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DESIGN CRITERIA
<br />BASIS OF DESIGN:
<br />ALL CONSTRUCTION IS DESIGNED AS FOLLOWS:
<br />FLORIDA BUILDING CODE 7TH EDITION 2020
<br />DEAD LOADS
<br />ROOF 15 PSF
<br />LIVE LOADS
<br />FLOOR 40 PSF
<br />ROOF 20 PSF
<br />WIND LOADS
<br />ASCE 7-16, 138 MPH WIND (ULTIMATE), 106 MPH (NOMINAL)
<br />BUILDINGS OF ALL HEIGHTS ANALYTICAL METHOD
<br />RISK CATEGORY II
<br />EXPOSURE CATEGORY"B"
<br />ROOF SLOPE: 4.5:12
<br />INTERNAL PRESSURE COEFFICIENTS:
<br />GCpi = +/- .18, ENCLOSED STRUCTURE
<br />BASIC WIND PRESSURE:q=29.0 P.S.F. (C&C)
<br />EDGE DISTANCE: a= 4 FT.
<br />STRENGTH OF MATERIALS:
<br />REINFORCING STEEL - - - - - ----------------fy = 60,000 psi
<br />CONCRETE SLAB, BEAMS AND FOOTINGS = 3,000 psi
<br />REINFORCED MASONRY = 1,500 psi
<br />MASONRY GROUT ---------- -f� = 3,000 psi
<br />SOIL BEARING (ASSUMED, TO BE VERIFIED) -------------- Sb = 2,000 psf
<br />STRUCTURAL STEEL SHAPES --------- --- -- fy = 36,000 psi
<br />STRUCTURAL STEEL SHAPES (HSS) ---------- fy = 46,000 psi
<br />FRAMING LUMBER --------- ------- #2 SYP
<br />BOLTS FOR WOOD AND STEEL CONNECTIONS - - A307
<br />LVL-------------------------------- Fb=2850,2.0E
<br />SHEATHING DIAPHRAGM (ROOF ZONE 2 & 3) --- 19/32 APA RATED SHEATHING
<br />UNBLOCKED PANEL DIAPHRAGM _----- ALLOWABLE SHEAR = 300 LBS. PER FOOT
<br />10d DEFORMED NAILS SPACED @ 4" O.C. AT ALL ENDS, EDGES, CUTS AND
<br />TERMINATIONS, AND @ 4" O.C. AT INTERIOR SUPPORTS.
<br />SHEATHING DIAPHRAGM (ROOF ZONE 1) -- 19/32 APA RATED SHEATHING
<br />UNBLOCKED PANEL DIAPHRAGM ----- ALLOWABLE SHEAR = 300 LBS. PER FOOT
<br />10d DEFORMED NAILS SPACED @ 6" O.C. AT ALL ENDS, EDGES, CUTS AND
<br />TERMINATIONS, AND @ 6" O.C. AT INTERIOR SUPPORTS.
<br />SHEATHING DIAPHRAGM (WALLS) - -- - 15132 APA RATED SHEATHING
<br />BLOCKED PANEL DIAPHRAGM --- ALLOWABLE SHEAR = 310 LBS. PER FOOT
<br />10d DEFORMED NAILS SPACED @ 6" O.C, AT ALL ENDS, EDGES, CUTS AND
<br />TERMINATIONS, AND @ 12" O.C. AT INTERIOR SUPPORTS.
<br />SHEATHING DIAPHRAGM (WALLS) ------- 5/8 GYPSUM BOARD
<br />BLOCKED PANEL DIAPHRAGM ALLOWABLE SHEAR = 145 LBS. PER FOOT
<br />6d COOLER NAILS SPACED @ 7" O.C. AT ALL ENDS, EDGES, CUTS AND
<br />TERMINATIONS, AND @ 12" O.C. AT INTERIOR SUPPORTS.
<br />DECK DIAPHRAGM (FLOORS) ------- 23/32 APA RATED SHEATHING
<br />UNBLOCKED PANEL DIAPHRAGM -- ALLOWABLE SHEAR = 320 LBS. PER FOOT
<br />CONSTRUCTION ADHESIVE AND 10d DEFORMED NAILS SPACED @ 6" O.C. AT ALL
<br />ENDS, EDGES, CUTS AND TERMINATIONS, AND @ 12" O.C. AT INTERIOR SUPPORTS.
