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Home My WebLink AboutBuilding PlanEXTERIOR STUB 17 rol 14TRUSS TOP CHORD DOOR SECTION - OPEN_ SCALE: N.T.S. DOOR ELEVATION SCALE: N.T.S. M OVERALL DIMENSION BOTTOM CHORD 12 VERTICAL WEB (TYP) TRUSS PLAN SCALE: N.T.S. INTERIOR STUB DOOR SECTION CLOSED SCALE: N.T.S. He 13 TRUSS WEB (TYP) jJAMB COLUMN �I EL KEEPER PLATE FROM JAMB COLUMN TO DOOR SIDE VERTICAL TO CAPTURE IN/OUT DISPLACEMENT IN CLOSED POSITION (TYP) BUILDING OWNER IS RESPONSIBLE FOR DESIGNING THE SUPPORTING SLAB/FOOTING, FOR THE BASE PLATE AND ANCHOR PATTERN SHOWN, AND FOR THE ALLOWABLE STRESS DESIGN LOADS SHOWN IN NOTES 6 AND 7. VA (4) 4"0 x 44' EMBED HILTI KWIK TZ BOLTS W8x24 BUILDING WALL UUT'DIUL BASE DETAIL SCALE: N.T.S. (LEFT SIDE SHOWN RIGHT SIDE MIRRORED) MAILRIALS IYPE_ iA500 GrB I DESCRIPTION 1 8x2x3 16 HSS ITOP HORIZONTAL 2 8300# BREAKING STRENGTH CABLE BRACING 3 CS4x2x065 A570 Gr50 COLD FORM "C" GIRT 4 CS4x2x065 A570 Gr50_ COLD FORM "C" GIRT 5 6x2x1 8 HSS A500 GrB BOTTOM HORIZONTP 6 1 6x4016_ HSS:_ A500 GrB INTERIOR VERTICAL 7 8x4x5 16 HSS A500 GrB SIDE VERTICAL 8 1 2"4 A1045 ___ A1045 UPPER PIN 9 _1. _ 2"0 - PIVOT PIN 10 W8x24 'A992 ---- JAMB COLUMN 11 -___._._6x2x3L 6 _HSS__. A500 GrB TUBE BELOW TRUS`. 12 4x4x1 8 HSS A500 GrB_ VERTICAL WEB 13 2x2x1 4 ANGLE A36 TRUSS WEB 14 44 3 16 HSS A500 GrB TRUSS TOP CHORD 15 4x4x3 16 HSS A500 GrB TRUSS BOTTOM CH 16 4308 HSS A500 GrB IA500 GrB INTERIOR STUB 17 4x3x5/16 HSS FXTFRIOR STHR DRAWING IS NOT TO SCALE AND IS FOR FABRICATION ONLY. DIMENSIONS MAY VARY DUE TO FABRICATOR TOLERANCES OR PREFERENCES. PRIOR TO ORDERING AND INSTALLING SHEETING, WINDOWS, DOORS, ETC., OWNER AND/OR CONTRACTOR SHALL CONTACT HIGHER POWER DOORS FOR A TRIM & CUT SHEET. NOTES: 1. PROJECT LOCATION: PORT ST. LUCIE, FLORIDA. 2. DOOR MAY NOT BE IN AN OPEN POSITION DURING A HIGH WIND SPEED EVENT (Vult> 115 MPH, 3-SECOND GUST), DOOR MAY NOT BE OPERATED WITH WIND SPEEDS Vult> 40 MPH (3-SECOND GUST). 3. DOOR DESIGNED AS A COMPONENT/CLADDING, PART 1, INTERIOR ZONE AND CORNER ZONE. 4. WIND DATA (ALL DATA IS ULTIMATE) RISK CATEGORY II WIND EXPOSURE C 4A.Vult (CLOSED POSITION) = 160 MPH DESIGN WIND PRESSURES: 42.2 PSF, -46.9 PSF 4B.Vult (OPENING POSITION) = 40 MPH DESIGN WIND PRESSURES: 3.7 PSF, -4.0 PSF 4C.Vult (OPEN POSITION) = 115 MPH DESIGN WIND PRESSURES: -27.2 PSF 5. OWNER TO PROVIDE SIDING MEETING CODE REQUIREMENTS FOR DOOR. SECURE TO FRAMING PER CODE, AT 12" MAXIMUM SPACINGS. 