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HomeMy WebLinkAboutBUILDING PLAN PAGE 13-27ABBREVIATIONS AB ANCHOR BOLT LAV LAVATORY ABV ABOVE LG. LONG AFF ABOVE FINISHED FLOOR LIN. LINEN AFI ARC FAULT INTERRUPT LGT LIGHT ALUM ALUMINUM L.T. LAUNDRY TUB AHU AIR HANDLER UNIT MAX. MAXIMUM B.F. BI FOLD M.C. MEDICINE CABINET B.P. BI PASS MECH MECHANICAL BILK. BLOCK M.R.H. MEAN ROOF HEIGHT BRKFST BREAKFAST MTL METAL BLK'G BLOCKING MFR. MANUFACTURER BM BEAM MICRO. MICROWAVE BRG. BEARING MIN. MINIMUM BOT. BOTTOM MIR MIRROR CAB CABINET M.O. MASONRY OPENING CER CERAMIC MONO. MONOLITHIC CJ CONTROL JOINT MTL. METAL CL CENTER LINE OBSC OBSCURE CLG. CEILING O.H.D. OVER HEAD DOOR CLO CLOSET OC ON CENTER CUR CLEAR OPP OPPOSITE CMU CONCRETE MASONRY UNITS P.L.F. POUNDS PER LINEAR FOOT COL. COLUMN P.S.F. POUNDS PER SQUARE FOOT COL. CONCRETE P.S.I. POUNDS PER SQUARE INCH CONN CONNECTION P.T. PRESSURE TREATED CON CASEMENT PART'N. PARTITION CTR CENTER PH PHONE DBL. DOUBLE PKT. POCKET DF DRINKING FOUNTAIN PL PROPERTY LINE DIA. DIAMETER PLYWD. PLYWOOD DISP. DISPOSAL PNL PANEL DP DESIGN PRESSURE R RADIUS DR. DOOR REF REFIGERATOR DW DISH WASHER REINF REINFORCE, REINFORCED EA EACH REQ REQUIRED E.E. EACH END RM ROOM EJ EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL S.C. SOLID CORE ELEV. ELEVATION SCHED SCHEDULE EMER EMERGENCY S.G.D. SLIDING GLASS DOOR ENCL ENCLOSURE SF SQUARE FOOT EQ EQUAL SH SINGLE HUNG E.S. EACH SIDE SH SHELF ESP ELECTO STATIC PAINT SHWR SHOWER EW EACH WAY SPEC SPECIFICATION EXT. EXTERIOR SMS SHEET METAL SCREWS EXT'G EXISTING SQ SQUARE EXP EXPANSION SS STAINLESS STEEL F.B.C. FLORIDA BUILDING CODE ST. STIRRUPS FDN FOUNDATION STD STANDARD FIN. FL. FINISH FLOOR STL. STEEL FLUOR FLUORESCENT SW SWITCH FO FLOOR OUTLET F.R. FIRE RATED SYM SYMMETRICAL FR. DR. FRENCH DOOR TEMP. TEMPERED FRAM'G FRAMING T.B. THROUGH BOLT FT FOOT OR FEET T.BM TIE BEAM FURR FURRING THK THICK G.T. GIRDER TRUSS T & G TONGUE & GROOVE GA. GAUGE TOB TOP OF BEAM GALV. GALVANIZED T.O.B.B. TOP OF BOND BEAM GFI GROUND FAULT INTERRUPT T,O.PL. TOP OF WOOD PLATE GL. GLASS T.O.T.B. TOP OF TIE BEAM GND. GROUND TPH TOILET PAPER HOLDER GYP GYPSUM TYP. TYPICAL GYP. BD. GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERWISE HB HOSE BIBB UL UNDERWRITERS LABORATORIES HC HOLLOW CORE VERT VERTICAL HGT. HEIGHT V.I.F. VERIFY IN FIELD HORZ. HORIZONTAL W.A. WEDGE ANCHORS HM HOLLOW METAL W/ WITH HPS. HOOPS WC WATER CLOSET HR HOUR WD. WOOD HVAC HEATING VENTILATION AIR COND. WH WATERHEATER HVHZ HIGH VELOCITY HURRICANE ZONE WM WASHING MACHINE ID INSIDE DIMENSION W/O WITHOUT INSUL INSULATION WP WATERPROOF INT. INTERIOR WPH WALL PHONE LAM. LAMINATE WSCT WAINSCOT WT WEIGHT STRUCTURAL DESIGN STATEMENT 1. I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES. 2. 1 ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES SPECIFIED BY THE CODES LISTED IN THESE NOTES. GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE WHOLE HOUSE ENGINEERING, U.C. BACKCHARGES WILL NOT BE ACCEPTED. 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS. 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS, 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS. 6. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF ALL TRADES, DETERMINE ERECTION PROCEDURE, AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING, ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION. 7. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN. B. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 9. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. TO WHOLE HOUSE ENGINEERING, LLC FOR REVIEW AND APPROVAL, 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED, 11. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC, AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. 13. THESE DRAWINGS ARE DIAGRAMATIC AND ARE INTENDED TO SHOW THE DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ALL TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMALLY BE CONSIDERED INCIDENTAL TO THEIR INSTALLATION. 14. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2017 EDITION. 15. ALL CONTRACTOR RFI SHALL STATE CONTRACTOR'S SUGGESTION(S) FOR RESOLUTION AND COST IMPLICATIONS FOR SUGGESTION(S). FOR IS NOT RESPONSIBLE FOR DETERMINING COST OR COST EFFECTIVENESS OF RFI RESPONSES. SHOP -DRAWINGS 1. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. 2. ENGINEER'S REVIEW STAMP WILL BE PROVIDED TO CONTRACTOR IN ELECTRONIC FORMAT AND SHALL BE APPLIED TO ALL DRAWINGS PRIOR TO SUBMITTAL. 3. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. 4. CHANGES AND ADDITIONS MADE ON RESUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE -SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. 5. SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL FRAMING SHOWN ON THESE DRAWINGS INCLUDING, BUT NOT LIMITED TO: STAIRS, STRUCTURAL STEEL AND CONNECTIONS, STEEL DECK, LIGHT GAUGE FRAMING, & WOOD TRUSS FRAMING. FOUNDATION PLAN NOTES: 1. SLAB ON GRADE SHALL BE 5" THICK 3000 PSI CONCRETE SLAB WITH 6"x6" / W I A X W I A WELDED WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1 /3 OF SLAB, SUPPORTED 3'-0" ON CENTER MAX., ON 6-MIL. VAPOR BARRIER, ON CLEAN 95% COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING CAPACITY IS 2000 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2000 PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER. 2. ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS W/ A MINIMUM LAP SPLICE OF 30" (48 BAR DIAMETERS). 3. AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5" x 5" HOLE BETWEEN WALLS @ 24" O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS. 4. PLUMBING SLEEVE MINIMUM SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THE LARGER SLEEVE, OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. SLEEVES OR GROUPS OF SLEEVES 16 INCH IN DIAMETER AND LARGER SHALL BE TREATED AS A SLAB OPENING AND REINFORCED PER TYPICAL OPENING REINFORCING DETAILS. WOOD FRAMING NOTES 1. THE ROOF FRAMING PLAN SHOWS LOCATION & DIRECTION OF ALL ROOF MEMBERS (TRUSSES AND GIRDERS). FOR INDIVIDUAL TRUSSES, SEE LAYOUT & ENGINEERING SHEETS BY TRUSS MANUFACTURER. 2. #2 S.Y.P. MAY BE SUBSTITUTED ANYWHERE HEM -FIR IS SPECIFIED. 3. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAINS ABOVE. COORDINATE W/ ARCHITECTURAL PLANS. 4. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED, 5. ENGINEERED WOOD TRUSS SYSTEMS SHALL BE DESIGNED BY SUPPLIER'S SPECIALTY ENGINEER (TRUSS SYSTEM ENGINEER) TO CONFIGURATION AND LOAD CARRYING CAPACITY SHOWN ON DRAWINGS AND SPECIFICATIONS. ALTERNATE TRUSS LAYOUTS ARE ACCEPTABLE ONCE APPROVED BY THE E.O.R. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTOR TYPES UTILIZED WITHIN TRUSSES, AS WELL AS CONNECTORS UTILIZED IN OTHER CONNECTIONS AND ATTACHMENTS BETWEEN TRUSSES OR COMPONENTS SUPPLIED AS PART OF THE ENGINEERED TRUSS SYSTEM. AN ERECTION DRAWING SHALL BE INCLUDED, INDENTIFYING TRUSS SYSTEM COMPONENTS, AS WELL AS PERMANENT BRACING REQUIRED FOR TRUSS DESIGN. 6. ENGINEERED SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A REGISTERED DESIGN PROFESSIONAL ENGINEER WITHIN THE JURISDICTION OF THE PROJECT AS THE SPECIALTY ENGINEER. THE FOLLOWING LOAD DURATION FACTORS SHALL BE USED: DEAD LOAD 0.90 DEAD LOAD + FLOOR LIVE LOAD 1.00 DEAD LOAD + ROOF LIVE LOAD 1.25 DEAD LOAD + WIND LOAD 1.60 REINFORCED MASONRY NOTES 1. DESIGN OF THE REINFORCED MASONRY IS BASED ON THE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530) AND THE SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1). 2. CONCRETE BLOCK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE REQUIREMENTS OF ASTM C90, fm = 1900 PSI MIN. BLOCK IS TO BE HANDLED AND STORED TO PREVENT DAMAGE TO AND CONTAMINATION OF THE UNITS. 3. MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C270, TYPE M OR S. MORTAR TO BE TESTED IN ACCORDANCE WITH ASTM C1314 AT THE BEGINNING OF THE PROJECT AND AT EVERY 5000 SF OF WALL AREA. 4. GROUT FOR FILLED CELLS SHALL BE 3000 PSI (MIN) AND CONFORM TO THE REQUIREMENTS OF ASTM C476 WITH A SLUMP OF 8" TO 10". CONCRETE FILLED CELL MIX WITH A f' OF 2500 PSI AND A SLUMP OF UP TO 8" MAY BE SUBSTITUTED FOR THE SPECIFIED GROUT. GROUT (OR FILLED CELL MIX) TO BE TESTED EVERY POUR AND AT EVERY 50 YARDS MINIMUM. WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE, THE GROUT SHALL BE STOPPED 1.5" BELOW THE TOP OF THE CONCRETE BLOCK. 5. REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60. ALL STEEL TO BE PLACED IN THE CENTER OF THE CELLS, UNLESS NOTED OTHERWISE. CELLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN VERTICALLY TO MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL CELL, MINIMUM WIDTH OF GROUT SPACE SHALL BE 4". STEEL TO BE LAPPED 48 BAR DIAMETERS MINIMUM AND HOOKED INTO BEAMS 10" MINIMUM. 