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HomeMy WebLinkAboutFL3607 S0.1(1)1. THESE NOTES ARE GENERAL REQUIREMENTS. 2. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREINAFTER FOR USE ON THIS PROJECT. 3. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS ARE NOT IN AGREEMENT WITH THESE NOTES. THE CONTRACTOR SHALL CONTACT THE ARCHITECT/ENGINEER FOR CLARIFICATION. 4. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON THE PLANS, BUT APPLY UNLESS NOTED OTHERWISE. 5. SHOP DRAWINGS PREPARED BY SUPPLIERS AND SUBCONTRACTORS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION TO THE ENGINEER/ARCHITECT. 6. SHOP DRAWINGS PREPARED BY THE CONTRACTORS, SUPPLIERS, ETC., WILL BE REVIEWED BY THE ENGINEER/ARCHITECT ONLY FOR CONFORMANCE WITH DESIGN CONCEPT. NO WORK AFFECTED BY THE SHOP DRAWINGS SHALL BE STARTED WITHOUT SUCH REVIEW. 7. THE GENERAL CONTRACTOR SHALL COORDINATE ALL REVISIONS, CORRECTIONS, AND COMMENTS INDICATED ON THE SHOP DRAWINGS BY THE ARCHITECT/ENGINEER. 8. FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONSTRUCTION MANAGER, GENERAL CONTRACTOR, CONTRACTOR, SUB -CONTRACTOR AND/OR SUPPLIER PRIOR TO DETAILING, FABRICATION, ERECTION OR CONSTRUCTION OF ANY ELEMENT. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND THE ACTUAL FIELD CONDITIONS MUST BE REPORTED IMMEDIATELY TO THE ENGINEER/ARCHITECT. 9. SUPPORT, BRACE, AND SECURE EXISTING STRUCTURES AS REQUIRED TO PREVENT DAMAGE AND MOVEMENT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF EXISTING STRUCTURES DURING CONSTRUCTION. 10. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR AND SHALL CONFORM TO THOSE SHOWN ON THE ARCHITECTURAL DRAWINGS. 11. THE STRUCTURAL CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. 12. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER ARE SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 13. ALL STRUCTURES ARE DESIGNED TO BE STABLE AND SELF-SUPPORTING AT THE COMPLETION OF CONSTRUCTION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE STABILITY AND SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS, AND THE ADEQUACY OF TEMPORARY OR INCOMPLETE CONNECTIONS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL IS NOT INDICATED ON THE DRAWINGS AND, IF PROVIDED, SHALL BE REMOVED, AS CONDITIONS PERMIT AND REMAIN THE PROPERTY OF THE CONTRACTOR. COLD -FORMED METAL FRAMING 1. COLD FORMED METAL FRAMING SHALL CONFORM TO THE REQUIREMENTS OF THE AISI NAS, AISI HEADER, AISI WSD, AND AISI LATERAL. (AISI S100, AISI S20O, AISI S210, AISI 211, AISI S212, AND AISI 213.) 2. PRIOR TO FABRICATION OF FRAMING, THE CONTRACTOR SHALL SUBMIT FABRICATION AND ERECTION DRAWINGS TO THE ENGINEER FOR APPROVAL. SAID DRAWINGS SHALL BE DESIGNED, DETAILED, SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. 3. COLD -FORMED MEMBERS SHALL BE FORMED FROM CORROSION -RESISTANT STEEL CONFORMING TO ASTM 653 WITH YIELD AS FOLLOWS: 18 GAGE AND THINNER 33 KSI 16 GAGE AND THICKER 50 KSI 4. MEMBERS ON THE INTERIOR OF THE BUILDING SHALL HAVE A MINIMUM G60 COATING. 