6. LATERAL REACTIONS FROM DOOR TO BUILDING (WORKING STRESS) = 5,500# @ TOP OF COLUMN = 6,000# @ SLAB 7. VERTICAL REACTION TO THE SLAB = 3,000# 8. DEFLECTION 4" DEFLECTION IN THE OPEN POSITION 4" AS THE DOOR BEGINS TO OPEN 9. DESIGN OF THIS STRUCTURE MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7TH EDITION. DIMENSIONS B 6'- 10 1 �2 - ------ --- C 4 SPA. @ 9'-0° = 36'-0" D 1 3'-5" D2 LN q - --- - E --- --- L 6'-10" F 7'-" 4 G -H1 - 8'-10" - 9'-10" 12'-10" - — H2 J 14'-3" ----- 15'-9" 17'-3" 49'-9" - - - -- K L M N 24 SPA. @ R - 2,_2„ - - - S 6, 4„ ---- - T 15'-0" R L 15'-8" _ FILE COPY HYI)RAULIC DOORS 1400 Territorial Rd. Benton Harbor, M1 49022 (269) 9?7-8990 PH (269) 027-1400 FAX i ME � i ...3 n :z M � 111 aCa a ®:®� <z co 1%0 IN w U ~ & I— a cn ABBREVIATIONS: AB ANCHOR BOLT MATL MATERIAL AFF ABOVE FINISHED FLOOR MAX MAXIMUM AD1 ADJACENT MECH MECHANICAL ARCH ARCHITECTURAL MIN MINIMUM BLDG BUILDING NTS NOT TO SCALE BM BEAM O.C. ON CENTER BOT BOTTOM OPT OPTIONAL BRG BEARING OSB ORIENTED STRAND BOARD CJ CONTROLJOINT PLY PLYWOOD CL CENTERLINE PSI POUNDS PER SQUARE INCH CMU CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOT COL COLUMN PT PRESSURE TREATED CONC CONCRETE REINF REINFORCEMENT COND CONDITION READ REQUIRED CONT CONTINUOUS RO ROUGH OPENING CONST CONSTRUCTION RTU ROOF TOP UNIT CLG CEILING SCH SCHEDULE DEL DOUBLE SHTHG SHEATHING DIA DIAMETER SIM SIMILAR DR DOOR SMS SHEET METALSCREWS DWG DRAWING SP SOUTHERN YELLOW PINE EA EACH SPF SPRUCE PINE FIR EI EXPANSION101NT STL STEEL ELECT ELECTRICAL STR STRUCTURAL FOR ENGINEER OF RECORD SGD SLIDING GLASS DOOR EQUIP EQUIPMENT SQ SQUARE FF FINISH FLOOR T&G TONGUE AND GROOVE FT FOOT/FEET TOB TOP OF BEARING GA GAUGE TYP TYPICAL GC GENERAL CONTRACTOR UNO UNLESS OTHERWISE NOTED GYP GYPSUM VERT VERTICAL HGT HEIGHT W/ WITH HORIZ HORIZONTAL WIC WALK IN CLOSET HB HOSE BIB WD WOOD INS INSULATION WWF WELDED WIRE FABRIC KSI KIPS PER SQUARE INCH W/O WITHOUT MAS MASONRY WDW WINDOW 1. Y# 3. 4. S. 6. Sheet List ____ _.._ Page No Sheet Name Sheet Number 1 General Notes 50.1 2 Foundation Plan SIA PROJECT COORDINATION A. THIS DRAWING IS FOR THE FOUNDATION OF A 3,600 SQUARE FOOT, PRE-ENGINEERED METAL BUILDING. SEE THE FOUNDATION PLAN FOR THE BUILDING INFORMATION. DESIGN CODE A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF: a. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION, BUILDING, FBC.. b. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION, RESIDENTIAL, FBC-R. DESIGN CRITERIA A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332, B. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. DESIGN LOADS A. ROOF DEAD LOAD (SUPERIMPOSED): a. TOP CHORD (ROOF) 3 PSF (METAL) B. ROOF LIVE LOAD: 20 PSF C. FLOOR LOADING: a. DEAD LOAD 125 PSF b. LIVE LOAD 150 PSF D. DOOR LOADS (HIGHER POWER HYDRAULIC DOORS 50'-0"x15'-8.5") a. BELOW LOADS ARE APPLIED TO JAMBS AT LOCATIONS 4B AND 4E b. 6 KIPS LATERAL C. 3 KIPS VERTICAL STRUCTURE SPECIFICATION A. BUILDING OCCUPANCY CATEGORY: II B. CONSTRUCTION TYPE: V-S C. OCCUPANCY CLASSIFICATION: R-3 D. WIND SPEED a, ULTIMATE (LRFD) = 160 MPH b. ALLOWABLE (ASD) = 124 MPH E. WIND EXPOSURE CATEGORY: C F. ENCLOSURE CLASSIFICATION: ENCLOSED G. INTERNAL PRESSURE COEFFICIENT: +/-0.18 H. WIND-BORNE DEBRIS AREA: YES I. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AN DAREA 1. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE. PROJECT REQUIREMENTS: A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES. B. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF CONSTRUCTION, INCLUDING ALLSTATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES, AS WELLASANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS. C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF ANY DISCREPANCIES OR CONFLICT W ITH APPLICABLE CODES PRIOR TO CONSTRUCTION. D. THE ARCHITECT/ ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS OR THE RELATED CODES. E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC. F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FORTEMPORARY SHORING OR LIFTING PROGRAMS. G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS. H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE. 1. FOLLOW LIFT MANUFACTURER RECOMMENDATION FOR ADDITIONAL REQUIREMENTS AT PROPOSED LIFT LOCATIONS. SITE WORK: 1. SOIL A. ALL WORK SHALL CONFORM TO THE FINAL GEOTECHNICAL REPORTAND THE FINAL GRADING PLAN ACCEPTED BY THE AUTHORITY HAVING JURISDICTION. B. IF THE SOILS REPORT IS NOT AVAILABLE, SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 1,800 PST. C. CONTRACTOR SHALL VERIFY COMPACTION REQUIREMENTS PRIOR TO THE EXECUTION OF WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK. D. FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED FILL, FREE OR ORGANIC MATTER AND COMPACTED TO 95% OF THE MODIFIED PROCTOR, UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT. E. THE SOILS WITHIN 15 FEET OF THE PROPOSED BUILDING PAD SHALL BE FREE OF ANY WOOD, VEGETATION. STUMPS, CARDBOARD, TRASH, OR OTHER DELETERIOUS MATERIAL. F. WATER MANAGEMENTAT THE PERIMETER SHALL BE MAINTAINED AND SHALL INCLUDE: a. CONDENSATE DRAINS AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 12" FROM BUILDING. b. IRRIGATION / SPRINKLER SYSTEMS, INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 16" OF BUILDING. C. LANDSCAPE SHALL BE INSTALLED AT LEAST 24" AWAY FROM BUILDING PERIMETER, G. ANY FILL BROUGHT TO THE SITE SHALL MEET PROJECT REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 2. SOIL TREATMENT A. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES BAITING SYSTEMS, AND/OR PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS. B. BOXED AREAS IN CONCRETE FLOORS FOR INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR APPROVED PLASTIC FORMS. FORMS SHALL BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER INITIAL TREATMENT. C. PROVIDE VAPOR BARRIER IMMEDIATELY FOLLOWING SOILTREATMENT. D. A LICENSED PEST CONTROL COMPANY SHALL SUBMIT CERTIFICATE OF COMPLIANCE TO THE BUILDING DEPARTMENTAT COMPLETION OF TREATMENT. E. AFTER COMPLETION OF WORK, ALL LOOSE WOOD, CONSTRUCTION DEBRIS, AND ORGANIC MATERIAL SHALL BE REMOVED FROM WITHIN 16" OF BUILDING PERIMETER. CONCRETE: 1. MATERIALS A. ALL WORK SHALL BE