<br />GENERAL NOTES:
<br />1. THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS AND THEIR
<br />APPLICATION. MANUFACTURER SPECIFICATION AND LOCAL CODE REQUIREMENTS, WHEN IN EXCESS OF
<br />MINIMUM SPECIFICATION SHALL CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND SUBMIT
<br />ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO
<br />FABRICATION OR ERECTION.
<br />2. AT CONSTRUCTION ISSUE, THESE DRAWINGS REPRESENT STRUCTURAL COMPONENTS IN THEIR FINAL AND
<br />FINISHED STATE. CONSTRUCTION PROCEDURES, BRACING, METHODS SAFETY PRECAUTIONS OR MECHANICAL
<br />REQUIREMENTS USED TO ERECT THEM ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR
<br />SUBCONTRACTOR DOING THE WORK.
<br />3. VERIFY ALL DETAILS AND DIMENSIONS WITH EXISTING CONDITIONS, ARCHITECTURAL DOCUMENTS AND
<br />PROPERLY COORDINATED, APPROVED SHOP DRAWINGS.
<br />4. NO COMMENT, NOTE OR DETAIL IN THESE STRUCTURAL DOCUMENTS SHOULD BE MISCONSTRUED AS A
<br />DESIGN FOR WATERPROOFING OR DAMPPROOFING. SPECIFIC DESIGN FOR MOISTURE CONTROL AND
<br />PERMANENT PROTECTION OF STRUCTURAL MATERIALS FROM THE ELEMENTS IS TO BE COMPLETED BY OTHERS
<br />AND COORDINATED WITH THE STRUCTURAL DOCUMENTS.
<br />FOUNDATION NOTES:
<br />1. FOOTINGS SHALL BEAR ON SOIL SUITABLE FOR SUPPORTING 2000 P.S. NET ALLOWABLE BEARING. IF
<br />QUESTIONABLE SOIL IS ENCOUNTERED, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
<br />2. FOOTINGS SHALL BE POURED IMMEDIATELY AFTER EXCAVATION.
<br />3. EXPANSION AND CONTROL JOINTS ARE TO BE PLACED PER A.C.I. RECOMMENDATIONS. PREPARE A CRACK
<br />CONTROL PLAN BASED ON CONSTRUCTION SEQUENCING AND PROPOSED ACTUAL FLOOR AND WALL FINISHES,
<br />AND SUBMIT TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION,
<br />3.1 NO CONTROL JOIN SHALL INTERSECT AN ADJACENT CONTROL JOINT AT AN ANGLE <90
<br />3.2 CONTROL JOINTS SHALL ONLY INTERSECT A CURB OR OTHER STRUCTURAL MEMBER AT ANGLE OF
<br />90".
<br />4. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED PER "REINFORCING STEEL SPLICE NOTES".
<br />5. LAP TOP BARS AT CENTER OF SPAN; LAP BOTTOM BARS AT SUPPORTS, U.N.O.
<br />6. THERE SHALL BE NO PLUMBING LINES RUNNING PARALLEL TO, WITHIN OR UNDER ANY FOUNDATION BEAM.
<br />7. PLACE A 10 MIL VAPOR RETARDER OF POLYETHYLENE UNDER ALL CONCRETE SLABS, U.N.O.
<br />8. ALL FOOTING BOTTOMS MUST BE PLACED A MINIMUM OF 12" BELOW FINISH GRADE.
<br />SITE WORK NOTES:
<br />1. PERFORM EXCAVATION, ACCORDING TO GOOD COMMON CONSTRUCTION PRACTICES, TO THE LINES, GRADES,
<br />ELEVATIONS INDICATED ON THE DRAWINGS AND ACCORDING TO RECOMMENDATIONS FOUND IN SUB SURFACE
<br />REPORT BY GEOTECHNICAL ENGINEER.