6. CLEANOUTS SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT FOR INSPECTION. 7. WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWELS MAY BE DRILLED (3/4" DIA. X 8" DEEP MIN.) AND EPDXIED IN PLACE WITH "US ANCHOR ULTRABOND EPDXY". 8. SHORING DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON STRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT, THE DESIGN OF THE BRACING OF WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION. 9. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WAL OR ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. 10. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND AS SHOWN ON THE PLANS. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLESS NOTED OTHERWISE. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONRETE AND GROUT TO AREA REQUIRED. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. INTERSECTING WALLS SHALL BE INTERLOCKED WITH RUNNING BOND UNLESS NOTED OTHERWISE. 11. WHEN TOTAL GROUT POUR EXCEEDS 5 FEET IN HEIGHT, THE GROUT SHALL BE PLACED IN 4 FOOT LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF ACI 530.1 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT). 12. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS THAN 1-1 /2 INCHES BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. 13. PROVIDE FILLED CELLS @ MINIMUM 6" ABOVE & 6" BELOW ALL EXPANSION BOLT LOCATIONS IN C.B.S. WALLS (TYPICAL). CONCRETE NOTES 1. ALL CONCRETE SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: 1.1. 3,000 PSI FOR FOUNDATIONS AND SLABS ON GRADE. 1.2. 1 4,000 PSI FOR OTHER STRUCTURAL CONCRETE. 2. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. AGGREGATES TO BE CLEAN AND WELL GRADED, 1-1 /4" MAXIMUM SIZE. CONCRETE SLUMP IS TO BE 5" MINIMUM TO 6" MAXIMUM. 2,500 PSI FOR SLABS ON GRADE & FOUNDATIONS. 3. MINIMUM CONCRETE COVER FOR REINFORCING BARS: STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) 3" , SLABS (CAST AGAINST SOIL W/ VAPOR BARRIER) 1-1/7, SLABS (ABOVE GRADE LEVEL) 3/411 . BEAMS AND COLUMNS 1-1/2" 4. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL MEETING A.S.T.M. A615, GRADE 60. REINFORCING BARS SHALL BE DETAILED, FABRICATED, SUPPORTED IN FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE "MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE STRUCTURES. (A.C.I.318)". 5. LAP ALL REINFORCING BAR SPUCES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY MATS OF STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE CORNER BARS AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5 X 5-0" (30" EACH WAY) UNLESS OTHERWISE NOTED. 6. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM STEEL 30" INTO POURED BEAMS. 7. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1" SMALLER OR 2" LARGER WITHOUT ANY CHANGE OF REQUIRED STEEL. 8. BEAMS WITH THE PREFIX "TB#" SHALL BE OF CONCRETE, POURED AFTER THE BLOCK WALLS BELOW ARE IN PLACE. REINFORCING SHALL BE CONTINUOUS THROUGH TIE BEAMS WITH MINIMUM LAP SPLICES OF 48 BAR DIAMETERS AND BENT BARS AT CORNERS. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE TO REQUIRED AREAS, IN ACCORDANCE WITH ACI 530.1 (SOLID METAL OR FELT CAVITY CAPS ARE PROHIBITED). 9. NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO THIRDS OF THE 28 DAY DESIGN STRENGTH. DESIGN, ERECTION, AND REMOVAL OF ALL FORMWORK, SHORES, AND RESHORES SHALL MEET THE REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301. 10. EMBEDDED CONDUITS WITHIN SLABS, BEAMS, OR WALLS, SHALL OCCUPY ONLY THE MIDDLE ONE THIRD OF THE MEMBER DEPTH OR THICKNESS. MAXIMUM CONDUIT O.D. FOR SINGLE CONDUITS OR SUM OF O.D: S FOR MULTIPLE CONDUITS THAT CROSS SHALL BE NO LARGER THAN ONE THIRD THE MEMBER DEPTH. PARALLEL CONDUITS SHALL BE SPACED WITH A MINIMUM OF 3 DIAMETERS CLEAR. CONDUITS SHALL BE A MINIMUM OF 1 DIAMETER AWAY FROM AND SHALL NOT INTERFERE WITH OR DISPLACE ANY TENDONS OR REINFORCING, CONDUIT SHALL NOT BE TIED TO REINFORCING OR TENDONS. CONDUITS SHALL NOT OCCUR WITHIN COLUMN ZONES OF SLABS AND/OR TRANSFER GIRDERS. CONDUIT PLACEMENT SHALL NOT IMPAIR THE STRENGTH OF THE CONSTRUCTION AS JUDGED BY THE ENGINEER. STEEL STAIRS 1. ENGINEERED STEEL STAIR SYSTEM AND CONNECTIONS OF SAME TO THIS STRUCTURE SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER WITHIN THE JURISDICTION OF THE PROJECT. SUBMIT SHOP DRAWINGS BEARING THE EMBOSSED SEAL AND THE SIGNATURE OF THE ENGINEER FOR REVIEW PRIOR TO FABRICATION, THE CONFIGURATION OF THE STEEL STAIR SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. STEEL STAIR SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN THE BUILDING CODE, THE LOADS SHALL BE CLEARLY INDICATED ON SHOP DRAWINGS. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED WITHIN THE STEEL STAIR SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE PLANS. RAILINGS 1. ENGINEERED RAILING SYSTEM AND CONNECTION OF SAME TO THIS STRUCTURE SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER WITHIN THE JURISDICTION OF THE PROJECT. SUBMIT SHOP DRAWINGS BEARING THE EMBOSSED SEAL AND THE SIGNATURE OF THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE CONFIGURATION OF THE RAILING SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. RAILING SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR APPLICABLE LOADS AS INDICATED ON THE PLANSAND IN THE BUILDING CODE. THE LOADS SHALL BE CLEARLY INDICATED ON SHOP DRAWINGS. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED WITHIN THE RAILING SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE PLANS. POST INSTALLED ANCHORS 1. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. 2. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST -IN ANCHORS. 3. CARE SHALL BE GIVEN TO AVOID DAMAGING EXISTING REBAR WHEN DRILLING HOLES. HOLES SHALL BE DRILLED AND CLEANED PER MANUFACTURER'S INSTRUCTIONS. 4. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT REQUIRED FOR SUPPORT OF THE INTENDED LOAD. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCE AND/OR SPACING INDICATED IN THE MANUFACTURER'S LITERATURE. 5. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED BELOW SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL WITH CALCULATIONS PREPARED, SIGNED, AND SEALED BY AN ENGINEER REGISTERED IN THE JURISDICTION OF THE PROJECT SHOWING THAT THE SUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE DESIGN PROCEDURE. ACCEPTABLE PRODUCTS ARE: EXPANSION ANCHORS FOR NON -CRACKED CONCRETE ONLY: -WEDGE-ALL (WA) BY SIMPSON STRONG -TIE -KWIK BOLT 3 BY HILTI CRACKED CONCRETE MECHANICAL ANCHORS: -STRONG-BOLT (STB) BY SIMPSON STRONG -TIE -KWIK BOLT (TZ) BY HILTI SCREW ANCHORS: -TITEN HD (THD) BY SIMPSON STRONG -TIE -HUS-H BY HILTI ADHESIVE ANCHORS: 1) FOR ANCHORING INTO SOLID BASE MATERIAL: -ACRYLIC-TIE (AT) - SET EPDXY -TIE (SET) WITH RETROFIT BOLTS (RFB) BY SIMPSON - HIT RE 500 BY HILTI Antl 2) FOR ANCHORING INTO HOLLOW BASE MATERIAL: - CONTACT ENGINEER DESIGN PARAMETERS & ASSUMPTIONS_ CODE EDITION: ® FLORIDA BUILDING CODE IN ASCE 7 (EXPOSURE CONDITION) C BUILDING DESIGNED AS: ❑ PARTIALLY ENCLOSED IN ENCLOSED ❑ OPEN ❑ TESTED (WIND TUNNEL) BUILDING HEIGHT: ® 5 60FT. (ASCE 7) ❑ > 60FT. (MUST USE ASCE 7) MEAN ROOF HEIGHT: 271 - 011 (FOR LOW RISE BUILDING WITH SLOPED ROOFS) RISK FACTOR: II (DETERMINED BY BUILDING USE / OCCUPANCY, REFR TO ASCE 7 TABLE 1.5-1) INTERNAL PRESSURE COEFFICIENT: 0.18 . (ENCLOSED BUILDING) BASIC WIND VELOCITY PRESSURES: APPROPRIATE POSITIVE / NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND CLADDING, AS APPLICABLE: WIND SPEED 160 (3-SEC. GUST) BASIC VELOCITY PRESSURE 28.38 PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON CONSTRUCTION PLANS. ROOF TRUSS LIVE LOAD TOP CHORD LIVE LOAD: 20 PSF BOTTOM CHORD LIVE LOAD: 0• PSF ROOF TRUSS DEAD LOAD TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD DEAD LOAD: 10 PSF ROOF TRUSS DEAD LOAD SLAB ON GRADE LOAD HEAVY MANUFACTURING 10 PSF TOTAL 250 PSF TOP CHORD LIVE LOAD: 125 PSF (LIGHT STORAGE LOAD) BOTTOM CHORD LIVE LOAD: 0 PSF MEZZANINE DEAD LOAD TOP CHORD DEAD LOAD: 10 PSF REVIEWED FOI BOTTOM CHORD DEAD LOAD: 12 PSF CODE COMPLIA? STAIR LOAD ST. LUCIE COUN STAIR LIVE LOAD: 100 PSF MINIMUM DEFLECTION CRITERIA FOR TRUSS TO BE AS FOLLOWS: BOCC ROOF TL: L/180 ROOF LL: L/240 FLOOR TL: L/240 FLOOR LL: L/360 MAXIMUM DEFLECTION: 71 2cbz -q?PY PREPARED FOR: Al ROOF TRUSSES 4451 ST LUCIE BLVD FT PIERCE, FL 34946 DRAWING NOTICE THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC. AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. WARNING: DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ARCHITECTURAL SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY IN ORDER TO MEET THE MANUFACTURER'S SPECIFICATIONS. ENGINEER'S SIGNATURE & SEAL: ANTHONY TOMBO FL, PE #80083 S NOTE: 1. STEEL STAIR SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY WHOLE HOUSE ENGINEERING PRIOR TO FABRICATION AND INSTALLATION. -8" 9'-8" 9' 1 FOUNDATION PLAN -2.0 SCALE: (24X36) 1 /4" = l'-0" i —3-0" FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING REMARKS F1 2'-6" MONO. 18" 18" (3) - #5 CONT. F2 6'-0" X 6'-0" (7) - #5 EACH WAY F3 V-4" MONO. 12" 12" (2) - #5 CONT. I 2-0 MONO. (3) - #5 CONT. F5 8" MONO. 8" (1) - #5 CONT. PREPARED FOR: Al ROOF TRUSSES 4451 ST LUCIE BLVD FT PIERCE, Fl. 34946 THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC. AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. WARNING: DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ARCHITECTURAL SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIC PURPOSES ONLY. 