MIXED, PLACED, AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318. B. CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS UNLESS NOTED OTHERWISE: AREA STRENGTH (PSI) SLUMP AGGREGATE SIZE SLAB 3,000 PSI (28 DAYS) 4"-6" 3/4" - 2" FOOTER 3,GW PSI (29 DAYS) V-6" 3/4" - 2" C. GENERAL CONTRACTOR SHALL SUBMIT MIX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO PLACING ANY CONCRETE. D. MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING: a. PORTLAND CEMENT-ASTM C150 b. AGGREGATES: COURSE AGGREGATE: ASTM C33, LIGHTWEIGHT: ASTM C330, FINE: ASTM C33 E. WATER SHALL BE FREE OF CONTAMINANTS, CLEAN AND POTABLE. F. WATER SHALL NOT BE ADDED TO THE MIX ONSITE UNLESS SPECIFICALLY APPROVED IN THE MIX DESIGN SPECIFICATIONS PER THE SPECIFIED VOLUME. G. ADMIXTURES SHALL CONFORM TO THE MIX DESIGN. 2. TESTING AND SAMPLING A. ALL TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH ASTM REQUIREMENTS. TEST REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO FURTHER CONSTRUCTION. B. THREE CYLINDER TEST SAMPLES SHALL BE MADE DURING EACH DAYS SEQUENCE PER EVERY 50 YARDS. TWO SLUMP TESTS (PER ASTM C143) SHALL BE PERFORMED AND RECORDED FOR EACH BATCH, ONE AT THE BEGINNING AND ONE ATTHE END. a. ONE CYLINDER SHALL BE BROKEN AT 7 DAYS AND ONE AT 28 DAYS. RESERVE CYLINDER WILL BE NEEDED IF SECOND TEST FAILS SPECIFICATIONS. C. SUBMIT TEST RESULTS TO ENGINEER OF RECORD WITHIN FIVE DAYS OF RESULTS. 3. REINFORCING A. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60. B. REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND REDUCING COATINGS. C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS INDICATED IN THE DRAWINGS. a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3" b. CONCRETE EXPOSED TO EARTH OR WEATHER - 1.5" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4" D. MINIMUM LAP SPLICE (UNLESS NOTED OTHERWISE) BAR SIZE MASONRY CONCRETE 1500 PSI 2000 PSI 3000 PSI 4000 -5000 PSI #4 24" 2V. 27" 15" #5 30" 26" 21" 19" #6 36" 31" 26". 22" #7 42" 46" 37" 32" #8 48" 53" 43" 37" E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED BY ACI DETAILING MANUAL. F. PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED AT THE OUTSIDE BAR OF FOUNDATION CORNERS. G. ENGINEER ASSUMES NO RESPONSIBILTY FOR EXPANSION/CONTRACTION CRACKS THAT MAY APPEAR IN CONCRETE SLABS. THE USE OF WELDED WIRE MESH AND/OR FIBER MESH WILL GREATLY REDUCE RISK OF THESE TYPES OF CRACKS. THE USE OF DIAGONAL STEELAT RE-ENTRANT CORNERS IS HIGHLY RECOMMENDED BUT NOT REQUIRED UNLESS NOTED ON THE FODUNDATION PLAN. SLAB CRACKS ARE TYPICALLY EXPECTED AND PREVENTATIVE MEASURES SHALL BE TAKEN TO ISOLATE/CONTROL AND CRACKS THAT MAY AFFECT ARCHITECTURAL FINISHES. H. WELDED WIRE MESH, IF USED, SHALL BE IN ACCORDANCE WITH ASTM A85 AND SHALL BE 6x6-W1.4xW1.4, UNLESS NOTED OTHERWISE ON DRAWINGS. a. INSTALL WELDED WIRE MESH IN THE MIDDLE OF THE SLAB AND SUPPORT WITH APPROVED MATERIALS OR SUPPORTS AT SPACING NOT TO EXCEED THREE FEET ON CENTER OR IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION. b. LAP ALL JOINTS IN WELDED WIRE MESH 12 INCHES. 