5. ALL THE COLD FORMED MEMBERS SHALL COME FROM A SINGLE MANUFACTURER. THE INSTALLATION SHALL COMPLY WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. BASE TRACKS SHALL BE SET ON SMOOTH AND LEVEL CONCRETE, NON -SHRINK GROUT SUCH AS "MASTERFLOW 713" BY MASTER BUILDERS, OR STRUCTURAL STEEL. 7. LOW SHOT VELOCITY SHALL BE USED FOR POWDER ACTUATED FASTENERS IN CONCRETE AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. 8. FASTENING OF COMPONENTS SHALL BE WITH SELF -DRILLING CORROSION RESISTANT (OR ZINC COATED) SCREWS OR BY WELDING. SCREWS AND WELDS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. WELDS SHALL BE TOUCHED -UP WITH GALVANIZING PAINT. 9. SPLICES IN FRAMING COMPONENTS OTHER THAN TRACK ARE NOT PERMITTED. 10. TRACKS OF STUD WALLS BEARING DIRECTLY ON CONCRETE SHALL BE ATTACHED TO THE CONCRETE WITH POWDER DRIVEN FASTENERS SPACED AT NO MORE THAN 24" O.C. FOR EXTERIOR WALLS AND 48" O.C. FOR INTERIOR WALLS, OR AS SPECIFIED ON THE DRAWINGS. 11. ATTACH TRACKS TO STRUCTURAL STEEL AND CONCRETE WITH ONE POWDER DRIVEN FASTENER, AS LISTED BELOW, AT EACH STUD LOCATION, UNLESS NOTED OTHERWISE. a. POWDER DRIVEN FASTENERS: • BY HILTI, SIMPSON STRONG TIE OR APPROVED EQUAL. • INSTALL CONFORMING TO THE MANUFACTURER'S RECOMMENDATIONS. • SHANK DIAMETER OF 0.177" (UNLESS OTHER SIZE IS SHOWN). b. IN CONCRETE: • USED LOW SHOT VELOCITY POWDER DRIVEN. • SMOOTH SHANKS. • 1 3/8" MINIMUM PENETRATION. • MINIMUM STRENGTH CAPACITY OF 150 LB PULLOUT AND 275 LB SHEAR. • SPACING NO CLOSER THAN 4" OC AND NO CLOSER THAN 3" TO A CONCRETE EDGE. C. IN STEEL: • KNURLED SHANKS. • 1/4" MINIMUM PENETRATION. • MINIMUM STRENGTH CAPACITIES OF 350 LB PULLOUT AND 700 LB SHEAR. • SPACING NO CLOSER THAN 1-1/2" OC AND NO CLOSER THAN 1/2" TO EDGE OF THE STEEL MEMBER. 12. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: 14. ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND MEMBER SIZE DEPTH GAGE Fy KSI GROSS AREA (IN 2� leff IN4� Seff (IN) DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY STUD 6" 16 54 0.556 2.860 0.9155 EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND EQUIPMENT BEING SUBSTITUTED. TRACK 6" 16 54 0.480 2.241 0.5923 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. GOVERNING CODES AND SPECIFICATIONS FBC-FLORIDA BUILDING CODE 2020 EDITION ASCE 7 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2016 EDITION TMS 402 -BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, 2016 EDITION TMS 602 -SPECIFICATIONS FOR MASONRY STRUCTURES, 2016 EDITION AISC 360 -SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, 2016 EDITION AWS D1.1 -STRUCTURAL WELDING CODE - STEEL, 2010 EDITION DESIGN LOADS 1. LIVE LOADS: (REDUCIBLE PER GOVERNING CODE) UNIFORM (PSF) CONCENTRATED (LBS) a. ROOF ......................................................... 20...................300 b. FIRST FLOOR (SLAB ON GRADE) .................................. 100 .................. 2,000 2. SNOW LOADS a. GROUND SNOW LOAD, Pg........................................ 0 PSF b. FLAT ROOF SNOW LOAD, Pf....................................... 0 PSF c. SNOW EXPOSURE FACTOR, Ce .. _ . • ............... I _ . ..... 