'SIZE AND LOCATION MAY VARY IN ORDER TO MEET THE MANUFACTURER'S SPECIFICATIONS. ENGINEER'S SIGNATURE & SEAL: ANTHONY TOIBO FL, PE #80033 �pl"jIxa�Ta S 000 " S ECA221, M00GGG17,4G12S7ELF REVISION DATE BY REV PERMIT 12/30/19 RB I_ PROJECT NUMBER, NAME & ADDRESS: 10005 MAINTENANCE BLDG 4451 ST LUCIE BLVD FT PIERCE, FL 34946 CODE COMPLIANCE ST. LUCI6 '4l0X AkJTY DRAWN BY: BOCC RB SHEET TITLE: FOUNDATION PLAN SHEET NO.: S=2.0 a (1) REBAR VERT. IN FILLED CELL W/ 10" HOOK @ TIE BEAM. SEE PLAN FOR SIZE AND LOCATION. 9 GAUGE, LADDER TYPE HORIZONTAL JOINT REINFORCEMENT REQ. @ 16" O.C. (TYP.) 1-1/2" RECESS U-0" FINISH FLOOR STANDARD A.C.I. 90 HOOK. , 1 - 3.0 FILLED CELL - (1) REBAR W/ 3000 PSI CONC. SEE PLAN FOR SIZE, LOCATION, AND SPACING. 5" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF ON 6-MIL g IPOLY ETHYLENE VAPOR BARRIER ON Z WELL -COMPACTED CLEAN TERMITE TREATED FILL �v FOUNDATION. SEE PLAN d --- C ` - - -- ---- I=1I1=I I I —I d AONTINUOUS BOTTOM REINFORCEMENT. E SCHEDULE FOR SIZE AND QUANTITY. 5" CONC., REINF. W/ 6"x6" W I AxW1.4 WWF ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL S-3.0( SCALE: 3/4" = 1'-0" SCALE: 1" = 1'-0" 1/8" SAWCUT X 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN -----`G ------ FOUNDATION. SEE PLAN CONTINUOUS BOTTOM REINFORCEMENT. SEE SCHEDULE FOR SIZE AND QUANTITY, 5" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL. SEE PLAN 5TYP. CON[TROIMNT S-3.0 SCALE: 1-1/2" = 1'-0" (1) - #8 REBAR EACH CORNER. <° MIN. 1.5" CONC. COVER. 4000 PSI CONC. 41 v 1 ° < #3 TIES @ 12" O.C. d FOUNDATION. SEE PLAN. / 5" CONC., REINF. W/ 6"x6" W 1.4xW 1.4 STANDARD ACI 90 HOOK. m Q a m WWF ON 6-MIL POLY ETHYLENE VAPOR a / / BARRIER ON WELL -COMPACTED CLEAN 0'-0" FINISH FLOOR TERMITE TREATED FILL FOOTING BOTTOM REINFORCEMENT. SEE SCHEDULE FOR SIZE AND QUANTITY. 2 \ F7- REINF. SEE PLAN GRADE -- --------- -- �ll� III �I'IIII `ae ���a`°< �IIIIIIIII`IIIIyI��Y—�= _ A/C CHASE 4" PVC SLEEVE = CONT. REINFORCEMENT. THROUGH FOOTING SEE PLAN. PIPE THROUGH EXT. FOUNDATION TOP (2) - #5 X 4' - 0" -, - PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 6" MIN. SEE FND. PLAN FOR -- SIZE & REINF. PIPE PERPENDICULAR TO FOUNDATION 6 I SCALE: 3/4" = 1'-0" TOP (2) - #5 X 4' - 0" - PLUMBING LINE CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE CFI I- =I I ��I II I I d° I I II 1I SEE FND. PLAN FOR - SIZE & REINF. PIPE VERTICAL THROUGH FOUNDATION PVC OR SCH40 TOP (2) - #5 X 4' - 0" ,1 ` SLEEVE CENTERED @ PIPE - PLUMBING LINE PENETRATION ----T d �d _ d SEE FND. PLAN FOR SIZE & REINF. PIPE PARALLEL TO FOUNDATION SCALE: 3/4" = 1'-0" (1) REBAR VERT. IN FILLED CELL W/ 10" HOOK @ - BOND BEAM. SEE PLAN FOR SIZE AND LOCATION. - FILLED CELL - (1) REBAR W/ 3000 PSI CONC. SEE PLAN FOR SIZE, LOCATION, AND SPACING. 9 GAUGE, LADDER TYPE HORIZONTAL JOINT =' / REINFORCEMENT REQ. @ 16" O.C. (TYP.) 5" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL FOUNDATION. SEE PLAN 0'-0" FINISH FLOOR --- -- - - - I LL I I �' �I I I I I I � CONTINUOUS BOTTOM REINFORCEMENT. = == ( SEE SCHEDULE FOR SIZE AND QUANTITY. STANDARD A.C.I. 90 HOOK. III=IIIIIII11III=I I II F3 WINT. MONOLITHIC FOUND. SCALE: 3/4" = 1 '-0" RECESS AS NEEDED FOR STEEL COVER PLATE. (1) - #4 NOSING BAR CONT. ON 5" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF ON 6-MIL EACH SIDE. POLY ETHYLENE VAPOR BARRIER ON 1 _4. WELL -COMPACTED CLEAN TERMITE TREATED FILL U-0" FINISH FLOOR WN_,� III 7 b c� �o 1�2 � M HASE RECE� SCALE: 3/4" = 1 '-0" 6"0 MIN. SCH. 40 PIPE 1/2"STEEL PLATE 3/4" X 4-1/4" STUD ANCHOR OR EQUAL. CONC. SLAB 5" MIN. - 8BOLLARD DETAIL, SCALE: 3/4" = 1'-0" PREPARED FOR: Al ROOF TRUSSES 4451 ST LUCIE BLVD FT PIERCE, FL 34946 THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC. AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. WARNING: DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ARCHITECTURAL SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY IN ORDER TO MEET THE MANUFACTURER'S SPECIFICATIONS. ENGINEER'S SIGNATURE & SEAL: ANTHONY TOMBO FL, PE #80083 "i goo *R A gn 4 ct c C;ul , SERIAL 4 36 BCA221000000004C 82870F REVISION DATE BY REV PERMIT 12/30/19 RB PROJECT NUMBER, NAME & ADDRESS: 10005 MAINTENANCE BLDG 4451 ST LUCIE BLVD FT PIERCE, FL 34946 REVIEWED CODE COMPLIANCE ST. LUCIE COUNTY DRAWN BY: Elocc RB SHEET TITLE: FOUNDATION DETAILS SHEET NO.: S=10 SEE DETAIL 5/S-5.0 FOR WALL FRAMING ABOVE CONC. BEAM. BMl oA7+29.9 33.6 BM1 OA +33.i BMl oA +33.� BM1 OA 33.6 ---------------------------------� r r-------------------------------------------------------------------- ----------------------------------- --r r-----------------------------------Vo0---------------------------------J f L------------------------------ 3 -�--------------------------------- J M � + + v 0 O 16"Xl 6" COLUMN. REINFORCED CONCRETE SEE DETAIL 2/5-5.0. (TYP.) SEE DETAIL 4/S-5.0 FOR CUM WALL TO J CONCRET COLUMN CONNECTION. O \ OPEN TO BELOW 1 o "v 0— CIA I m o0 00 T.O.B. - 11 '-4" T.O.B. - 9'-4" L1 lI II II u II OPEN TO BELOW � DDL - B2 - _ it Tr — II II _ II II II I II TF— — — — - 0 0 — — Q I m �N =�-== = _ _ W r� m - �° rT— Q�- II TOP OF LEDGER @ 10'-4" A.F.F. — - - - TOP OF,LEDGER @ 10'-4' A.F.F. J 2 - - - - - - , - 6 - -6- - - _ _ 4 6. -6. III I I II 0 0 iII J T.O.B.-11'-4" T.O.B. - 20'-0" NOTE: 1. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED. 2. CONNECT ALL FLOOR TRUSSES TO LEDGER W/ H3 CLIP. TYPICAL. 3. SEE SHEET S-5.0 FOR FRAMING SCHEDULES, LEDGER CONNECTION AND DETAILS. 4. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND THE COMMENCEMENT OF THE WORK. 5. STEEL STAIR SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY WHOLE HOUSE ENGINEERING PRIOR TO FABRICATION AND INSTALLATION \ T.O.B. - 9'-4" 36.0 T.O.B. - 20'-0" Ll O ±39.2 n FRAMING PLAN �S-4.0 SCALE: (24X36) 1 /411= 1'-0" PREPARED FOR: Al ROOF TRUSSES 4451 ST LUCIE BLVD FT PIERCE, FL 34946 WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING@W HENGINEERING.NET DRAWING NOTICE: THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC. AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. WARNING: DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ARCHITECTURAL SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY IN ORDER TO MEET THE MANUFACTURER'S SPECIFICATIONS. ENGINEER'S SIGNATURE & SEAL: ANTHONY TOMBO FL, PE #80083 1 CERIAL, it: 6.0 3 B BC A2 21000O PO 00 4C 12 57 ELF REVISION DATE BY REV PERMIT 12/30/19 RB PROJECT NUMBER, NAME & ADDRESS: 10005 MAINTENANCE'BLDG 4451 ST LUCIE BLVD FT PIERCE, FL 34946 REVIEWED FOR CODE C010PLI NCE ST. LUCIE COUNTY DRAWN BY: BOCC RB SHEET TITLE: FRAMING PLAN SHEET NO.: S=4.0 BEAM SCHEDULE MARK MATERIAL TOP OF DEPTH WIDTH TOP BOTTOM REMARKS BEAM REINFORCEMENT REINFORCEMENT BM1 CONCRETE 16-0" 24' 16" (2) - #6 CONT. (3) - #8 CONT. TB1 CONCRETE 20'-0" 16" 8" (2) - #5 CONT. (2) - # 5 CONT. Ll MASONRY 8'-4" 16" 8" (1) - #5 CONT. 0 PRECAST LINTELS TO BE CAST-CRETE OR EQUAL BB1 MASONRY 10'-8" 16" 8" - (1)-#5CONT.AA BB2 MASONRY 1 V-4" 16" 8" (1) - #5 CONT. - BB3 MASONRY 9' 4" 8" 8" (1) - #5 CONT. B64 MASONRY 1 1'-4" 24' 8" (1) - #5 CONT. EXTERIOR DOOR & WINDOW SCHEDULE MARK WIDTH HEIGHT COMMENTS OPENING PRESSURE OA 18' 0" 14' 0" OVERHEAD DOOR SEE PLAN �O� 3070 SWING DOOR SEE PLAN NOTE: FOR FLORIDA PRODUCT APPROVALS, SEE ACHITECTURAL PLAN SET. HVAC CONDENSIP 6" MIAMI TECH, INC. TIE DOA ATTACH TO CONDENSER W/ SS 410 SELF DRILLING SI ATTACH TO PAD W/ 1 /4" MP SCREWS W/ 1-3/4" MIN. (4) MIAMI TECH, INC. TIE DOWN CLIPS ON EACH SIDE ((8) TOTAL PER UNIT). USE 3" SPACING AND 2-1/2" MIN. EDGE DISTANCE. 