERFORM AS REQUIRED. DRY WOOD MAY SPLIT MORE EASILY AND SHOULD BE
<br />EVALUATED AS REQUIRED. IF WOOD TENDS TO SPLIT, CONSIDER PRE - BORING HOLES WITH DIAMETERS NOT
<br />EXCEEDING 0.75 OF THE NAIL DIAMETER (1997 NDS 12.1.3.1).
<br />BUILT -UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE UNIT TO RESIST
<br />THE APPLIED LOAD.
<br />* UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, FILL ALL FASTENER HOLES WITH FASTENER
<br />TYPES AS SPECIFIED IN THE MANUFACTURER'S CATALOG.
<br />* ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE
<br />MANUFACTURER'S CATALOG.
<br />* BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER
<br />(NDS 8.1.2.1)
<br />• INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION.
<br />• NAIL TOOLS WITH HOLE- LOCATION MECHANISMS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE
<br />CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES.
<br />* JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND
<br />THE HEADER SHALL NOT EXCEED 1/8
<br />ROOF (SHINGLE)
<br />* ROOF SHEATHING SHALL BE MIN 1/2" PLYWOOD APA RATED EXPOSURE 1 C -D WOOD STRUCTURAL PANELS
<br />AND SHALL SPAN NO MORE THAN 2' -0'
<br />* SHEATHING SHALL SPAN WITH THE LONG DIMENSION PERPENDICULAR TO FRAMING WITH THE END JOINTS
<br />STAGGERED
<br />• FASTEN SHEATHING WITH 8D COMMON RING -SHANK NAILS @ 6 "cc MINIMUM U.N.O.
<br />• FASTEN SHEATHING WITH 8D COMMON NAILS @ 4 "cC MINIMUM WITHIN ALL END ZONES - FOR END ZONE
<br />DIMENSIONS AND LOCATIONS, SEE WIND DESIGN SECTION WITHIN THESE PLANS.
<br />* FASTEN SHEATHING WITH 8D RING -SHANK NAILS @ 4 "CC MINIMUM WITHIN ALL CORNERS OF OVERHANGS -
<br />FOR OVERHANG CORNER LOCATIONS, SEE WIND DESIGN SECTION WITHIN THESE PLANS.
<br />* FASTEN SHEATHING WITH 8D RING -SHANK NAILS @ 4 "cc FOR A LENGTH OF 4' -0" PERPENDICULAR TO EACH
<br />GABLE END.
<br />• UNDERLAYMENT SHALL CONFORM TO ASTM D226 TYPE 1 OR ASTM 4869 TYPE 1.
<br />• FOR ROOF SLOPES FROM 2:12 UP TO 4:12, UNDERLAYMENT SHALL BE A MINIMUM OF TWO LAYERS APPLIED
<br />AS FOLLOWS: (1) STARTING AT THE EAVE, A 19 -INCH STRIP OF UNDERLAYMENT SHALL BE APPLIED PARALLEL
<br />WITH THE EAVE AND FASTENED SUFFICIENTLY TO STAY IN PLACE. (2) STARTING AT THE EAVE, 36- INCH -WIDE
<br />STRIPS OF UNDERLAYMENT FELT SHALL BE APPLIED OVERLAPPING SUCCESSIVE SHEETS 19 INCHES AND
<br />STRIPS OF UNDERLAYMENT FELT SHALL BE APPLIED OVERLAPPING SUCCESSIVE SHEETS 19 INCHES AND
<br />FASTENED SUFFICIENTLY TO STAY IN PLACE.
<br />* FOR ROOF SLOPES 4:12 OR GREATER, UNDERLAYMENT SHALL BE A MINIMUM OF ONE LAYER OF
<br />UNDERLAYMENT FELT APPLIED AS FOLLOWS: (1) STARTING AT THE EAVE, UNDERLAYMENT SHALL BE APPLIED
<br />SHINGLE FASHION PARALLEL TO THE EAVE, LAPPED 2 INCHES (51 MM), AND FASTENED SUFFICIENTLY TO STAY
<br />IN PLACE.