1.0 d. SNOW LOAD IMPORTANCE FACTOR, I.............................. 1.0 e. THERMAL FACTOR, Ct........................................... 1.0 3. WIND LOADS a. ULTIMATE DESIGN WIND SPEED (3-SECOND GUST), MPH ............. 157 b. NOMINAL WIND SPEED ........................................... 122 c. RISK CATEGORY ................................................ II d. WIND EXPOSURE ................................................ C e. DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING SHALL BE COMPUTED PER GOVERNING BUILDING CODE USING EXPOSURE ..... C f. INTERNAL PRESSURE COEFFICIENT (ENCLOSED) .................... +/- 0.18 4. EARTHQUAKE DESIGN DATA: a. OCCUPANCY RISK CATEGORY .................................... II b. SEISMIC IMPORTANCE FACTOR, le..................................1.0 c. MAPPED SPECTRAL RESPONSE ACCELERATIONS ................... Ss = 0.05 St = 0.028 d. SITE CLASS ..................................................... D- e. DESIGN SPECTRAL RESPONSE ACCELERATIONS .................... SDS 0.054 Spt = 0.045 f. SEISMIC DESIGN CATEGORY ...................................... A STRUCTURALSTEEL 1. STEEL SHALL BE FABRICATED BY A FABRICATOR HAVING AN AISC QUALITY CERTIFICATION CATEGORY: "STANDARD FOR STEEL BUILDING STRUCTURES (STD)." 2. STRUCTURAL STEEL WORK SHALL CONFORM TO THE "STEEL CONSTRUCTION MANUAL, AISC 360." 3. CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND SIZE OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF MATERIALS. 4. UNLESS SHOWN ON STRUCTURAL DRAWINGS, CONTRACTOR SHALL NOT CUT ANY HOLES IN STRUCTURAL STEEL MEMBERS WITHOUT WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER. 5. STEEL SHALL CONFORM TO THE FOLLOWING UNLESS OTHERWISE NOTED: a. ANGLES, PLATES, RODS, ETC: ASTM A36 6. WELDED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY, AWS D1.1. WELDING ELECTRODE MATERIAL SHALL BE E7OXX. 7. MINIMUM WELDS, WHERE NOT SHOWN ON DRAWINGS, SHALL BE 3/16 INCH FILLET WELD, ALL AROUND. 8. ALL STEEL AND CORRESPONDING CONNECTIONS EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 AND A153, RESPECTIVELY. 9. ALL STEEL, THAT WILL BE GALVANIZED, SHALL NOT BE PAINTED. 13. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. 14. USE 6" DEEP STRUCTURAL STUDS FOR EXTERIOR WALLS, PARAPETS, OVERHANGS, RAILINGS, ETC. SPACING SHALL NOT EXCEED 16". PROVIDE HEADERS, FRAMING AROUND OPENINGS, ADDITIONAL STUDS AT ENDS OF OPENINGS AND CORNERS, BRACES AND ATTACHMENTS TO STRUCTURE. COORDINATE WITH ARCHITECTURAL ELEVATIONS, SECTIONS AND DETAILS. SEE SPECIFICATIONS. POST -INSTALLED FASTENERS 1. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. 2. INSTALL BOLTS AND FASTENERS TO MISS REINFORCING. 3. PRIOR TO DRILLING FOR THE ANCHOR CONCRETE REINFORCING STEEL SHALL BE LOCATED WITH A MAGNETIC BAR LOCATOR. 4. FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND AS GIVEN BELOW. NOTIFY THE ENGINEER IF CONFLICTS EXIST BETWEEN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND THE BELOW REQUIREMENTS. 