4" CONCRETE PAD SCALE: 1 /211 = 1'-011 A LEDGER SCHEDULE MARK LEDGER SIZE CONNECTION SPACING REMARKS AA DOUBLE PT 2X12 3/4" X 8" EXP. BOLT 16" O.C. TOP OF LEDGER @ 10' 4" A.F.F. �B PT 2X4 1 /4" X 4" MASONRY 16" O.C. AT CEILING SCREWS PT 2X8 1 /2" X 8" EXP. BOLT 16" O.C. TOP OF LEDGER @ 11' 4" GLUE AND NAIL PLYWOOD FLOORING TO LEDGER W/ 8d NAILS @ *'O.C. SEE SCHEDULE FOR BOLT SIZE 5-1 /2" MIN. EMBEDMENT (TYP.) (2) 2X PT SPACING O uj SEE SCHEDULE ::r_�I SEE LEDGER SCHEDULE C7 W 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO GROUTED CELLS, 6" ALL AROUND BOLT. 2. ALL BOLTS TO HAVE WASHERS 3. EXP. BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O.C. #3 STIRRUPS @ 10" O.C. MAX. (2) - #6 REBAR CONT. @ TOP a a. d d 4000 PSI CONCRETE d d 4 / a d N a d d (3) - #8 REBAR CONT. @ BOTTOM d A ° d p Q 16"�K N 19, (2) - #5 REBAR @ BOTTOM I°a - —— - %I al PROVIDE CORNER BARS @ CORNER OF TIE BEAM. 114 77 I r � ,I 12 GAUGE METAL TIE @ 24" O.C. r 7 al 1 I I I L i li LK I-, #3 TIES @ 12" O.C. e I. 16"xl6" REINFORCED CONCRETE COLUMN II I p i a li I." I• s 1 ' 1 'I (1) - #8 REBAR @ EA CORNER OF CONCRETE COLUMN. FOUNDATION. SEE PLAN I, STANDARD A.C.J. 90 HOOK 0'-0" FINISH FLOOR ; SCALE: 1-1 /211= 1 '-0" 16" CONC. TIE BEAM (2) - #5 REBAR CONT. @ TOP STANDARD A.C.I. 90 HOOK FILLED CELL - (1) #6 REBAR W/ 3000 PSI C. SEE PLAN FOR LOCATION AND SPACING. (1) REBAR VERT. IN FILLED CELL W/ 10" HOOK @ TIE BEAM. SEE PLAN FOR SIZE AND LOCATION. 8" CMU WALL. EXTEND CONTINOUS REINFORCEMENT 3'-0" INTO FOOTER. s �VN. DTAI EL o -COLUMN TO CMU-DETAIL —5S.0 " = '— " SCALE: 1 /2" = l'-011 #3 TIES @ 12" O.C. zo d O (1) - #8 REBAR @ EA. CORNER. USE 1-1/2" MIN. CONC. COVER, 9 d ad ° ° 4000 PSI CONCRETE d a O 4 4 d 4 16" 2 C-OIUMN -5.0 SCALE: 1-1/211= 1'-011 STANDARD A.C.I 90 HOOK 16" CONC. TIE BEAM (2) - #5 REBAR @ BC)TTOM (2) - #5 REBAR CONT. @ TOP 8" CMU W/ FILLED CELLS @ 4'-0" O.C. #5 REBAR @ 4'-0" O.C. W/ 10" HOOK @ TOP AND BOTTOM. 20'-0" T.O.B. a I I -7: I' I. n• I. a. I P � y P a ° I �. , I #3 STIRRUPS @ 8" O.C. (2) - #6 REBAR CONT. @ TOP 24"D X 16"W REINFQRCED .• i; STANDARD A.C.I. 90 HOOK CONC. BEAM .I I" (3) - #8 REBAR CONT. @ BC)TTOM I` • I 1' ism~� I #3 TIES @ 1 a" O.C. e .r .I, I I L I I e, L a r i r 16"xl 6" REINFORCED is CONCRETE COLUMN zI #8 REBAR @ EA CORNER OF -..'I CONCRETE COLUMN. J I I �• a p STANDARD A C 190 I HOOK FOUNDATION. SEE PLAN a CEI 0'-0" FINISH FLOOR y - - g- <- COLUMN/BEAM DETAIL SCALE: 1 /211 = 1'-011 MAR 10 2020 Ferrnittl In t) rtr`l nt St LLJdE' r LlrltyP -FL . .. I PREPARED FOR: Al ROOF TRUSSES 4451 ST LUCIE BLVD FT PIERCE, FL 34946 I-RH W IIV b IN V I Il-C: THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC. AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. WARNING: DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ARCHITECTURAL SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY IN ORDER TO MEET THE MANUFACTURER'S SPECIFICATIONS. ENGINEER'S SIGNATURE & SEAL: ANTHONY TOMBO FL, PE #80083 a CEFTT" n : 36 87 A2 2100 00 G0 00 4C 12 97 0= REVISION PERMIT DATE 12/30/19 BY RB REV PERMIT COMMENTS 03/02/20 RB A 'ROJECT NUMBER, NAME & ADDRESS: 10005 MAINTENANCE BLDG 4451 ST LUCIE BLVD =T PIERCE, FL 34946 HE'illE'II ED 1` "SO, CODE COMPLIANCE ST. LUCIE COUNTY IRAWN BY: BOCC tB HEET TITLE: IRAMING DETAILS HEET NO.: S-500 IA BEAM SCHEDULE -- - - , TOP OF TOP I BOTTOM MARK MATERIAL DEPTH WIDTH REMARKS BEAM REINFORCEMENT REINFORCEMENT 8M1 CONCRETE 16'-0" 24' 16" (2) - #6 CONT. (3) - #8 CONT. (2) - # 5 CONT. TB1 CONCRETE 20'-0" 16" 8" (2) - #5 CONT. Ll MASONRY 8'-4" 16" 8" (1) - #5 CONT. BB1 MASONRY 10'-8" 16" 8" BB2 MASONRY 1 1'-4" 16" 8" (1) - #5 CONT. BB3 MASONRY 9' 4" 8" 8" (1) - #5 CONT. BB4 MASONRY 11'4" 24" 8" (1) - #5 CONT. EXTERIOR DOOR & WINDOW SCHEDULE OPENING MARK WIDTH HEIGHT COMMENTS PRESSURE OA 18, 0" 140" OVERHEAD DOOR SEE PLAN BO 3' 0" T 0" 3070 SWING DOOR SEE PLAN NOTE: FOR FLORIDA PRODUCT APPROVALS, SEE ACHITECTURAL PLAN SET. LEDGER SCHEDULE MARK LEDGER SIZE CONNECTION SPACING REMARKS A DOUBLE PT 2X12 3/4" X 8" EXP. BOLT 16" O.C. TOP OF LEDGER @ 10' 4" A.F.F. B� PT 2X4 1/4" X 4" MASONRY 16" O.C. AT CEILING SCREWS BOLT 15" O.C. TOP OF LEDGER @ 11' 4" GLUE AND NAIL PLYWOOD �C PT 2X8 1 /2" X 8" EXP. FLOORING TO LEDGER W/ 8d NAILS @ 4" O.C. I SPACING O SEE SCHEDULE 0 o i o 0 SEE SCHEDULE FOR BOLT SIZE 5-1/2" SEE LEDGER SCHEDULE MIN. EMBEDMENT (TYP.) a ELI6" MIN. 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO GROUTED CELLS, 6" ALL AROUND BOLT. 2. ALL BOLTS TO HAVE WASHERS 3. EXP. BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O.C. (2) 2X PT 6" MIN. 3'. TYPICALIERGEILC( 0 SCALE: 3/4" = l 1_011 #3 STIRRUPS @ 10" O.C. MAX. ° ° • d a d 4000 PSI CONCRETE a cv 0 c ° ° (3) - #8 REBAR CONT. @ BOTTOM d a d a 16" - (2) - #6 REBAR CONT. @ TOP URED C-GNC.BEAM- 1 \5-5.0 SCALE: 1-1/2" = 1'-0" (2) - #5 REBAR @ BOTTOM � a PROVIDE CORNER BARS @ CORNER OF TIE BEAM. ' °P I: r .I I I 12 GAUGE METAL TIE @ 24" O.C. ° r' I L I I. it < i e #3 TIES @ 12" O.C. — I I el. 1 L I ii a '.I .a • • i:�•: 16"xl6"REINFORCED I i CONCRETE COLUMN \` a (1) - #8 REBAR @ EA CORNER OF - 'CONCRETE COLUMN. FOUNDATION. SEE PLAN STANDARD A.C.I. 90 HOOK \ 0'-0" FINISH FLOOR /4 I \S 5 SCALE: 1 /2" 1'-0 16" CONC. TIE BEAM (2) - #5 REBAR CONT. @ TOP STANDARD A.C.I. 90 HOOK FILLED CELL - (1) #6 REBAR W/ 3000 PSI CONC. SEE PLAN FOR LOCATION AND SPACING. i (1) REBAR VERT. IN FILLED CELL W/ 10" HOOK @ TIE BEAM. SEE PLAN FOR SIZE AND LOCATION. 8" CMU WALL. EXTEND CONTINOUS REINFORCEMENT 3-0" INTO FOOTER. - — - PREPARED FOR: Al ROOF TRUSSES 4451 ST LUCIE BLVD FT PIERCE, FL 34946 #3 TIES @ 12 O.C. (1) #8 REBAR @ EA. CORNER. TUSE 1-1/2" MIN. CONC. COVER. ° 44 a <c 4000 PSI CONCRETE a d Q p. X -- - 16" f PREPARED BY: ENINE�E.ItING \ WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING@WHENGINEERING.NE DRAWING NOTICE: THESE DRAWINGS AND DOCUMENTS A CONFIDENTIAL AND ARE THE SO PROPERTY OF WHOLE HOUSE ENGINEERIN LLC. AND MAY NOT BE REPRODUCE DISSEMINATED OR REDISTRIBUTED WITHO THE EXPRESS WRITTEN CONSENT( WHOLE HOUSEENGINEERING, LL WARNING: DO NOT SCALE DRAWING PLEASE CONTACT DESIGNER WITH At QUESTIONS REGARDING DIMENSION ARCHITECTURAL SYMBOLS CONTAINI WITHIN THESE DOCUMENTS ARE FC GRAPHIC PURPOSES ONLY. SIZE At, LOCATION MAY VARY IN ORDER TO ME THE MANUFACTURER'S SPECIFICATION ENGINEER'S SIGNATURE & SEAL: ANTHONY TOMBO FL, PE #80083 REVISION DATE I BY REV PERMIT 12/30/19 RB - PROJECT NUMBER, NAME & ADDRESS: 10005 MAINTENANCE BLDG 4451 ST LUCIE BLVD FT PIERCE, FL 34946 0'-0" FINISH FLOOR "- - - - DRAWN BY: Ce_ __ ___ ____ __ — RB COLUMN/BEAM DETAIL, SCALE: 1 /2" = 1'-011 SHEET TITLE: FRAMING DETAILS SHEET NO.: S-500 ASPHALT SHINGLE ON 40# FELT UNDERLAYMENT 5/8" C.D.X. PLYWOOD SHEATHING GALV. STL. STRAP AT EA. TRUSS (SEE ROOF FRAMING PLAN) 20'-0" T.O.B. TRUSS BRG. HEIGHT 26 GA. GALV. MTL. DRIP EDGE OVER P.T. l X 2 AS REQ'D. INSTALL GUTTERS AS REQUIRED. 3-0 FIBER CEMENT TRIM BOARD OVER 2x4 SUB FASCIA CONNECTED W/ (2) 16d NAILS EA. HARDIESOFFIT PANEL OVER 1/2" PLYWOOD CONNECTED TO 24" O.C. MEMBERS W/ 8d RINGSHANK NAILS @ 4" O.C. (1) REBAR VERT. IN FILLED CELL W/ 10" HOOK @ TIE BEAM. SEE PLAN FOR SIZE AND LOCATION. 9 GAUGE, LADDER TYPE HORIZONTAL JOINT REINFORCEMENT REQ. @ 16'O.C. (TYP.) 5/8 (MIN.) STUCCO ----------- 8" CONCRETE BLOCK WALL — --�� 1-1 /2" RECESS —� 0'-0" FINISH FLOOR 51/ MIN. R-19 INSULATION �— MOISTURE BARRIER (METAL SEAT OR FELT PAPER) TIE BEAM. SEE SCHEDULE. ; PT 2X4 NAILER. CONNECT W/ 1 /4" X 3" MASONRY SCREWS @ 24' O.C. i FILLED CELL- (1) #6 REBAR W/ 3000-PSI CONC. SEE PLAN FOR LOCATION AND SPACING. 5" CONC. SLAB FOUNDATION. SEE PLAN. TYPICAL WALLS__E_CT_ION SCALE: 3/8" = 1'-0" GUARD RAILS BY OTHERS. 3/4" T&G PLYWOOD SHEATHING. SET ON A CONT. 1 /4"DIA. BEAD OF LIQUID MOISTURE BARRIER NAIL PANEL ADHESIVE (OR EQUAL) AND NAILED W/ 0.131 "X3" NAILS @ 10" O.C. FIELD, 6" O.C. EDGE 11'-4" A.F.F. TOP OF TRUSS 8"x8" CONC. "U" BLOCK SYSTEM W/ (1) - #5 CONTINUOUS & 3W LONG CORNER BARS AT ALL CORNERS. FIRE RATED CEILING ASSEMBLY PT LEDGER. SEE FRAMING PLAN FOR CONNECTION AND LOCATION. 24" DEEP FLOOR TRUSSES @ 24" O.C. i i 9 GAUGE, LADDER TYPE HORIZONTAL ` JOINT REINFORCEMENT REQ. @ 16" O.C. (TYP.) FILLED CELL - (1) #5 REBAR W/ 3000 PSI CONC. SEE PLAN FOR LOCATION AND SPACING. 8" CONCRETE BLOCK WALL (1) REBAR VERT. IN FILLED CELL W/ 19- HOOK @ U-BLOCK BOND BEAM. SEE PLAN FOR SIZE AND LOCATION. 5" CONC. SLAB FOUNDATION. SEE PLAN. 0'-0" FINISHED FLOOR rink 4 \ KIT 91RG WALL @ PERIurTER S-6.0 SCALE: 3/8" = 1'-0" ASPHALT SHINGLE ON 40# FELT UNDERLAYMENT 5/8" C.D.X. PLYWOOD SHEATHING GALV. STL. STRAP AT EA. TRUSS (SEE ROOF FRAMING PLAN) 20'-0" T.O.B. O.B. TRUSS HEIGHT 26 GA. GALV. MTL: DRIP EDGE OVER P.T. 1 X 2 AS REQ'D. INSTALL GUTTERS AS REQUIRED. 3'-011— J FIBER CEMENT TRIM BOARD OVER 2x4 SUB FASCIA CONNECTED W/ (2) 16d NAILS EA. HARDIESOFFIT PANEL OVER 1/2" PLYWOOD — CONNECTED TO 24" O.C. MEMBERS W/ 8d RINGSHANK NAILS @ 4" O.C. (1) REBAR VERT. IN FILLED CELL W/ 10" HOOK @ TIE BEAM. SEE PLAN FOR SIZE AND LOCATION. STOP OF TRUSS PT LEDGER. SEE FRAMING PLAN FOR —�— CONNECTION AND LOCATION. 