1. FIBER MESH, IF USED IN LIEU OF WELDED WIRE MESH SHALL BE 2A LBS PER CUBIC YARD UNLESS NOTED OTHERWISE. 4. PLACEMENT AND FINISHING A. ALL CONCRETE PLACED UNDER ROOF PROTECTION SHALL BE PLACED OVER 6 MIL MIN. POLYETHYLENE VAPOR BARRIER, LAPPED 81NCHES MINIMUM WITH ALL SEAMS TAPED UNLESS NOTED OTHERWISE. B. PLACE ALL EMBEDDED ITEMS (ANCHOR BOLTS, DOWELS, ETC.) IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE OR DURING CONCRETE OPERATIONS. C. PROTECT ALL CONCRETE FROM DAMAGE AFTER PLACEMENT. D. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING UNLESS MIX DESIGN SPECIFIES OTHERWISE. E. CONCRETE SHALL BE PLACED WITHIN THE SLUMP LIMITS SPECIFIED IN THE DESIGN MIX. F. WATER ADDED ATTHE SITE SHALL BE KEPT TO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR THIRTY REVOLUTIONS AT 8-12 RPM FOLLOWING THE ADDITION OF WATER ATTHE SITE. G. CONCRETE SHALL NOT BE PLACED DURING RAIN. FOLLOWING PLACEMENT OF CONCRETE, PROTECT FROM RAIN PRIOR TO INITIAL SET. H. PLACEMENT SHALL BE CONTINUOUS UNTIL ALL WORK IS COMPLETED. I. DO NO USE CONTAMINATED, DETERIORATED, OR RETEMPERED CONCRETE. 1. THOROUGHLY WORK CONCRETE AROUND REINFORCING BARS. K. PLACE CONCRETE TO GRADES AND ELEVATIONS REQUIRED FOR PROJECT. L. REMOVE ALL GRADE STAKES AFTER PLACEMENT OF CONCRETE. M. AT SLABS GREATER THAN 20 FEET IN ANY DIRECTION a. PROVIDE SAW CUT CONTROL JOINTS IN CONCRETE AFTER INITIAL SET AND PRIOR TO HARDENING b. SAWCUTJOINTS SHALL BE 113 THE DEPTH OF THE SLAB. C. ANY SLAB EXCEEDING 20 FEETSHALL BE DIVIDED AT ALL CORNERS AND SHALL EXTEND IN EACH 90 DEGREE DIRECTION. N. PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPLICATION. 0. SILL PLATE ANCHORS SHALL BE AS SPECIFIED IN SPECIFICATIONS. P. CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS. Q. CURE CONCRETE FOR THREE DAYS TO MINIMIZE SHRINKAGE CRACKS. METAL AND STEEL BUILDING CONSTRUCTION: 1. GENERAL A. METAL BUILDING ERECTOR SHALL BE RESPONSIBLE FOR ERECTION OF THE STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH THE METAL BUILDING MANUFACTURERS ASSOCIATION. B. THE BUILDER IS RESPONSIBLE FOR DESIGNING, SUPPLYING, LOCATING AND INSTALLING TEMPORARY SUPPORTS AND BRACING DURING ERECTION OF THE BUILDING. METAL BUILDING BRACING IS DESIGNED FOR CODE REQUIRED LOADS AFTER BUILDING COMPLETION AND SHALL NOT BE CONSIDERED AS ADEQUATE ERECTION BRACING. C. TENSION BRACE RODS WORK IN PAIRS TO BALANCE FORCES CAUSED BY INITIAL TENSIONING. CARE MUST BE TAKEN WHILE TIGHTENING BRACE RODS SO AS NOTTO CAUSE ACCIDENTAL OR MISALIGNMENT OF COMPONENTS. ALL RODS MUST BE INSTALLED LOOSE AND THEN TIGHTENED. RODS SHALL NOT EXHIBIT EXCESSIVE SAG. FOR LONG OR HEAVY RODS OR ANGLES, IT MAY BE NECESSARY TO SUPPORT THE ROD AT MID -BAY BY SUSPENDING