<br />2. ALL FILL UNDER SLABS AND FOUNDATIONS SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY (MODIFIED
<br />PROCTOR TEST) AT OPTIMUM MOISTURE CONTENT. A COMPACTION REPORT FROM QUALIFIED SOILS ENGINEER
<br />SHALL BE TAKEN AND SUBMITTED TO ENGINEER OF RECORD.
<br />3. PROVIDE SOIL POISONING TO CONTROL TERMITES AS REQUIRED BY GOVERNING CODES.
<br />WOOD FRAMING NOTES:
<br />1. VERIFY SHEATHING TYPE AND THICKNESS WITH ROOF MATERIAL MANUFACTURER'S REQUIREMENTS FOR WIND
<br />RESISTANCE ATTACHMENT.
<br />2. PRE-ENGINEERED WOOD TRUSS ERECTOR IS REQUIRED TO HANDLE AD INSTALL TRUSSES PER
<br />MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM, INSTALL BRACING IN ACCORDANCE WITH ACSI 1-03, AND
<br />LEAVE PERMANENTLY IN PLACE. MOVE TO OPPOSITE SIDE OF CHORD IF NECESSARY DUE TO INTERFERENCE
<br />WITH SHEATHING OR CEILING MATERIALS. TOP AND BOTTOM CHORD MEMBERS OR PRE-ENGINEERED TRUSS
<br />SYSTEM FOR THE COMPLETED STRUCTURE ARE INTENDED TO BE CONTINUOUSLY BRACED BY SHEATHING AND
<br />CEILING FINISHES. THE ROOF TRUSS SYSTEM IS NOT COMPLETE UNTIL ALL BRACING, SHEATHING AND FINISHES
<br />ARE PERMANENTLY ATTACHED. SOLID BLOCKING IS REQUIRED AT ALL EVES, EDGES, VALLEYS, RIDGES AND
<br />TRANSITIONS.
<br />3. ENGINEER MUST REVIEW AND APPROVE TRUSS SHOP DRAWINGS PRIOR TO FABRICATION. TRUSS ATTACHMENT
<br />HARDWARE MAY BE MODIFIED IF REQUIRED.
<br />4. ALL TRUSS TO TRUSS AND OVER FRAMING CONNECTIONS ARE TO BE SPECIFIED BY TRUSS MANUFACTURER.
<br />5. ALL CONNECTORS AND FASTENERS THROUGH OR ADJACENT TO PRESERVATIVE TREATED LUMBER ARE TO BE
<br />HOT DIPPED GALVANIZED, STAINLESS STEEL OR SPECIFICALLY APPROVED FOR SUCH USAGE BY THE
<br />MANUFACTURER.
<br />6. ALL WOOD SUBJECT TO MOISTURE EXPOSURE OR ADJACENT TO CONCRETE OR MASONRY SHALL BE OF AN
<br />APPROVED NATURALLY DURABLE SPECIES OR PRESERVATIVE TREATED APPROPRIATELY FOR ITS INTENDED
<br />USE.
<br />7. ALL WOOD WHICH IS TO BE LEFT EXPOSED TO VIEW SHALL BE SELECTED FOR APPEARANCE AND PROPERLY
<br />PREPARED FOR FINISHES.
<br />8. THE CONTRACTOR SHALL REVIEW AND APPROVE THE TRUSS PLACEMENT PLAN AND EACH TRUSS DESIGN
<br />DRAWING FOR CONFORMANCE WITH THE REQUIREMENTS AND INTENT OF THE CONSTRUCTION DESIGN
<br />DOCUMENTS, AND THE EFFECT OF THE TRUSS PLACEMENT PLAN AND EACH TRUSS DRAWING ON OTHER
<br />TRADES INVOLVED IN THE CONSTRUCTION OF THE STRUCTURE AND THE EFFECT OF THE OTHER TRADES ON
<br />THE TRUSSES.
<br />9. TRUSSES SHALL BE SHIPPED AND STORED IN SUCH AWAY AS TO PREVENT DAMAGE, WARPING AND PROLONGED
<br />EXPOSURE TO WEATHER ELEMENTS THAT CAN REDUCE THE STRUCTURAL INTEGRITY OF THE TRUSSES.
<br />11. ALL WOOD NAILS SHALL MEET THE FOLLOWING MINIMUM DIMENSIONS U.N.O. SEE NAIL SIZE CHART.