16" MIN. GROUTED BOND BEAM FOR LEDGER CONNECTION. SEE FRAMING PLAN FOR LOCATIONS. 9 GAUGE; LADDER TYPE HORIZONTAL J JOINT REINFORCEMENT REQ. @ 16" O.C. (TYP.) 5/8" (MIN.) STUCCO ------------ 8" CONCRETE BLOCK WALL --� 1-1/2"RECESS 0'-0" FINISH FLOOR' 3/4" T&G PLYWOOD SHEATHING. SET ON A CONT, 1 /4" DIA. BEAD OF LIQUID NAIL PANEL ADHESIVE (OR EQUAL) AND NAILED W/ 0.131 "X3" NAILS @ 10" O.C. FIELD, 6" O.C. EDGE FIRE RATED CEILING ASSEMBLY I 24" DEEP FLOOR TRUSSES @ 24" O.C. 9 GAUGE, LADDER TYPE HORIZONTAL JOINT REINFORCEMENT REQ. @ 16' O.C. (TYP.) 8" CONCRETE BLOCK WALL (1) REBAR VERT. IN FILLED CELL W/ 10" HOOK @ U-BLOCK BOND BEAM. SEE PLAN FOR SIZE AND LOCATION. 5" CONC. SLAB �. MIN. R-19 INSULATION MOISTURE BARRIER (METAL SEAT OR FELT PAPER) TIE BEAM. SEE SCHEDULE. PT 2X4 NAILER. CONNECT W/ 1 /4" X 3' MASONRY SCREWS @ 24" O.C. 3/4" T&G PLYWOOD SHEATHING. SET ON A CONT. 1 /4" DIA. BEAD OF LIQUID NAIL PANEL ADHESIVE (OR EQUAL) ANC NAILED W/ 0.131"X3" NAILS @ 10" O.C. FIELD, 6" O.C. EDGE 24" DEEP FLOOR TRUSSES @ 24" O.C. FILLED CELL - (1) #5 REBAR W/ 3000 PSI CONC. SEE PLAN FOR LOCATION AND SPACING'. 5" CONC. SLAB FOUNDATION. SEE PLAN. SCALE: 3/8" 1'-0" GUARD RAILS BY OTHERS. MOISTURE BARRIER I I'-' A.F.F. TOP 4 fT oSS 8'k8" CONC. "U" BLOCK SYSTEM W/ (1) - #5 CONTINUOUS & 30" LONG CORNER BARS AT ALL CORNERS. PT NAILER. SEE FRAMING PLAN FOR CONNECTION AND LOCATION. FILLED CELL - (1) #5 REBAR W/ 3000 PSI CONC. SEE PLAN FOR LOCATION AND SPACING FOUNDATION. SEE PLAN. 0'-0" FINISH FLOOR - Y SCALE: 3/8" = 1'-0" ASPHALT SHINGLE ON 40# FELT UNDERLAYMENT 12 MIN. R-19 INSULATION 5/8" C.D.X. PLYWOOD SHEATHING 5 PP'P— GALV. STL, STRAP AT EA. TRUSS (SEE ROOF FRAMING PLAN) 20'-0" T.O.B. TRUSS MR—G. HEIGHT �— MOISTURE BARRIER 26 GA. GALV. MTL. DRIP EDGE. INSTALL (METAL SEAT OR FELT GUTTERS AS REQUIRED. 3 0„ PAPER) TIE BEAM. SEE SCHEDULE. FIBER CEMENT TRIM BOARD OVER 2x4 SUB FASCIA CONNECTED W/ (2) 16d NAILS EA. PT 2X4 NAILER. CONNECT W/ 1 /4" X 3" MASONRY HARDIESOFFIT PANEL OVER 1/2" PLYWOOD SCREWS @ 24' O,C. CONNECTED TO 24" O.C. MEMBERS W/ 8d RINGSHANK NAILS @ 4 O.C. 8" CMU WALL. FILLED CELL W/ (1) - #5 REBAR @ 4'-0 O.C. STANDARD A.C.I. HOOK @BEAM 24"D X 16"W CONC. BEAM 16"X16" REINFORCED CONCRETE COLUMN BEYOND FOUNDATION BEYOND. SEE PLAN. 5' CONC. SLAB 0 0 FINISH FLOOR 3 —6. @ OPEN BAY SCALE: 3/811 = 1'-0" PREPARED FOR: Al ROOF TRUSSES 4451 ST LUCIE BLVD FT PIERCE, FL 34946 PREPARED BY: WHOLE HOUSE ENGINEERINC 4451 ST. LUCIE BLVD, SUITE 20: FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING@ W HENGINEERING DRAWING NOTICE: THESE DRAWINGS AND DOCUMEN7 CONFIDENTIAL AND ARE THE PROPERTY OF WHOLE HOUSE ENGINE LLC. AND MAY NOT BE REPRODL DISSEMINATED OR REDISTRIBUTED WI', THE EXPRESS WRITTEN CONSE� WHOLE HOUSE ENGINEERING, WARNING: DO NOT SCALE DRAW PLEASE CONTACT DESIGNER WITF QUESTIONS REGARDING DIMENS ARCHITECTURAL SYMBOLS COND WITHIN THESE DOCUMENTS ARE GRAPHIC PURPOSES ONLY. SIZE LOCATION MAY VARY IN ORDER TO THE MANUFACTURER'S SPECIFICAI ENGINEER'S SIGNATURE & SEAL: ANTIMONY TOMBO FL, PE #80083 ERIkL €1 35 EC A2 21 OG GO G O GO 4C 1.2d REVISION DATE BY 3/4" T&G PLYWOOD SHEATHING. SET PERMIT 12/30/19 RB ON A CONT. 1/4" DIA. BEAD OF LIQUID - 24" DEEP FLOOR TRUSSES @ 24' O.C. / NAIL PANEL ADHESIVE (OR EQUAL) AND NAILED W/ 0.131 "X3' NAILS @ 10" O.C. 1 1 FIELD, 6" O.C. EDGE -4.F.R TOP O' AF TRUSS 9 -4 T.O.B. ;c: I 8"x8" CONC. "U" BLOCK SYSTEM W/ L FIRE RATED CEILING ASSEMBLY (1) - #5 CONTINUOUS & 30 LONG -- CORNER BARS AT ALL CORNERS. i .MOISTURE BARRIER 9 GAUGE, LADDER TYPE HORIZONTAL JOINT REINFORCEMENT REQ. @ 16" O.C. (TYP.) PROJECT NUMBER, NAME &ADDRESS: i FILLED CELL - (1) #S REBAR W/ 3000 PSI CONC. SEE PLAN FOR 100®5 8 CONCRETE BLOCK WALL LOCATION AND SPACING. MAINTENANCE BLDI (1) REBAR VERT. IN FILLED CELL W/ 10" HOOK @ U-BLOCK BOND BEAM. 4451' ST LUCIE BLVD SEE PLAN FOR SIZE AND LOCATION. FT PIERCE, FL 34946 5" CONC. SLAB �I FOUNDATION. SEE PLAN. 0'-0' FINISHED FLOOR REVIEWF-n- F`71 CGGryO''DygE COtiwl .,( DRAMBY~UCI CCYU;B 1 RB BOCC 6 '-4INTARG.-WALL- S-6.0 SCALE: 3/8" = 1'-0" SHEET TITLE: WALL SECTIONS SHEET NO.: S=6 a NOTE: 1. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED. 2. "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 3, APPLY LOAD TO TRUSSES TO CARRY CLG. FAN. 300 LB POINT LOAD TO BE APPLIED TO (2) TRUSSES. COORDINATE WITH ARCHITECT/ CONTRACTOR FOR FINAL LOCATIONS PRIOR TO TRUSS FABRICATION. 4. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND THE COMMENCEMENT OF THE WORK. ROOF FRAMING PLAN S-7 0 SCALE: (24X36) 1 /4" = 1'-0" MARK CONNECTOR O HETA20 O VGT, PREPARED FOR: Al ;ROOF TRUSSES 4451 ST LUCIE BLVD FT PIERCE, FL 34946 PREPARED BY: VV 'wu ENGINEERING WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERINGQWHENGINEERING.NET DRAWING NOTICE: THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC. AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE' ENGINEERING, LLC. WARNING: DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ARCHITECTURAL SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY IN ORDER TO MEET THE MANUFACTURER'S SPECIFICATIONS. ENGINEERS SIGNATURE & SEAL: ANTHONY TOMBO FL, PE #30083 REVISION PERMIT a�N 24-0 SERIAL; # : 38 SCA221€00000004C 1287DF DATE BY REV 12/30/19 RB�-- i PROJECT NUMBER, NAME & ADDRESS: 10005 MAINTENANCE BLDG 4451 ST LUCIE BLVD FT PIERCE, FL 34946 ACTUAL UPLIFT gnou CODE CONNP ..IANICF ST, LUCIE (,C'UNT'Y REQUIRED ANCHOR DBC�CeC DRAWN BY. CONNECTOR SCHEDULE RB TYPE CONN TO CONN. TO UPLIFT REMARKS SHEET TITLE: STRUCTURE TRUSS TO CONCRETE EMBEDDED (9)-0.148 X1-1/2 NAILS 1810LB ROOF FRAMING PLAN (1) - 5/8" ANCHOR SHEET NO.: TO CONCRETE W/ 12" MIN (32) - 1 /4" X 3" SIDS 8890 LB EMBEDMENT BLOCKING X-BRACING - 2X4 SYP W/ (3) - 12d NAILS @ EACH TRUSS WEB 0 SCALE: 3/4" = 1'-0" Z2 �2 NOTE: ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS. SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. MIN. 2X4 BLOCKING AT CENTER OF HIP/RIDGE, TYP, BETWEEN TRUSSES W/ (2) - Q' 12d NAILS EACH END TO TRUSS TOP CHORD Q' GT ADD MIN. 2x4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING 24" MAX SPAN EITHER SIDE, IF REQ'D --JACK TRUSSES L-BRACE FASTENEE TO WEB W/ 10( NAILS AT 6" O.0 T-BRACE FASTENEE TO WEB W/ 10( NAILS AT 6" O.0 n TYP. TRUSS ROOF SHEATHING MIN. 2X4 BLOCKING BETWEEN TRUSSES RIPPED 2X4 SYP #2 NAILED TO TOP CHORD OF HIPPED TRUSS W/ 12d NAIL'S @ 6" O.C. SEE PLAN SECT. A -A SHEATHING HIP TRUSS � I HIPGT ALTERNATE TO BLOCKING (2) - 12d NAILS AT 12" O.C. MAX. - - HIP/RIDGE BLOCKING SCALE: 3/4" = 1'-0" CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE ALTERNATE WEB MEMBER SIZE SPECIFIED BRACING CLR T OR L SCAB 2X4 1 ROW 2X4 (1) - 2X4 2X4 2 ROWS 2X6 (2) - 2X4" 2X6 1 ROW 2X4 (1)-2X6 2X6 2 ROWS 2X6 (2) - 2X4* 2X8 1 ROW 2X6 (1) - 2X8 2X8 2 ROWS 2X6 (2)_2X6* PERMANENT WEB BRACING -BRACE FASTENED O WEB W/ IOd NAILS S 6" O.C. iS BRACING/BLOCKING NOTES DIVIDUAL WEB BRACING MAY BE ED WHEN CONTINUOUS LATERAL STRAINT (CLR) IS SPECIFIED ON A USS DESIGN BUT AN ALTERNATIVE WEB ACING METHOD IS DESIRED. DIVIDUAL WEB BRACING MAY INSIST OF T-BRACING, L-BRACING, OR :AB BRACING. REFER TO CHART AND :TAIL FOR MORE INFORMATION. DIVIDUAL WEB BRACING MATERIAL TO SAME SIZE, SPECIES, AND GRADE AS EB TO BE BRACED. SCALE: 3/4" = 1'-0" OVERLAP TRUSS BRACING AT 6' OVERLAP LEAST ONE TRUSS SPACE TRUSS MIN. 2X4 SPF OR SYP TRUSS BRACING W/ (3) - 12d NAILS PER JOINT "SPACED AT 4'-0" MAX. PREPARED FOR: Al ROOF TRUSSES 4451 ST LUCIE BLVD FT PIERCE, FL 34946 PREPARED BY: 'A 1/1 V� ENGNEBRING 'x WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING@WHENGINEERING.NET DRAWING NOTICE: THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING, i LLC.AND MAY NOT BE REPRODUCED, 3 TRUSS BRACING OVERLAP DISSEMINATED OR REDISTRIBUTED WITHOUT \S-80 SCALE: 3/4" = 1 1-0 WHOLE THE PRESS WRITTEN HOUSE ENGINEERING, T OF L C WARNING: DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ARCHITECTURAL SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY IN ORDER TO MEET THE MANUFACTURER'S SPECIFICATIONS. ENGINEER'S SIGNATURE & SEAL: ANTHONY TOMBO FL, PE #80083 TRUSSES PERPENDICULAR TRUSSES PARALLEL 2X BLOCKING BETWEEN TRUSSES @ 2' O.C. AS REQ. ATTACH TOP PLATE W/ CLIPS OR (2) - 1 Od NAILS EA. TRUSS BOT. CHORD L ATTACH TOP PLATE W/ CLIPS 2X TOP PLATE OR 1 - 1 /2"X OR (2) - 1 Od NAILS EA. METAL RUNNER 2X TOP PLATE OR 1 1 /2"X METAL RUNNER — 2X WOOD FRAMING Q 24" O.C. OR 2X WOOD FRAMING @ 24" 1 -1/2"X METAL STUDS O.C. OR 1 - 1/2"X METAL STUDS -- 1 /2" DRYWALL BOTH SIDES 1---_ 1 /2" DRYWALL BOTH SIDES 2X PT BOTTOM PLATE OR 1-1/2'X METAL RUNNER W/ 2X PT BOTTOM PLATE OR 1-1/2"X TAPCONS OR CUT NAILS @ METAL RUNNER W/ TAPCONS' OR 2' - 0" O.C. (1 Od NAILS FOR CUT NAILS @ 2'- 0" O.C. (l Od NAILS WOOD FLOOR FOR WOOD FLOOR TOP OF SLAB TOP OF SLAB NON-BRG, FRAME WALL TYPICAL SCALE: 1 /2" = 1'-011 3BECA221000000004C1287DF REVISION DATE BY REV PERMIT 12/30/19 RB' PROJECT NUMBER, NAME & ADDRESS: 10005 MAINTENANCE BLDG 4451 ST LUCIE BLVD FT PIERCE, FL 34946 REVIEWED P COME, C0N;i i L,11 4 s+, ST. LUC11z' Cflu.N-k"y DRAWN BY: BOC(" R6 SHEET TITLE: FRAMING DETAILS SHEET NO.: s 8.O MECHANICAL NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE FLORIDA BUILDING CODE 2017 AND ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA-85, 92, 95; ASHRAE 15-01, 34-01, 62-04; NFPA 70-02, 72-02, 90A-02, 9OB-02, 91-99, 96-01; ANSI Z10.1-98, Z10.3-98, Z21.8-94, Z21.83-98. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. 4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS —BUILT' DRAWINGS. 5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE [5] COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. 6. ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS, ALL EQUIPMENT SHALL BE UL OR ETL LISTED. ALL INSTALLATIONS SHALL COMPLY WITH FMC 2017, CH. 3, GENERAL REGULATIONS. BUILDINGS LOCATED WITHIN 3,000 FT FROM THE OCEAN SHALL UTILIZE NON—FERROUS MATERIALS FOR ALL OUTDOOR EXPOSED SUPPORTS, STANDS, FASTENERS, ETC. 7. DUCTWORK: A, ALL AIR CONDITIONING DUCT WORK SHALL BE OF 1-1/2" (R-6) HEAVY DUTY FOIL REINFORCED FIBERGLASS WITH MANUFACTURER'S LOGO PRINTED ON VAPOR BARRIER IL ALL FLEX DUCT SHALL BE RATED CLASS I, UL-181 LISTED WITH METALLIZED INNER AND OUTER FOIL LINERS, MIN. R-6 WITH A MAX. TOTAL LENGTH NOT TO EXCEED 15 FT. FLEXIBLE DUCTWORK ELBOW SUPPORTS AT EACH DIFFUSER, GRILLE, AND REGISTER EQUAL TO "FLEXFLOW ELBOW" AS MANUFACTURED BY "THERMAFLEX". C. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL WITH SEALED SEAMS AND JOINTS. ALL OUTSIDE AIR DUCT SHALL BE INSULATED WITH EXTERNAL BLANKET INSULATION R-6 MIN. ALL METAL EXHAUST, MAKE—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—AUTO — HEAT —OFF" AND FAN "ON —AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE AS RECOMMENDED BY MANUFACTURER, HONEYWELL OR EQUAL. PROVIDE TAMPER PROOF COVERS, 13. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE INSTALLATION. INSTALL THERMOSTAT 48" TO 54" A.F.F. PER A.D.A REQUIREMENTS WHERE APPLICABLE. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR ALL REQUIREMENTS FOR JUNCTION BOXES, CONDUITS, CONTROL WIRING, POWER, ETC. AND DEFINE RESPONSIBILITIES AND SCOPE OF WORK FOR EACH TRADE PRIOR TO ANY PURCHASING OR INSTALLATION. WHENEVER THERE ARE MORE THAN ONE SENSOR OR THERMOSTAT, SIDE BY SIDE, THEY SHALL BE GANGED TOGETHER WITHIN THE SAME COVER PLATE WHEREVER POSSIBLE. CONTRACTOR SHALL COORDINATE THIS ISSUE WITH ARCHITECT/OWNER PRIOR TO INSTALLATION AND SHALL BRING ANY DISCREPANCY TO THE ENGINEER'S ATTENTION. 14. REFRIGERANT LINES SHALL BE COPPER, TYPE "L" HARD DRAWN WITH WROUGHT COPPER BRAZING —JOINT TYPE FITTINGS, USE BRAZING MATERIALS FOR HIGH PRESSURE PIPING PER AWS A5.8: BCuP SERIES COPPER —PHOSPHORUS ALLOY OR BAg1 SILVER ALLOY. REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. SOFT COPPER TYPE "M" SHALL BE ALLOWED FOR RISER PIPING INSIDE CHASE TO LIMIT NUMBER OF JOINTS. COORDINATE WITH ENGINEER FOR PRIOR APPROVAL. ALL EXPOSED INSULATION SHALL BE PROTECTED WITH UV RESISTANT PAINT OR ALUMIN. SHIELD. 15. ARMAFLEX INSULATION SHALL BE USED FOR SUCTION LINES (1/2" FOR ABOVE 40- F AND 1" FOR BELOW 40' F) PER FLORIDA ENERGY CODE TABLE 4-11 FOR PIPING INSULATION. FILTER/DRYER AND SIGHT GLASS SHALL BE PROVIDED AT LIQUID LINES. 16. ALL BRANCH TAKE —OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. PROVIDE RADIUS ELBOWS WHERE FEASIBLE, SQUARE ELBOWS AND TEE'S SHALL BE FURNISHED W/SINGLE FOIL TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT ALL FLEX TAKE —OFFS. PROVIDE REMOTE, CABLE OPERATED VOLUME DAMPERS IN INACCESIBLE AND HARD CEILING AREAS, "YOUNG REGULATOR" OR EQUAL. 17. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE START—UP. REPLACE PRIOR TO FINAL ACCEPTANCE BY OWNER. 18. PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS FOR FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. FOR SMOKE DETECTORS NOT VISIBLE, IN CONCEALED SPACES, PROVIDE REMOTE ANNUNCIATION/TEST STATION AS REQUIRED BY AUTHORITY HAVING JURISDICTION, COORDINATE PRIOR TO INSTALLATION. DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM. 19. PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS WITH SERVICE ACCESS DOORS IN ALL DUCTS AND OPENINGS PENETRATING FIRE RATED WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, TENANT SEPARATION, PARTITIONS, FLOOR OR ROOF SLABS AND AT OUTSIDE AIR INTAKES AS REQUIRED. PROVIDE RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING FANS, DIFFUSERS OR GRILLES RATED FOR USE IN THE CEILING ASSEMBLY. PROVIDE LOW —LEAKAGE CLASS DAMPERS FOR ALL SITUATIONS WHERE THE AIRFLOW CFM HAS TO BE CONTROLLED. VERIFY AND REPLACE AS REQUIRED FOR EXISTING SYSTEMS. 20. HVAC CONTRACTOR SHALL PROVIDE A T & B REPORT PER F.B.C. 2017, CH. C408.2.2 (THE T & B REPORT SHALL BE INDEPENDENT FOR SYSTEMS OVER 15 TONS) FOR ALL MECHANICAL EQUIPMENT, AIR DEVICES, DAMPERS, AHU'S AND FANS. THE TEST AND BALANCE REPORT SHALL BE IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLES, RETURN GRILLES AND EXHAUST GRILLES AND THE LEAVING AND ENTERING AIR TEMPERATURE (7) FROM SUPPLY GRILLES AND EVAPORATORS. FOR (EXISTING) SMOKE EVACUATION SYSTEMS HVAC CONTRACTOR SHALL PROVIDE A T & B REPORT PRIOR TO ANY NEW WORK, PROVING THAT THE SMOKE EVACUATION SYSTEM PERFORMS PER ORIGINAL DESIGN DOCUMENTS AND IS COMPLIANT WITH LOCAL CODE REQUIREMENTS. 21. RUN INSULATED FIRE RATED CONDENSATE DRAINS AS REQUIRED. 22. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 23. MECHANICAL EQUIPMENT ON ROOF OR ELEVATED STRUCTURES SHALL COMPLY WITH FBC 2017 PAR. 306.5 IF INSTALLED HIGHER THAN 16 FEET A.F.F. MECHANICAL EQUIPMENT INSTALLED IN ATTICS SHALL MEET THE REQUIREMENTS OF FBC—ENERGY 2017 PAR. C403.2.7.6 IF THE EQUIPMENT CAN NOT BE SERVICED/REMOVED THROUGH REQUIRED OPENING. MECHANICAL EQUIPMENT SHALL BE PROTECTED WITH MECHANICAL BARRIERS IF EXPOSED TO MECH. DAMAGE. ALL EQUIPMENT SHALL BE INSTALLED ON 6" CONCRETE PAD AT GRADE LEVEL . NOTE: AIR HANDLING UNITS ARE NOT ALLOWED IN COMMERCIAL ATTICS. 8FECIAL ALL WIND LOAD AND OTHER COMPLIANCE CALCULATIONS AND/OR INSTALLATION DETAILS FOR ROOF MOUNTED EQUIPMENT AS REQUIRED BY FBC 2017, SEC. 1509, 1522 AND CHAPTER 16, SHALL BE PROVIDED BY STRUCTURAL ENGINEER/ARCHITECT. 24. PROVIDE A MIN. OF 36" CLEARANCE IN FRONT OF ALL 120-208 VOLT PANELS AND MIN. 42" CLEARANCE IN FRONT OF ANY 240-480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 25. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL, FIRE SPRINKLER, AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN DUCTWORK SIZE AND ROUTE WILL BE REQUIRED TO AVOID STRUCTURAL, PLUMBING, FIRE SPRINKLER AND ARCHITECTURAL BUILDING FEATURES. DUCI°WORK CHANGES MAY BE MADE BY CONTRACTOR USING EQUIVALENT SIZED DUCT. CONTACT ENGINEER IF DUCT AREA WILL NOT FIT. 26. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT, IN ORDER TO PROVIDE A FULLY INTEGRATED MECHANICAL AND CONTROLS SYSTEMS WITH THE EXISTING ONES. ANY DISCREPANCY BETWEEN EXISTING CONDITIONS AND PLANS, OR ADDITIONAL CLARIFICATION REQ'D SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO FINAL BIDDING AND WORK. 27. NO COMBUSTIBLE MATERIALS ARE ALLOWED IN RETURN AIR PLENUMS OR ABOVE CEILINGS USED AS RETURN AIR PLENUM. IF SPACE WITH RETURN AIR PLENUM HAS ANY DECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED. WHEN CPVC PIPING IS USED FOR FIRE SPRINKLER SYSTEMS, THE R/A GRILLES LAYOUT SHALL BE (FIELD) COORDINATED WITH SUCH PIPING SO THAT NO PORTION OF THE GRILLES WILL BE DIRECTLY BELOW THE CPVC PIPING. 28. CONDENSATE DRAIN PIPING TO BE AS SPECIFIED PER PLUMBING PLANS, IF NOT SPECIFIED TO BE TYPE "L" COPPER OR PVC WHERE ALLOWED BY CODE WITH 1/2" ARMAFLEX INSULATION. PROVIDE APPROVED WATER LEVEL DETECTOR OR FLOAT SWITCH TO AUTOMATICALLY SHUT DOWN THE AIR COND. UNIT, AS A SECONDARY DRAIN SYSTEM TO COMPLY WITH FMC 2017, SEC. 307 SUPPLY CONDENSATE PUMP WHERE NECESSARY AS IMPOSED BY FIELD CONDITIONS OR INSTALLATION CHANGES AND PIPE TO CONDENSATE DRAIN PER PLUMBING PLANS. 