5. FASTENERS SHALL BE INSTALLED AT NOT LESS THAN THE MANUFACTURER'S MINIMUM EDGE DISTANCES AND/OR SPACINGS INDICATED IN THE MANUFACTURER'S LITERATURE, UNLESS INDICATED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE ENGINEER OF RECORD. 6. DRILL HOLES USING ROTARY PERCUSSION DRILL WITH A DEPTH GAGE. DO NOT DRILL THROUGH FULL THICKNESS OF CONCRETE. CLEAN HOLES BY VIGOROUSLY BRUSHING AND THEN BLOW OUT LOOSE MATERIAL USING OIL -FREE COMPRESSED AIR. THE BRUSH SHALL HAVE THE STIFF NON-METALLIC BRISTLES OF TYPE AND DIAMETER RECOMMENDED BY THE ADHESIVE MANUFACTURER. IF CONCRETE IS DAMP BLOW DRY HOLE WITH OIL -FREE COMPRESSED AIR. CLEAN WITH WATER ONLY IF RECOMMENDED BY MANUFACTURER. ADHESIVE ANCHORS MAY NOT BE SET IF WATER IS SEEPING INTO HOLE; NOTIFY THE ENGINEER. 7. CONTRACTOR SHALL SUBMIT MANUFACTURERS LITERATURE FOR THE ANCHOR SYSTEM TO BE USED. THIS LITERATURE SHALL INCLUDE ANCHOR MATERIAL, STRENGTH DATA, EMBEDMENT LENGTH, DRILL BIT SIZE AND THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. FOR ADHESIVE ANCHORS INCLUDE ADHESIVE CHEMISTRY. SPECIAL INSPECTIONS PER THE IBC SECTION 1704, SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING ITEMS: 1. STRUCTURAL STEEL: a. MATERIAL VERIFICATION OF STRUCTURAL STEEL b. MATERIAL VERIFICATION OF WELD FILLER MATERIALS c. VISUAL INSPECTION OF FIELD WELDS: • SINGLE -PASS FILLET WELDS <_ 5/16" (PERIODIC) d. SPECIAL INSPECTIONS ARE NOT REQUIRED FOR WORK DONE ON THE PREMISES OF AN APPROVED FABRICATOR. e. PROVIDE WELDING PROCEDURE SPECIFICATIONS. f. PROVIDE CERTIFICATION OF WELDERS PERFORMING WORK. 2. MASONRY: a. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: • PROPORTIONS OF SITE -PREPARED MORTAR. (PERIODIC) • CONSTRUCTION OF MORTAR JOINTS. (PERIODIC) • LOCATION OF REINFORCEMENT & CONNECTORS (PERIODIC) b. THE INSPECTION PROGRAM SHALL VERIFY: • SIZE AND LOCATION OF STRUCTURAL ELEMENTS. (PERIODIC) • TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. (PERIODIC) • SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. (PERIODIC) • PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F). (PERIODIC) c. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: • GROUT SPACE IS CLEAN. (PERIODIC) • PLACEMENT OF REINFORCEMENT AND CONNECTORS (PERIODIC) • PROPORTIONS OF SITE -PREPARED GROUT. (PERIODIC) • CONSTRUCTION OF MORTAR JOINTS. (PERIODIC) d. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT PROVISIONS. (CONTINUOUS) e. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED. (CONTINUOUS) f. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. (PERIODIC) 3. EXPANSION AND EPDXY ADHESIVE ANCHORS: a. RECORD PRODUCT DESCRIPTION INCLUDING THE ADHESIVE PRODUCT NAME AND EXPIRATION DATE, ADHESIVE MIXING PROCEDURE AND USE OF PROPER NOZZLES FOR ALL CARTRIDGES. (PERIODIC) b. VERIFY ANCHOR OR REINFORCEMENT BAR MATERIAL, GRADE, DIAMETER, LENGTH, AND CLEANLINESS. (PERIODIC) c. VERIFY DRILL BIT DIAMETER, INCLUDING VERIFICATION OF DIAMOND -CORE AND CARBIDE -TIPPED DRILL BIT COMPLIANCE WITH ANSI