<br />WOOD PRESERVATIVE TREATMENT REQUIREMENTS:
<br />1. AWPA USE CATEGORY UC4B
<br />ALL WOOD USED FOR PERMANENT WOOD FOUNDATION OR REQUIRING HEAVY DUTY PROTECTION.
<br />2. AWPA USE CATEGORY UC4A
<br />ALL WOOD IN CONTACT WITH OR WITHIN 8" OF THE GROUND.
<br />3. AWPA USE CATEGORY UC3B
<br />ALL OTHER EXTERIOR (OR EXPOSED TO THE WEATHER IN ANY FASHION) WOOD MEMBERS.
<br />4. AWPA USE CATEGORY UC3A
<br />ALL OTHER WOOD THAT IS REQUIRED BY CODE TO BE PRESERVATIVE TREATED OR OF A NATURALLY DURABLE
<br />SPECIES.
<br />TERMITE NOTES:
<br />1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION
<br />AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER
<br />HEATER OR ELECTRIC PANEL.
<br />2. CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE V-0" AWAY FROM BUILDING SIDE WALLS.
<br />3. IRRIGATION/SPRINKLER SYSTEM INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN
<br />V-0" OF THE BUILDING SIDE WALLS.
<br />4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION THE DISTANCE BETWEEN WALL COVERING AND FINAL
<br />EARTH GRADE SHALL NOT BE LESS THAN 6". EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS
<br />THAN 518" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.
<br />5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. IN ACCORDANCE
<br />WITH FLORIDA BUILDING CODE 7TH EDITION 2020 SECTION 1816.1.1
<br />6. SOIL DISTRIBUTED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED INCLUDING SPACES BOXED AND
<br />FORMED. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 2020 SECTION 1816.1.2
<br />7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATIONS OF TRAPS, ETC., SHALL BE MADE WITH
<br />PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE THE SIZE AND DEPTH THAT WILL
<br />ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. IN ACCORDANCE WITH FLORIDA
<br />BUILDING CODE 7TH EDITION 2020 SECTION 2304.11
<br />8. INIMUM 6 MIL RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS
<br />BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. IN ACCORDANCE WITH FLORIDA BUILDING
<br />CODE 7TH EDITION 2020 SECTION 2304.11,
<br />9. CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE
<br />EXTERIOR SOIL TREATMENT. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 2020 SECTION
<br />2304.11.
<br />10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE
<br />STRUCTURE SIDEWALLS. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 2020 SECTION 2304.11.
<br />11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE
<br />INCLUDING LANDSCAPING AND IRRIGATION ANY SOIL DISTRIBUTED AFTER THE VERTICAL BARRIER IS APPLIED,
<br />SHALL BE RETREATED. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 2020 SECTION 2304.11.
<br />12. ALL BUILDING ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. IN ACCORDANCE WITH FLORIDA
<br />BUILDING CODE 7TH EDITION 2020 SECTION 2304.11.
<br />13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST
<br />CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF
<br />COMPLIANCE SHALL STATE: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
<br />SUBTERRANEAN TERMITES THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." IN ACCORDANCE WITH FLORIDA BUILDING CODE
<br />7TH EDITION 2020 SECTION 2304.11.
<br />14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN V-0" OF
<br />THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE
<br />CONTAINING MATERIAL.
<br />15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING
<br />OR PROPOSED BUILDING.
<br />STRUCTURALSTEEL:
<br />1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS, UNLESS NOTES
<br />OTHERWISE ON PLAN:
<br />ROLLED W SHAPES ASTM A992, GRADE 50
<br />ROLLED C & MC SHAPES ASTM A36
<br />ANGLES ASTM A36
<br />ROUND HSS ASTM A500, GR B (Fy=42 KSI)
<br />RECTANGULAR HSS ASTM A500, GR B (Fy=46 KSI)
<br />2. ALL SHOP AND FIELD WELDING SHALL CONFORM TO AWS STRUCTURAL WELDING CODE, ANSI/AWS D1.1, AND ALL
<br />WELDS SHALL BE PERFORMED USING E70XX U.N.O.