29. MANUFACTURER'S WARRANTY: CONTRACTOR SHALL PROVIDE WARRANTY FOR A PERIOD OF (1) ONE YEAR AFTER BUILDING C.O. FOR ALL MECHANICAL SYSTEMS, DUCTWORK, CONTROLS ACCESSORIES AND ALL OTHER EQUIPMENT, PARTS AND LABOR UNDER THESE DRAWINGS AND AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE WARRANTY FOR COMPRESSORS FOR (5) FIVE YEARS. ANY REPAIRS REQUIRING SYSTEM SHUTDOWN WILL BE DONE DURING NON —OPERATIONAL PERIODS OR AS AGREED WITH OWNER. MECHANICAL SHEET INDEX SF M# DESCFfrnot4 MOA MECHANICAL NOTES, LEGEND & INDEX M2.1 MECHANICAL FLOOR PLAN M2.2 MEZZANINE MECHANICAL PLAN M5.1 MECHANICAL SCHEDULES MECHANICAL LEGEND O CEILING OR INLINE EXHAUST FAN ® SUPPLY AIR CEILING DIFFUSER rI RETURN AIR CEILING GRILLE I 1 STANDARD SINGLE DUCT VVT BOX 1� WALL LOUVER / WALL DIFFUSER. it S (3'0" SERVICE CLEARANCE) LINEAR DIFFUSER O THERMOSTAT �— MANUAL VOLUME CONTROL DAMPER pH HUMIDISTAT MD MOTORIZED DAMPER O REFRIGERANT SENSOR `i FIRE DAMPER SP STATIC PRESSURE SENSOR ► REDUCER OR INCREASER ODD DUCT SMOKE DETECTOR FLEX DUCT AP — ACCESS PANEL EXISTING FLEX DUCT -i - - AD —ACCESS DOOR EXISTING DUCTWORK VCD VOLUME CONTROL DAMPER ®UP SUPPLY & OUTSIDE AIR MOD SECTION (UP) MANUALLY OPERATED DAMPER / e ON SUPPLY &OUTSIDE AIR TTAAGG SUPPLY AIR DIFFUSER OR GRILLE DESIGNATION SECTION (DN) me RETURN//EXHAUST AIR ® UP RETURN OR EXHAUST DUCT c DIFFUSER OR GRILLE DESIGNATION SECTION (UP) / t9 VARIABLE FREQ. DRIVE CONTROL PANEL DN RETURN OR EXHAUST DUCT SECTION (DN) SUPPLY AIR ROUND UP RETURN AIR --Ai DOOR UNDER CUT B' SHOE TAP DAMPER r�o i EQUIPMENT TAG OUTSIDE AIR ROOF TOP UNIT ROOFTOP UNIT RTU— RTU— ROOF TOP UNIT VAV— VARIABLE VOLUME BOX SOLENOID VALVE. EF — EXHAUST FAN RE RELOCATE NOT ALL SYMBOLS MAY APPLY TO THESE PLANS HVAC ABBREVIATION LEGEND AC AIR CONDITIONING MCA MINIMUM CIRCUIT AMPS (FOR WIRE SIZING) AFF ABOVE FINISH FLOOR MOD MANUALLY OPERATED DAMPER BDD BACK DRAFT DAMPER MOCP MAXIMUM OVERCURRENT PROTECTION DEVICE CD CONDENSATE DRAIN NC NOISE CRITERIA COP COEFFICIENT OF PERFORMANCE O/A OUTSIDE AIR DB DRY BULB OBD OPOSITE BLADE DAMPER DIA. DIAMETER PD PRESSURE DROP. E EXISTING TO REMAIN R EXISTING TO BE RELOCATED EER ENERGY EFFICIENCY RATIO R/A RETURN AIR EDH ELECTRIC DUCT HEATER RLA RATED LOAD AMPS. EF EXHAUST FAN SEER STANDARD ENERGY EFFICIENCY RATIO ESP EXTERNAL STATIC PRESSURE TSP TOTAL STATIC PRESSURE F FILTER VD VOLUME CONTROL DAMPER FD FIRE DAMPER VFD VARIABLE FRECUENCY DRIVE FLA FULL LOAD AMPS. WB WET BULB EMS FLOW MEASURING STATION IPLV INTEGRATED PART —LOAD VALUE. NOTE: NOT ALL SYMBOLS MAY APPLY TO THESE PLAN. IssULD FOR PLmT KAMM CONSULTINGPROJECTDUANL MILLAR -0034 �;,.�C- ... A ` , I n- 4ve,,.. Fort PRINCIPAL 6radly L Drown Florida License #58232 Project: PROPOSED MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34946 Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 171h street Vero Desch, EL 32960 Tel 772.794.2929 F,,072.562.8600 w .donndio-,mh.cotn License No. AA0002239 Consultant REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY I?0nrN,. Drawing Title MECHANICAL NOTES Job North Drn: Drawing File: JEL Chd: XREF File: HKC Project No.: Plot File: 2019-13 Sheet No.: Cert. No.: 12,456 Date Signed: M 0.1 r'6pmk Copyright © 2019, Donadio & Associates, Architects, P.A., AO Rights Reserved Project: PROPOSED d I accn•nw arl,e ............. I �. '�� ea w narc am eva ........... YA 0 0 REPAIRS i 100 WASH 6REAK AHIJ- T �--� AREA oa ROO 1oa LI OFFICE M' 1 oz ® O — _ BE11M AA SOR IT t IP- A 70o x �FFICE t50 m1 16 �1 — B SOFFI MEN WOMEN 100 ITT FL00R MEG AMCAL F-'LQN 10 t/e-r-o• NORTH MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34946 Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET b. 1 03/02/20 BLDG DEPT RESPONSES Architect: Consultant: DONADIO & Associates, Architects P.A. 609 I7ch Street Vero Beach, FL 32960 Tel.772.794.2929 Fax]72.562.8600 www.donad'm-mroh.com License No. AA0002238 �e r% ter, G Frr, m1u @kP P('."mitb(lg Department Sc. Luc;e County, FL REVIEWED FOR CODE COMPLIANCE ST. LUCRE COUNTY Drawing Title: tsulli MECHANICAL PLAN IST FLOOR Job North b Drn: Drawing File: ISSUED FOR PERMIT - JEL _ Chd: XREF File: HKC KAMM CONSULTING PROJECT #: 2020-0034 Project No.: Plot File: PROJECT MANAGER: DUANE MILLAR 1408 Orange Av q�� b „ 2019-13 Fort 1>ierce, Fi�pp1q,g5 eij+®" ; Sheet No.: Phone Osa bb own@ka "rr onsq}emg cNoil�i�' • • � '`� Cert. No.: 12,456 Certlficatl of -'03-o rizaflon #8189 •. M2*1 PRINCIPAL ;�03-02�Q05$'lajDate Signed: BrndlyLBrown Florida License 458232 signed ^ • CopYdght © 2019, Donadio & Associates, Amhitects, P.A., All Rights Reserved Project: PROPOSED 1ST FLOOOOI fMIEG`HAN GOAL PLAN NORTH ISSUED FOR PERMIT - KAMM CONSULTING PROJECT O2020-0034 PROJECT MANAGER. DUANE MILLAR MAINTENANC BUILDING FOR A-1 ROOF TRUSSE 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 3, Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 TO 772.794.2929 Fax.772.562.8600 www.dmadio-wrh.com License No. AA0002238 Consultant: Drawing Title: MECHANICAL PLAN 1ST FLOOR Job North b Drn: Drav JEL Chd: XRE HKC Project No.: Plot 2019-13 Sheet No Lullmly"Y' Phone 772.95.1744 Cert. No.: 12,456 bbrown@k m nsultin CertificatiQ—P � @uthoriza oa 9 PRINCIPAL - `01-30� '�" Date Signed: MI. Dradly L Drown Florida License #58232 •1 A, da Yr c� • • Copyright 92019, Oonatlio &Associates, Architects, P.A., All Rights Res �9Ynq¢,,1A9fleenlo}a.fe.p S• PROPOSED ''T WIt" MIAMI INC. Il V ll E Z Z A Y VN E MEu`HAN G`AL PLAN NORTH ISSUED FOR PERMIT _ a5— MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34946 Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET b. 1 03/02/20 BLDG DEPT RESPONSES Architect: DONADIO & Associates, Architects P.A. 609 I7th Sn,et Vero Belch, FL 32960 Tel.772.794.2929 Fax.772.,562,8600 WwW.donadio-mdt.com License No. AA0002238 Consultant: REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY M A� 1 o "020 Pernlitting up_partment fit. Lucre Onun_ ty_ Drawing Title: MECHANICAL PLAN MEZZANINE Job North a Drn: Drawing File: JEL Chd: XREF File: HKC Project No.: Plot File: 2019-13 Sheet No.: Cart. No.: 12,456 Date Signed: M 2.2 Copyright © 2019, Donadio 8 Associates, Architects, PA., All Rights Reserved -.,ewgiM 71- p MIAM INC. WE MIAM INC. e V l l E Z Z A M l l V I MECHA MCAL PLAN tie•-r—o• NORTH Project: PROPOSED MAINTENANCE BUILDING FOR A-1 ROOF TRUSSE 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA Z; Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET Architect: Consultant: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Te1.772.794.2929 Fax.772.562.8600 www.donadio-erch.com Licovse No. AA0002238 REVIEWED FOR CODE COMPLIAVI ST. LUCIE COUNT BOCC \� Drawing Title: MECHANICAL PLAN MEZZANINE Job North Drn: Drawing ISSUED FOR PERMIT - JEL Chd: XREF Fit HKC KAMM CONSULTING PRl1.IECT U: 2020-0034 Project No.: Plot File: PROJECT MANAGER: DUANEMILLAR-'`'!u BYty2019-13 W1408 Orange Avenue Im,$,'°•, Sheet No.: Fort Pierce, Florttla34050 �p ^: Phone 772 595,1744 s� bbrown(��kaltmcoi�1ssulkn tom Cert. No.: 12,456 m Cer[iticatier At �honz i� 68189 . a, PRINCIPAL (>�-30-2020 Date Signed: Bradly L Drown Floritla license#58232 M 292 _ J Copynghl ©2019, Dorado & Associates, Architects, P.A., All Rights Reserved „, Project: FAN SCHEDULE 88.ECTION DATA FAN DATA MOTOR DATA GENERAL DATA WEIGHT OPENING TAG SERVICE AREA MANUF(*) MODEL CONFIG. CFM ESP ("WG) SONES HP RPM DRIVE VOLTAGE (LBS) L"xW " xW xH" L"xW" CONTROL ACCESSORIES EF-1,2 MEN/WOMEN PANISONIC FV-OBWQ1 WALL 70 .2 1.5 21.1 WATT 700 DIRECT 120/1/60 10 1012X7 * LIGHT INTERLOCK 1-4 EF-3 REPAIR GREENHECK E1-16-42 WALL 3000 .2 16.1 83 WATT 1725 DIRECT 120/1/60 24 22X22X12 * SWITCH 1-5 (►) APPROVED EQUAL MANUFACTURER: COOK, TWIN -CITY, ACME, PENN GENERAL FAN NOTES: a. MOTOR STARTERS, DISCONNECTS (IF NOT FACTORY PROVIDED), ALL NORMAL EQUIPMENT POWER, ACCESSORIES NOTES: AND EMERGENCY POWER WIRING BY ELECTRICAL CONTRACTOR. 1. PROVIDE GRILL COLOR PER ARCHITECTURE SPECIFICATIONS. b. ALL CONTINUOUS -DUTY MOTORS SHALL BE PROVIDED WITH OVERLOAD PROTECTION ACCORDING 2. PROVIDE BACK DRAFT DAMPER. LOCATE BACK DRAFT DAMPER AT DISCHARGE. TO NATIONAL ELECTRICAL CODE PAR. 430-32. 3. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH AND INTEGRAL THERMAL OVERLOAD c. FIELD ADJUST OPENINGS WITH STRUCTURE. PROTECTION. COORDINATE WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASE. d. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISE ORDINANCE OR NOT 4. PROVIDE BIRD SCREEN. EXCEED A NOISE LEVEL OF 65 dB AS MEASURED RADIALLY 30 FT. FROM THE EQUIPMENT IN 5. PROVIDE WITH WEATHERHOOD ALL DIRECTIONS. e. COORDINATE WITH ELECTRICAL CONTRACTOR AND MANUFACTURER BEFORE BIDDING OR ORDERING ANY EQUIPMENT. CONTRACTOR TO PROVIDE NECESSARY STEPDOWN AND/OR MULTI -VOLTAGE TRANSFORMERS. f. SEE PROJECT PLANS AND SPECIFICATIONS FOR OTHER FIELD SUPPLIED ITEMS AND ADDITIONAL INFORMATION. g. ALL FANS ON ROOF SHALL BE PAINTED AS PER ARCHITECTURAL SPECIFICATIONS. h. ALL EQUIPMENT SHALL COMPLY WITH WIND LOAD REQUIREMENTS SET BY LOCAL CODES, ORDINANCES, OR AUTHORITIES. WIND LOAD RATING MAY BE REQUIRED; CONTRACTOR TO PROVIDE NOA RATING IF REQUIRED. U4 dk Yi -�,.-. ,,,."m"' b°•, .