IT FROM A SECONDARY MEMBER. D. EQUIPMENT BRACING AND SUSPENSION CONNECTIONS MUST NOT IMPOSE TORSION OR MINOR AXIS LOADS, OR CAUSE LOCAL DISTORTION IN ANY STRUCTURAL COMPONENTS. E. ALL FIELD WELDING MUST BE DONE AT THE DIRECTION OF A DESIGN PROFESSIONAL, AND DONE IN ACCORDANCE WITH AWS (AMERICIAN WELDING SOCIETY) BY WELDERS QUALIFIED TO PERFORM THE WORK AS DIRECTED BY THE APPLICABLE WELDING PROCEDURE SPECIFICATION (WPS). A WPS SHALL BE PREPARED BYTHE CONTRACTOR FOR EACH WELDING VARIATION SPECIFIED. THE CONTRACTOR IS RESPONSIBLE FOR ANY SPECIAL WELDING INSPECTIONS AS REQUIRED BY LOCAL JURISDICTION. 2. MATERIALS A. ALL STRUCTURAL PLATES, CHANNELS AND MISCELLANEOUS METALS SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATION BELOW OR PER METAL BUILDING MANUFACTURER. MATERIAL ASTM DESCRIPTION YEILD STRENGTH STRUCTURAL STEEL PLATE A529/ A572 / A1011 50 KSI HOLLOW STRUCTURAL A500 42 KSI HOT ROLLED STR. SHAPES A500 / A572 / A592 / A992 50 KSI HOT ROLLED ANGLES A36 36 KSI COLD FORMED SHAPES A653 / A1011 ROOF AND WALL SHEETING A653 / A792 BOLTS A3007 / A325 RODS A572 / A108 ANCHOR RODS F1554 36 KSI B. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. C. ALL ANCHOR BOLTS AND THREADED RODS SHALL BE A MINIMUM GRADE A. D. STRUCTURAL EPDXY SHALL BE HILT] HIT-HY 200 OR EQUAL, UNLESS NOTED OTHERWISE. E. WELD FILLER MATERIAL SHALL BE 70 KSI TENSILE STRENGTH. 3. EXECUTION A. INSTALL METALS AS DETAILED ON METAL BUILDING DRAWINGS AND PERMIT DRAWINGS. B. STEELWORK SHALL CONFORM TO THE LATEST EDITION OF THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING AS ADOPTED BY THE AISC AND METAL BUILDING MANUFACTURERS ASSOCATION. C. ALL STEEL SHALL BE PAINTED WITH ONE COAT OF RED OXIDE PRIMER AND SHALL BE TOUCHED UP AFTER INSTALLATION, UNLESS THE MATERIAL IS STAINLESS STEEL. D. ALL DRILLED AND EPDXIED HOLES SHALL BE PROPERLY CLEANED AND VERIFIED BEFORE INSTALLATION OF EPDXY ORANCHORS. DOORS AND WINDOWS 1. GENERAL A. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN THE SCHEDULE OR PLAN. THESE DESIGN PRESSURES ARE LISTED IN ALLOWABLE (ASD) WIND PRESSURES. B. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE. C. GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH FBC-R 305. D. OPENINGS FROM A PRIVATE GARAGE TO RESIDENCE SHALL MEET FBC-R 302.5.1. E. SHUTTERS (IF INSTALLED) SHALL MEET FBC-R 301.2.1.2. F. OPENING NOTATIONS a. WIDTH (FEET INCHES)x HEIGHT (FEET INCHES). EXAMPLE: 21068 = T-10" WIDE x 6-8"TALL b. TWIN OR DOUBLES: EXAMPLE 12) 3050 = TWO T-0" WIDE x T-0" TALL WINDOWS MULLED TOGETHER 2. MATERIALS A. THE EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPUANCE WITH THE MANUFACTURER'S NOTICE OF APPROVAL (MIAMI NOA OR FBC APPROVAL). B. THE EXTERIOR DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE PROTECTED WITH AN APPROVED IMPACT RESISTANT COVERING. C. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES, WHICH SHALL REMAIN UNTIL FINAL INSPECTION IS PASSED BY LOCAL AUTHORITY HAVING JURISDICTION. D. ALL FENESTRATIONS (WINDOWS, DOORS, AND GLAZED BLOCK) SHALL COMPLY WITH THE FOLLOWING U FACTORS AND S.H.G.C. (FBC-EC R402.3) OR PROVIDE A PERFORMANCE BASED ENERGY CODE (FBC E400.3). a. IMPACTGLAZING: UFACTOR =0.65 MAXIMUM AND S.H.G.C=0.25 MAXIMUM b. NON -IMPACT GLAZING: U FACTOR = 0.40 MAXIMUM AND S.H.G.0 = 0.25 MAXIMUM E. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. FLUID APPLIED MEMBRANES SHALL MEET AAMA 714. THE FLASHING SHALL EXTEND PAST THE SURFACE OF THE EXTERIOR WALL FINISH. ALL LISTED PRODUCTS BELOW ARE APPROVED ALONG WITH ADDITIONAL PRODUCTS THAT MEET OR EXCEED THEIR PERFORMANCE SPECIFICATIONS. a. LIQUID FLASHING: OSI QUAD FLASH, PROTECTOWRAP LWM200, OR TREMCO DYMONIC 100. 3. EXECUTION A. PRIOR TO INSTALLATION, ALL FRAMES AND BUCKS SHALL BE CHECKED FOR RACK, TWIST, AND OUT OF SQUARE. B. FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL OPENINGS. a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT. b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS. C. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR TO ATTACHING TO THE OPENING PER WINDOW / DOOR DETAILS. d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL. e. INSTALL DOOR / WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER. C. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. D. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. 1/8' WIDE SAW -CUT SHALL BE MADE AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT AGGREGATE BEING DISLODGED BY SAW Saw 0 -ooTing 3/4" = V-0" SEE PLAN 18'4' SEE METAL BUILDING DRAWINGS FOR ROOF, WALLS, COLUMNS AND DETAILS. COMPONENTS SHOWN ON HERE FOR CONCEPT ONLY OPTIONAL RECESS AT DOOR OPENINGS ANCHORS PER METAL BLDG. MANUF. AT BASE ANGLE SLOPE GRADE AWAY FROM FOUNDATION, COMPACT 24" OUTSIDE OF BLDG MIN. 3 Typical Wall Section Metal so L 0'-3' COY. BACKER ROD WITH SEALANT CONCRETE SLAB PER PLAN t/3 t Joint Detail T I� PROVIDE ADDITIONAL#5 BARS AT THICKEND FOOTING A MIN. 1' - 4" OF 12" BELOW PIPE MIN. 12 1 IT-8 1/16" Ht. CLEAR #5 BAR HOOKED AROUND COLUMN BOLTS, LOCATE PER FOUNDATION PLAN, TYP. CONCRETE SLAB PER FOUNDATION PLAN 6 MIL VISQUEEN VAPOR BARRIER OVER TERMITE TREATED, WELL COMPACTED FILL REINFORCED CONC. FOOTER PER PLAN/SCHEDULE FF EQUIPMENT/BUILDING PAD 1/2" COMPRESSIBLE JOINT FILLER CONCRETE FOOTER PER PLAN Digitally sigr Te re n ce by Terence SChlitt I i tt Date: 2022.0 S c h 15:30:40 -04 F. 0 Project Number: 22L001 al O o� N o N N 0 O `U Q) E O U N 0 _0 Z o N a N (. r n LLI CD d W Q CO UJ - N L � N MATTHEW 7:4-29 24-29 ® 17 J z co m 0 LU > W 0 w m O F-w z U Z � Ol > M m w w N v z N m=o L7 ■ W W It d W N W Q U m Co� ^ ■ z 0 u L 1 O > w 0 Z O z ul Z L4 N ' U?y � o LL O°o hoZ N N O °w - i- w`"""0 m N Q 0 Z- i Z O`,,`\, a W� V D c Ea a o c e a" o w v w Y.o 1 General Notes N 0 `3 0 N cri N N O ❑ F lj i'7 I N \ N a