<br />3. DESIGN CONNECTIONS FOR ALL BEAMS TO SUPPORT HALF OF THE UNIFORM CAPACITY SHOWN IN AISC "TABLES
<br />FOR ALLOWABLE LOADS ON BEAMS" FOR THE GIVEN SECTION AND SPAN UNLESS OTHERWISE SHOWN ON
<br />PLANS.
<br />4. GROUT BELOW BASE PLATES SHALL BE NON -SHRINK, NON-METALLIC GROUT WITH A MINIMUM COMPRESSIVE
<br />STRENGTH OF 6000 PSI.
<br />5. HOT -DIP GALVANIZE ALL STRUCTURAL STEEL ITEMS AND THEIR CONNECTIONS PERMANENTLY EXPOSED TO
<br />WEATHER AFTER FABRICATION. ALL FIELD AND ERECTION MARKS SHALL BE COVERED DURING FIELD TOUCH-UP
<br />PAINTING.
<br />6. CUTS, HOLES, COPING, AND ALL OTHER MODIFICATIONS REQUIRED TO BE MADE FOR THE WORK OF OTHER
<br />TRADES SHALL BE SHOWN IN THE STRUCTURAL STEEL SHOP DRAWINGS, AND SHALL BE PERFORMED ONLY BY
<br />THE SHOP ISSUING SAID DRAWINGS, OR OTHER FACILITY APPROVED BY THE ENGINEER TO PERFORM SAID
<br />WORK. HOLES IN STRUCTURAL ELEMENTS SHALL BE REINFORCED AS REQUIRED BY THE ENGINEER.
<br />7. CUTS, HOLES, COPING, AND ALL OTHER MODIFICATIONS TO STEEL MEMBERS IN THE FIELD IS NOT PERMITTED
<br />WITHOUT THE EXPLICIT APPROVAL OF THE ENGINEER.
<br />SUBMITTALS:
<br />1. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING
<br />ITEMS:
<br />1.1. REINFORCING STEEL
<br />1.2. CONCRETE MIX DESIGN
<br />1.3. STRUCTURAL STEEL ERECTION DRAWINGS
<br />1.4. METAL DECKS
<br />1.5. OPEN WEB STEEL JOISTS (*)
<br />1.6. STAIRS (*)
<br />1.7. GUARD/HANDRAILS (*)
<br />1.8. MASONRY PRODUCTS INCLUDING VERIFICATION OF fm AND CERTIFICATES FOR ALL OTHER MATERIALS
<br />USED IN MASONRY CONSTRUCTION INDICATING THE COMPLIANCE WITH THE CONTRACT DOCUMENTS.
<br />1.9. EMBEDDED ITEMS (PLATES, ANGLES, BOLTS, ETC.)
<br />1.10. ELEVATORS
<br />1.11. PRE-ENGINEERED ALUMINUM CANOPY (*)
<br />1.12. PRE-ENGINEERED FLOOR TRUSSES (*)
<br />1.13. PRE-ENGINEERED ROOF TRUSSES (*)
<br />1.14. TIE DOWN SYSTEM (*)
<br />1.15. PROJECT SIGNAGE {*)
<br />1.16. COLD FORMED STEEL (LIGHT GAUGE STEEL)
<br />1.17. CONCRETE CONSTRUCTION JOINT LOCATION FOR ALL CONCRETE ELEMENTS
<br />1.18. CONTROL JOINT LOCATIONS (CMU CONSTRUCTION)
<br />ALL ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS SIGNED, SEALED, AND DATED BY A REGISTERED ENGINEER IN
<br />THE STATE OF FLORIDA.
<br />2. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL
<br />TO THE ARCHITECT/ENGINEERING. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED.
<br />3. ALL SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION. THE CONTRACTOR
<br />SHALL PLAN AND ALLOW (10) WORKING DAYS FOR APPROVAL FROM BELT ENGINEERING'S OFFICE. THIS SHALL
<br />BE FIGURED INTO THE CONTRACTOR'S SCHEDULE BEFORE CONSTRUCTION BEGINS.
<br />4. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN
<br />WRITING BY THE ENGINEER.
<br />5. CHANGES AND ADDITIONS MADE ON THE RE -SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED. THE
<br />PURPOSE OF RE -SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL.