<br />• ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 225 OR ASTM D 3462.
<br />• ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH ASTM D 3161 (MODIFIED TO 110 MPH). ASPHALT
<br />SHINGLE MANUFACTURER SHALL SUPPLY INSTALLATION SPECIFICATIONS IN CONFORMANCE WITH THE BASIC
<br />WIND SPEED SHOWN ON THESE DRAWINGS.
<br />* VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION
<br />INSTRUCTIONS BEFORE APPLYING ASPHALT SHINGLES. OPEN VALLEY FLASHING SHALL BE MINIMUM 16
<br />INCHES WIDE OF 2.5 -LB LEAD. CLOSED VALLEY FLASHING SHALL BE ONE PLY OF SMOOTH ROLL ROOFING AT
<br />LEAST 36 INCHES WIDE AND COMPLYING WITH ASTM D 224.
<br />* DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLE ROOFS, AND OVERLAPPED A MINIMUM
<br />OF 2 INCHES, EAVE DRIP EDGES SHALL EXTEND 114 INCH BELOW SHEATHING AND EXTEND BACK ON THE
<br />ROOF A MINIMUM OF 2 INCHES (51 MM). DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12
<br />INCHES ON CENTER.
<br />* BASE AND CAP FLASHING SHALL BE MINIMUM 2.5 -LB LEAD.
<br />SYMBOL DEFINITIONS I MMEARTH COMPACTED
<br />FILL - SEE GENERAL NOTES
<br />SECTION CALL FOR REQUIREMENTS.
<br />ECTION CALL NUMBER
<br />1
<br />1.1
<br />RAWING NUMBER
<br />REFERENCED
<br />ELEVATION CALL
<br />LEVAT10N CALL NUMBER
<br />to
<br />1,1
<br />RAWING NUMBER
<br />REFERENCED
<br />DETAIL CALL
<br />ETAIL CALL LETTER
<br />A AREA
<br />1.1 DETAILED
<br />RAWING NUMBER
<br />REFERENCED
<br />STEEL - SEE GENERAL NOTES
<br />FOR REQUIREMENTS AND
<br />CORROSION PROTECTION.
<br />WOOD BEARING
<br />WALL - SEE DETAILS
<br />FOR REQUIREMENTS.
<br />STUCCO -SEE GENERAL NOTES FOR
<br />REQUIREMENTS -STUCCO FINISH TO
<br />'
<br />MATCH EXISTING OR CHOSEN BY
<br />O WNER.
<br />CONCRETE -SEE
<br />•� •
<br />GENERAL NOTES
<br />'
<br />FOR REQUIREMENTS.
<br />11 IT[]
<br />CONCRETE MASONRY UNIT WALL
<br />CONSTRUCTION - SEE GENERAL
<br />NOTES FOR REQUIREMENTS AND
<br />OUT SPECIFICATIONS.
<br />SHINGLE ROOF - EXISTING
<br />ROOF DECKING - EXISTING —\
<br />EXISTING PRE - ENGINEERED TRUSS SYSTEM
<br />12
<br />MATCH EXISTING I
<br />DRIP EDGE
<br />TRIM EXISTING TRUSS
<br />CHORDS PROVIDE 2x6
<br />EA. SIDE NAIL W/ 4 -16d
<br />TOP & BOTTOM
<br />-2x4 FRAMING
<br />@16" O.C.