B212.15. (PERIODIC) d. VERIFY DEPTH AND CLEANLINESS OF HOLES. (PERIODIC) e. VERIFY CONCRETE COMPRESSIVE STRENGTH BY ASTM C42 METHODS. (PERIODIC) f. VERIFY PHYSICAL PROPERTIES OF THE CONCRETE MASONRY WALL CONSTRUCTION COMPONENTS. (PERIODIC) g. VERIFY SUBSTRATE TEMPERATURE AT TIME OF ANCHOR INSTALLATION. (PERIODIC) h. VERIFY ACTUAL GEL TIME WHEN INSTALLED ANCHORS ARE NOT DISTURBED. (PERIODIC) i. VERIFY THAT THE ANCHOR INSTALLATION AND LOCATION, INCLUDING SPACING AND EDGE DISTANCE, ARE IN COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS. (PERIODIC) 3. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: a. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED CONSTRUCTION DOCUMENTS. b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE. c. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. d. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. e. PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL PROVIDE STATEMENT OF SPECIAL INSPECTIONS ACKNOWLEDGING THE REQUIREMENTS OF IBC SECTION 1710. 3 d � � i d � 3 <\ </ <� 10 \> �> 3 �\ �> �i a a � � d 3 II O II II O II d I I I I a IIO OII a a SCHEMATIC ELEVATION WIND PRESSURE (ASCE 7-16) FOR COMPONENTS & CLADDING (ASD) EFFECTIVE AREA OF ZONE 1 ZONE 1' ZONE 2 ZONE 3 ZONE 4 ZONE 5 OPENING, A (S.F.) PRESSURE SUCTION PRESSURE SUCTION PRESSURE SUCTION PRESSURE SUCTION PRESSURE SUCTION PRESSURE SUCTION (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) A <_ 10 10.00 -25.62 15.70 -38.52 15.70 -64.62 15.70 -97.26 38.50 -41.76 38.50 -51.54 10 < A <_ 20 10.00 -23.94 14.70 -37.56 14.70 -57.72 14.70 -80.52 36.80 -40.02 36.80 -48.06 20 < A <_ 50 10.00 -21.72 13.20 -36.18 13.20 -48.66 13.20 -58.44 34.40 -37.74 34.40 -43.50 50 < A <_ 100 10.00 -19.98 12.10 -35.22 12.10 -41.76 12.10 -41.76 32.80 -36.00 32.80 -40.02 NOTES: 1. VALUES LISTED IN THE ABOVE TABLE ARE BASED UPON AN ENCLOSED BUILDING USING THE SPECIFIED WIND LOADING AS INDICATED IN THE'DESIGN LOADS' SECTION OF THE GENERAL NOTES. 2. PRESSURE (POSITIVE) AND SUCTION (NEGATIVE) VALUES SIGNIFY LOADING ACTING TOWARDS AND AWAY FROM THE BUILDING SURFACES, RESPECTIVELY (FULL HEIGHT, UNLESS NOTED.) 3. VALUES LISTED IN THE ABOVE TABLE ARE ASD WIND PRESSURES. 4. EFFECTIVE WIND AREAS, UNLESS NOTED OTHERWISE: "a" = 9'-6" "b" = T-2" 5. SUCTION VALUES LISTED IN ROOF ZONES 1, V, 2 & 3 INDICATE GROSS UPLIFT PRESSURES. This item has been electronically signed and sealed by Colleen A. Rezabek, P.E. on 07/22/2021 using a digital signature and date. Printed copies of this document are not considered signed and sealed, and signature must be verified on any electronic copies. iO (D W z O w r 07 ,11- _I LL C:) LU O O z = Z o C/) wo J W Z w 0� o w z z o N � LLJa--+ Z3 00 O Q DRAWN BY: KAC DESIGNED BY: CAR O10 `n E ('0 N O 00 U O =� o }O �o Oo IL0 �z C)-0- O 'moo Or U 3U o moCD 10 44U-10 IL ca L/) CV O 00 Cvo O oho m 0 N w r- o O 10 O N Q ��N• v b®��©\.�;.G•E NSF' i No 59978 �-p• �arz 07/22/2021 COLLEEN A REZABEK FL REGISTRATION 59978 TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. 05/19/2021 REMODEL