>. dry ° AIR CONDITIONING SPLIT SYSTEM EQUIPMENT SCHEDULE CONDENSM UNIT CU TAG MANUFACTURER & MODEL I NOMINAL TONNAGE CAP. STAGES (S)EER/IPLV REFRIG./LBS UQ./SUCT. LINES NO. FANS I FAN FLA(EA) I NO. COMP. OMPALA(EA) VOLTAGE/PH MCA/MOCP WEIGHT (LBS) L x W x H (IN) NOTES CU-1 CARRIER/24ABC63OA003 1 2.5 1 1 1 16 R410A/- 3/8:3/4 1 1 1 0.75 1 1 1 12.8 1 208/1/60 16.8/25.0 153 32X32X33 1-8 AIR HANCILM UNfT AHU TAG MANUFACTURER & MODEL I TOTAL MBH NSIBLE Ml TOTAL CFM I O/A CFM ESP.("W.G.) ENT. DB/WB LEAV. DB/W8 ROWS/FP FAN HP/FLA HEATER KIN I VOLTAGE/PH MCA/MOCP WEIGHT (LBS) L x W x H (IN) NOTES AHU-1 CARRIER/FV4CNF003T00 1 28.3 1 20.6 1 1000 1 100 - 100 1 0.4 80/67 - - D.50/4.30 1 5 1 208/1 31.2/35.0 150 22X23X54 1-8 NOTES 1. UNITS RATED PER ARI 210, 240 AND 270, APPROVED EQUAL: TRANE, YORK, LENOX, ETC. 2. PROVIDE WITH ELECTRIC EXPANSION VALVES, LIQUID LINE FILTER DRYER AND MULTI -USE SERVICE VALVES 3. PROVIDE COMPRESSOR WITH CRANKCASE HEATER AND MIN. 5-YEAR WARRANTY 4. PROVIDE HIGH AND LOW PRESSURE CONTROL AND OVER TEMPERATURE PROTECTION. 5. PROVIDE WEATHERPROOF ELECTRIC CONTROLS AND SINGLE SIDE SERVICE ACCESS 6. PROVIDE DISCONNECT BY ELECTRICAL CONTRACTOR FOR C.U., COORDINATE PRIOR TO PURCHASING COORDINATION NOTE: 7. PROVIDE REFRIGERANT LINES SIZE AS RECOMMENDED BY MANUFACTURER, NOT TO EXCEED 50 FT. EQUIV. LENGTH FOR LONGER RUNS COORDINATE WITH MANUFACTURER PRIOR TO PURCHASE OR ANY WORK. MECHANICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS S. CONTRACTOR TO COORDINATE WITH ELECTRICAL TO INSURE THAT THE CONDENSING UNIT AND RACK ARE TIED TC THE AND ACCESSORIES WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASING AND LIGHTNING PROTECTION SYSTEM ON THE ROOF. INSTALLATION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF ENGINEER OUTSIDE AIR CALCULATIONS (PER TABLE 403.3, FLORIDA BUILDING CODE 6TH EDITION (2017) MECHANICAL DEFAULT VALUES COMBINED OUTDOOR SERVED NET AREA OUTDOOR AIR RATE (RA) AL NO.AIRAIR PEOPLE OUTDOOR RATE (RP) TOTAL ND. OF PEOPLE FROM AIR RATE TOTAL CFM TOTAL CFM NOTES CFM/PERSON OREUNIT AREA SQ.FT. CFM/FT"2 OF CFM/PERSON OOOFT"2S. AR. DEFAULT VALUES O/A REQUIRED O/A PROVIDED AHU-1 OFFICES 748 0.06 16 5 - 45+80 125 125 SEE NOTES TOTAL 748 - - - - - - 125 125 - NOTES: 1. CALCULATIONS ARE BASED ON ESTIMATED MAX. OCUPPANCY RATES PER ARCHITECTURAL PLANS AND TABLE 403.3 FLORIDA BUILDING CODE 6TH EDITION (2017) MECHANICAL. 2. FOR OFFICE AND OTHER SIMILAR AREAS CALCULATIONS ARE BASED ON CONTINUOUS OCCUPANCY. a ® SUPPLY AIR GRILLE SCHEDULE i TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NC CFM RAN31E NOTES * I A TITUS/ 300FL 12X8 SEE SCH. ALUM. NOTE #3 WHITE - 4-WAY MAX. 30 SEE SCF. B TTTLIS/ TDCA-AA 12X12 SEE SCH. ALUM. NOTE #3 WHITE - 4-WAY MAX. 30 SEE SCF. (*) EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR 1. PROVIDE SPIN -IN COLLAR AT TRUNK TO FLEX DUCT CONNECTION. 2. PROVIDE TYPICAL 4-WAY DIFFUSION, 2-WAY OR 3-WAY ONLY WHERE INDICATED ON PLAN 3. REFER TO ARCHITECT PLANS FOR CEILING TYPE. 4. CONTRACTOR TO COORDINATE FINAL SELECTION WITH ARCHITECT AND OWNER CONTRACTOR SHALL VERIFY WITH ARCHITECT AND TENANT/OWNER, PRIOR TO ANY PURCHASING OR INSTALLATION, IF A BUILDING STANDARD HAS TO BE FOLLOWED REGARDING A SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING ANY DISCREPANCY TO THE ATTENTION OF ENGINEER. FLEX 8CF�AE-� 60" 50-125 CFM 80" 130-200 CFM I 1p0^ 205-330 335-450 CFM i CFM I 120" 140" 455-600 CFM 1F0" 605-700 CFM ® RETURN AIR GRILLE SCHEDULE TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NC CFM RANGE NOTES AA TITUS/35ORL 12XB SEE SCH. ALUM. NOTE #1 WHITE - - MAX. 30 SEE SCH. BB TTTUS/35ORL 24X10 SEE SCH. ALUM. NOTE #1 WHITE - - MAX. 30 SEE SCH. (*) EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR 001EIRAL pp 1. REFER TO ARCHITECT PLANS FOR CEILING TYPE. 2, CONTRACTOR TO COORDINATE FINAL SELECTION WITH ARCHITECT AND OWNER. CONTRACTOR SHALL VERIFY WITH ARCHITECT AND TENANT OR OWNER, PRIOR TO ANY PURCHASING OR INSTALLATION, IF A BUILDING STANDARD HAS TO BE FOLLOWED REGARDING A SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING ANY DISCREPANCY TO THE ATTENTION OF ENGINEER. NECK 8E CFM RANGE NECK 8RE CFM RANGE 6X6 0-150 CFM 15X15 0-900 CFM 8X8 0-250 CFM 18X18 0-1350 CFM 1C1X10 0-400 CFM 22Y22 0-2000 CFM 12X12 0-600 CFM Ie\ LOCKING QUADRANT GALV. STEEL ROD OR TO BE EXPOSED STRAP SUPPORTS PER SMACNA STANDARDS FLEXIBLE DUCT WITH SIDE TAKE -OFF FITTING INSULATION & WITH DAMPER, BELL MOUTH VAPOR BARRIER OR SHOETAP TYPE (SEE NO MAIN SUPPLY AIR TIE TO DUCT, SEE PLANS FOR STRUCTURAL TYPE AND INSULATION SUPPORTS --------- - -- _ 2" WIDE METAL BAND SUPPORT L-- 1-1/2" X 1-1/2" X 1/8" GALV. SQUARE TO ANGLE OR STRAP PER SMACNA ROUND CONNECT INNER DUCT WITH DRAWBAND ADAPTER AND SEAL WITH TAPE/MASTIC OUTERDUCT AT NECK CONNECTION PROVIDE THERMAL INSULATION BLANKET IF INSTALLED IN UNCONDITIONED SPACE SUSPENDED TYPE LOUVERED FACE CEILING DIFFUSER CEILING SYSTEM WITH 2' X 2' LAY -IN ALUM. PANEL NOTE: PROVIDE CABLE CONTROL DAMPER FOR HARD CEILING AREAS. EXISTING EXHAUST AIR CALCULATIONS AREA SERVED UNIT TAG HEIGHT (FT) TOTAL AREA VENTILATION RATE TOTAL CFM TOTAL CFM SQ.FT. CFM/W.C. OR SQ.FT. EXH. REQ. EXH. PROVIDED MEN BATHROOM EF-1 - - 70.0 CFM/W.C. 70 70 WOMEN BATHROOM EF-2 - - 70.0 CFM/W.C. 70 70 REPAIR AREA EF-3 - 4000 0.75 CFM/SQ.FT. 3000 3000 TOTAL 3140 3140 v 1. CALCULATIONS ARE BASED ON LOCAL CODE REQUIREMENTS, FLORIDA BUI4NG CODE 2017 (TABLE 403.3) AND ASHRAE 62-1. „ SEE M6.1 FOR TYPE --- a --- RETURN AND EXHAUST DUCT MOUNTED GRILLE DETAIL NOT TO SCALE CO TURNING IMPER HANG ALL DUCT PER SMACNA STANDARDS TURNING V CHANNEL z V.D. iv V.D. V.D. V.D. 3 3 BRANCH 1/4 W BRANCH DUCT (4" MIN.) DUCT I i DIVIDED FLOW DIVIDED FLOW BRANCHES BRANCHES V.D. AIR FLOW -s 1/4 W 3 (4" MIN.) W V.D. (Wl MIN.) BRANCH V.D. 21 DUCT THROAT SQUARE THROAT RADIUS _..- ELBOW OPTIONAL STANDARD 45' RECTANGULAR BOOT CONNECTION (2t 25% FLOW IN BRANCH) (5 25% FLOW IN BRANCH) LaRANCH TAKE -OFF AND DIVIDED FLOW NOT TO SCALE miami tech Inc. 0 UNDERWRITERS LABORATORIES INC. 555C CLASSIFIED O L PRIMARY FIRE DAMPER FILE NO. R10967 PRODUCT SPECIFICATIONS PAGE 1 OF 1 THE CITY OF NEW YORK 909-89-SM CALIFORNIA STATE FIRE MARSHALL 3225-1382:100 PARTS: 1. BLADES (22 GAUGE ASTM A-653 HOT -DIPPED GALVANIZED STEEL SHEET) 2. UL LISTED FUSIBLE LINK 11/2 (165'F STANDARO, 212-F OPTIONAL) + 3/4' 3. FRAME (22 GAUGE ASTM A-653 HOT -DIPPED GALVANIZED STEEL SHEET) T 4. CERAMIC THERMAL BLANKET Z 1/ (REQUIRED ON DAMPERS 70 SO. IN. AND ABOVE, NON -ASBESTOS) 5. SPRING (TEMPERED STAINLESS STEEL) FEATURES: ILL FIRE RATED FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES REQUIRE SPECIFICALLY TESTED AND CLASSIFIED CEILING DAMPERS (ALSO KNOWN AS CEILING FIRE DAMPERS OR HEAT RADIATION DAMPERS) TO PROVIDE PROPER PROTECTION WHERE HVAC COMPONENTS PENETRATE THE CEILING MEMBRANE. STANDARD PRIMARY FIRE DAMPERS (1 1/2 AND 3 HOUR) DO NOT PROVIDE THE NECESSARY FIRE AND HEAT PROTECTION. ILL CLASSIFIED MODEL 615 CEILING DAMPER MAY BE SUBSTITUTE FOR EACH 113 SO. IN. OR LARGER STEEL DUCT OUTLET PROTECTED WITH A HINGED SHEET METAL DAMPER IN ANY FLOOR/CEILING OR ROOF/CEILING DESIGN WITH A RESTRAINED OR UNRESTRAINED ASSEMBLY RATING OF 3 HOURS OR LESS. THERMAL BARRIER SUPPLIED ON UNITS LARGER THAN 70 SQ. IN. SMALLER SIZES 00 NOT REQUIRE A THERMAL BARRIER ON THE BLADES. 4/4 SINGLE BUTTERFLY . 4" X 4" MINIMUM / 18" X 18' MAXIMUM DOUBLE BUTTERFLY 20" X 20" MINIMUM / 24" X 24" MAXIMUM a OPTIONS: CUSTOM SIZES AVAILABLE JOB NAME: LOCATION: ARCHITECT: ENGINEER: CONTRACTOR: CONTACT MIAMI TECH INC. FOR ADDITIONAL INFORMATION OR WITH SPECIAL REQUIREMENTS. 3611 NW 74TH ST MIAMI, FL 33147 PHONE: 305-693-7054 FAX: 305-693-6152 WEB: WWW.MIAMITECH.COM EMAIL: SALESOMIAMITECH.COM I 615 SQUARE AND RECTANGULAR CEILING FIRE DAMPER PRODUCT SPECIFICATIONS H: HEIGHT W: WIDTH o / /4�4 DDGt1I4Tf♦ miami tech Inc. AF �� 11/12/07 NOT TO SCAq77 IG "�'11/12/07 `�6' 1 ISSUED FOR PERMIT KAMM CONSULTING PRO EC'T 0- 2020-0034 PROJECTMANAGER: DUANE MILLAR 1408 Orange JkAm Fort Pierce Phone 772 ConeY bbrown@1m Certificati� PRINCIPAL Bradly L Brown Florida license N58232 PROPOSED MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 349,e Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET b. 1 03/02/20 BLDG DEPT RESPONSE: c. 2 04/01/20 BLDG DEPT RESPONSE 1, , Architect: DONADIO & Associates, Architects P.A. 609 1701 sweet Vrro 11,a,h, R, 32960 re1.772794.2929 Fa%.772.562.8HJ0 www.damalio-arch.com License No. AA0002238 Consultant 0009 AlNnoO momus 30NV11dW00 3a00 d0:1 43M31A3» Drawing Title: MECHANICAL SCHEDULES Job North a Drn: Drawing File JEL Chd: XREF File: HKC VANE �raf. Project No,: Plot File: 2019-13 RIDSheet No.: °° e q Cert. No.: 12,456 zzat #8189 o ° M 6 1 ar F Date Signed: ';Taff Copyright m 2019, Donatlio &Associates, Architects, P.A., All Rights Reservetl V`