<br />I
<br />TRIM BOARD j
<br />HARDIPLA LAP SIDING � •II
<br />MATCH EXISTING •��
<br />OVER 30# FELT W/ 6" LAPS
<br />ATTACHED TO }" PLYWOOD
<br />WALL SHEATHING ATTCHED I EXISTING
<br />W/ 8d COMMONS @ 6' O.C. 3 -2x12
<br />FRAMING FOR
<br />SOFFIT
<br />VENTED SOFFIT
<br />MATCH EXISTING
<br />2
<br />/ TRIM EXISTING
<br />/ ANGLE
<br />SECTION-
<br />- O SCALE: 314'= V -0"
<br />EXISTING BUILDINGS - FBC 2010
<br />REPAIRS (CHAPTER 5)
<br />* THIS PROJECT HAS SUSTAINED LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE AND THEREFORE DAMAGED
<br />ELEMENTS SHALL BE PERMITTED TO BE RESTORED TO THEIR PREDAMAGE CONDITION IN ACCORDANCE WITH
<br />SECTION 506.2.1
<br />c
<br />r`
<br />A EXISTING TRUSS PLAN
<br />, Q SCALE: 114"= 1' -0"
<br />A PROPOSED TRUSS PLAN
<br />1, Q SCALE: 114'= V -0"
<br />ELEVA TION
<br />O SCALE: 114'= V -0"
<br />4
<br />c
<br />NOTE:
<br />THE DESIGNER - TO THE BEST OF HIS OR HER ABILITY - HAS
<br />PROVIDED INFORMATION WITHIN THESE DRAWINGS THAT
<br />REPRESENTS EXISTING CONDITIONS. ANY DESCREPENCIES
<br />BETWEEN ACTUAL FIELD CONDITIONS AND THESE DRAWINGS
<br />SHOULD BE BROUGHT TO THE DESIGNERS ATTENTION
<br />IMMEDIATELY. THE GENERAL CONTRACTOR SHALL VERIFY
<br />ALL EXISTING FIELD CONDITIONS SUCH AS (BUT NOT LIMITED
<br />TO) DIMENSIONS, ELEVATIONS, WINDOW AND DOOR SIZES,
<br />EXTERIOR AND INTERIOR FINISHES, TRUSS LAYOUT, ROOF
<br />SLOPE AND OVERHANG, ELECTRICAL AND HVAC
<br />REQUIREMENTS. THE REPAIRS OUTLINED WITHIN THESE
<br />DRAWINGS SHALL CONFORM TO THE FLORIDA BUILDING CODE
<br />- EXISTING BUILDINGS - REPAIRS. ALL REPAIR MATERIALS AND
<br />COMPONENTS SHALL MATCH ALL EXISTING FINISHES AND
<br />MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE -
<br />THE MORE STRINGENT SHALL APPLY.
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<br />ROOF (PLAN VIEW)
<br />120 1 2n_
<br />ASCE 7 -10 WIND DESIGN INFORMATION FOR LOW RISE BUILDINGS
<br />BASIC WIND SPEED = 140 MPH (3-SECOND GUST)
<br />RISK CATEGORY = ii
<br />EXPOSURE CATEGORY = B
<br />Kd = 1.0 (Kd = 0.85 WHEN LOAD FACTORS ARE USED - ASCE TABLE 26,6 -1)
<br />Kz1= 1.0
<br />ENCLOSED BUILDING
<br />MEAN ROOF HEIGHT = < 30 FEET
<br />ASCE 7 -10 COMPONENT AND CLADDING WIND PRESSURE - FIGURE 30.5 -1
<br />ROOF 7 TO 27 DEGREES
<br />ROOF ZC,NE 1 = X20.3, -32.3 FSF
<br />ROOF ZONE 2= *20.3, -5e.2 PSF
<br />ROOF ZONE 3 = +20,3, -83.1 PSF
<br />OVERHANG ZONE 2 = -65.7 PSF
<br />OVERHANG ZONE 3 = -110.8 PSF
<br />WALL ZONE 4 = +35.3.-38.2 PSF
<br />WALL ZONE 5 = +353,47.2 PSF
<br />ZONE '41DTH- A =8.7FT
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<br />COPYRIGHT @ 2013
<br />These drawings are for
<br />the exclusive use of
<br />Florida Engineering
<br />Solutions, Inc. and
<br />therefore, are not to be
<br />duplicated or reproduced
<br />in any manner without the
<br />expressed written consent
<br />of Florida Engineering
<br />Solutions, Inc.
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<br />Project Number:
<br />13 - 3308 - 402
<br />Check By: J. H.
<br />Date: 08 / 07 / 13
<br />Drawn By: J.A.
<br />Date: 08 / 06 / 13
<br />DRAWING NUMBER
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