<br />ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING RE -SUBMITTAL.
<br />10. ALL WOOD TRUSSES SHALL BE FASTENED TO THEIR SUPPORTS WITH APPROVED HURRICANE CLIPS OR STRAPS.
<br />ALL CONNECTION HARDWARE SHALL BE SUPPLIED BY SIMPSON STRONG -TIE CO OR APPROVED EQUIVALENT 6. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT
<br />MANUFACTURER. ALL CONNECTION HARDWARE IS TO BE FULLY FASTENED PER MANUFACTURER DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE
<br />REQUIREMENTS WITH THE MAXIMUM NUMBER AND SIZE OF NAILS, BOLTS AND SCREWS, U.N.O. CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.
<br />FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER.
<br />COMPONENTS AND CLADDING PRESSURE ZONES
<br />GABLE ROOFS
<br />7'<0 <271
<br />WALLZONES
<br />W/ 7' < e 5 30* HIP OR GABLE ROOF SLOPE
<br />COMPONENTS AND CLADDING WIND PRESSURE CHART
<br />COMPONENTS AND CLADDING COMPONENTS AND CLADDING
<br />ULTIMATE PRESSURE SCHEDULE ULTIMATE PRESSURE SCHEDULE
<br />WALLS, DOORS AND WINDOWS ROOFS
<br />ENCLOSED BUILDING ENCLOSED BUILDING
<br />GCP,= +/- 0.18 GCP1=+/- 0.18
<br />(+) INDICATES INWARD; (-) INDICATES OUTWARD (+) INDICATES INWARD; (-) INDICATES OUTWARD
<br />EFFECTIVE AREA OF
<br />COMPONENT
<br />ZONE 5: WITHIN a' OF
<br />CORNER
<br />ZONE 4: NOT WITHIN a'
<br />OF CORNER
<br />EFFECTIVE AREA OF
<br />COMPONENT
<br />ZONE 3r
<br />ZONE 3e, 2r & 2n
<br />ZONE 2e & 1
<br />0 S.F. < "AREA" < 20 S.F.
<br />+34.2
<br />-45.8
<br />+34.2
<br />-37.1
<br />0 S.F. < "AREA" < 20 S.F.
<br />+25.5 -110
<br />+25.5
<br />-77.8
<br />+25.5
<br />-48.7
<br />20S.F. < "AREA" < 50 S.F.
<br />+32.7
<br />-42.7
<br />+32.7
<br />-35.6
<br />20S.F. < "AREA" < 50 S.F.
<br />+18.8 -76.2
<br />+18.8
<br />-67.9
<br />+18.8
<br />-48.7
<br />50 S.F. < "AREA" < 100 S.F.
<br />+30.6
<br />-38.6
<br />+30.6
<br />-33.5
<br />50 S.F. < "AREA' < 100 S.F.
<br />+16.0 -57.5
<br />+16.0
<br />-55.2
<br />+16.0
<br />-41.8
<br />100 S.F. < "AREA" < 200 S.F.
<br />+29.1 -35.6
<br />+29.1 -32.0
<br />200 S.F. < "AREA" < 500 S.F.
<br />1 +27.6
<br />-32.5
<br />+27.6
<br />-30.5
<br />> 100 S.F.
<br />+13.9 -57.5
<br />+13.9
<br />-45.7
<br />+13.9
<br />-36.7
<br />> 500 S.F.
<br />+25.5 -28.4
<br />+25.5 -28.4
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<br />INDICATED AND TO MEET OTHER CODE REQUIREMENTS FOR AIR AND WATER INTRUSION. WIND LOADS ABOVE ARE ULTIMATE LOADS. USE
<br />ULTIMATE WIND PRESSURE W/ ASCE7-16 LOAD COMBINATIONS, MULTIPLY LOADS BY 0.6 TO OBTAIN NOMINAL LOADS.
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<br />>
<br />'Lo
<br />o-
<br />c
<br />N
<br />JOB NO.
<br />E19-751
<br />DATE
<br />12/03/2019
<br />DRAWN
<br />VMC
<br />DESIGN
<br />JWB
<br />DESIGN
<br />CRITERIA
<br />
|