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Home My WebLink About2022 05 23 Consent 302 - Flamingo Restroom for Torcaso Cove.CONSENT AGENDA ITEM 302 CITY COMMISSION AGENDA | MAY 23, 2022 REGULAR MEETING TITLE Flamingo Restroom for Torcaso Cove. SUMMARY The City purchased additional property on Flamingo Ave to provide for contiguous park property, and to expand Torcaso Cove. With the addition of the Flamingo property at Torcaso Cove Park, and the expansion of the park, there is a need to provide additional restroom facilities at the park. When the property was purchased, the home on the property was evaluated to determine if converting it to a public restroom was a possibility. After inspection by the Architect and Structural Engineer, the Structural Engineer recommended that the home be demolished due to a faulty foundation and cracks in the walls extending into the roof. The home was demolished and the property cleared. The Architect designed a new restroom to place on this property about 600 square feet having a Men's and Women's restroom along with a utility room. It is staff's intention to build the facility in house utilizing contractors as needed. The Cost of the Restrooms is estimated to be $159,779. A 10% contingency fee is recommended for any increases in scope or pricing. Total costs for the project is $175,757. Funding for the project will come from Perk up Parks. RECOMMENDATION Staff recommends Commission approve funding for the Flamingo Restroom at Torcaso Cove Park. Total funding requested is $175,757. Additionally, Staff recommends authorizing the City Manager and City Attorney to prepare and execute any and all documents consistent with this agenda item. 28 CITY OF WINTER SPRINGS TORCASO RESTROOM COST ESTIMATE 4/27/2022 ITEM ESTIMATED COST Architect 2,450 Electrical Engineer 1,625 Mechanical Engineer 300 Truss Engineer 1,500 Construction Fence 5,000 Dumpster for removal of debris 1,000 New Roof (Metal - Blue to match Pavilion)10,000 Truss Lumber 4,980 Landscaping / SOD 5,000 Block Mason Contractor 28,500 Faux Rock 4 sides 2,000 stucco exterior 3,500 Doors and Windows 7,500 Partitions for both bathrooms 5,000 Rebar (600 feet)( 30 20Ft pieces) 20.78 1,500 Wire Mesh 1,800 Plumbing Contractor 26,700 Toilet's (5)650 Sinks (4)275 Urinals (1)228 Paint for walls 2,000 Paint for Floors 1,500 Paint for Outside of Restrooms 1,500 Light Fixtures (Inside and Out)1,500 Electrical Contractor 30,771 Concrete 8,000 Home Depot Blanket (for misc items, Nails, Screws)1,000 Lowes Blanket ( for misc items, Nails, Screws)1,000 Fergusson Blanket (Misc Plumbing items)1,000 Misc 2000 TOTAL 159,779 10% Contingency 15,978 TOTAL PROJECT 175,757 29 1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 0003325FREESTANDING RESTROOMSDesigned by:A.B. Design Group120 FLAMINGO AVE.WINTER SPRINGS, FL. 32708TORCASO PARK RESTROOMS(104 N. MOSS RD. WINTER SPRINGS FL. 32703)30 1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 00033251. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC) 7th EDITION,(2020).AND IN CONJUNCTION WITH ASCE 7-16. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESEDOCUMENTS ARE UNDER FBC 7TH EDITION (2020) UNO.2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT-RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 16, SECTION 1609.1.2.3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES,SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVILDRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINALFINISH GRADES, PLANTING AND IRRIGATION.3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THEARCHITECT.4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ½ THE HORIZONTALDISTANCE FROM THE NEAREST EDGE OF THE FOOTING.5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8"LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THEBUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOPDRAWING.12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTIONLABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THEAPPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THEBUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OFAGRICULTURE AND CONSUMER SERVICES."1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION : I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS-LINKED POLYETHYLENE) WITH F1960 FITTINGS.3. CONDENSATION LINES SHALL BE MINIMUM ¾" PVC (SCHEDULE 40), INSULATED WITH ½" AMAFLEX.4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2.8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903.9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2.1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FORTHE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLER301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 78" THICK, OVER FRAMED WALLSAPPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESSTHAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITHASTM-C926 & ASTM-C1063-12a.3. LATH & ACCESORIES PER ASTM-C-1063-11A , FBC CHAPTER 14 & FBC CHAPTER 25, SECTION 2510. ALL STUCCO APPLICATIONDETAILS, INCLUDING BUT NOT LIMITED TO:-- ALL STUCCO CONTROL JOINTS -- KICK-OUT DETAILS-- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS-- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS-- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS-- CASING BEAD DETAILS -- DRIP EDGE DETAILS-- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS-- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS-- WINDOW FLASHING DETAILSSHALL BE INSTALLED PER ASTM-C1063 - 11A, FBC CHAPTER 14 & FBC CHAPTER 25, SECTION 2510CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE A PART OF AB DESIGN GROUP'SSERVICES FOR THIS PROJECT.IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEWOF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILLBE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, ANDFOR CONSTRUCTION OBSERVATION.1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER31 #103JANITOR ROOM102MEN'S ROOMWOMEN'S ROOM101***6'-8" 1 3/4"6'-8"1 3/4"6'-8"1 3/4"A / A1D1***2"A / A1D13'-0"***2" METALA / A1D13'-0"***2" METAL3'-0"LHR METALRHRLHRSELF-CLOSING, LOUVERED VENT***LOUVERED VENTSELF-CLOSING, LOUVERED VENT******MARKMATNOTESD1METALDOOR TYPEEXTERIOR, SOLID CORE, PAINTED, PRE-HUNGFINISHPAINTED1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 000332532 1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 000332533 3D11441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 000332534 1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 000332535 ”””1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 000332536 2131.INSTALLATION SHALLCOMPLY WITH 2017 NEC.NOTESEMPTY 2" UNDERGROUNDCONDUIT FOR UTILITY FEEDTO NEW METER BASE.1ONE (1) 1-1/2"UNDERGROUNDCONDUIT FOR NEW FEEDFROM METER CAN TO NEWMAIN CIRCUIT BREAKERPANEL.2CONDUITS FROM NEWHOUSE PANEL TO VARIOUSCIRCUITS. WIRE ANDCONDUIT SIZE BASED ONNEC REQUIREMENTS.3WALL MOUNTED EMERGENCY LIGHT WITHBATTERY BACK-UP.CEILING MOUNTED EXIT SIGN.THREE-WAY SWITCH FOR LOCAL CIRCUIT.JUNCTION BOX FOR CEILING MOUNTED LIGHT.EXHAUST FAN. FAN PROVIDED BY OTHERS.ELECTRICAL WIRING ACCOMPLISHED BYELECTRICAL CONTRACTOR.DUPLEX RECEPTACLE.GROUND FAULT CIRCUIT INTERUPTER (GFCI).SINGLE POLE SWITCH FOR LOCAL CIRCUIT.ELECTRIC TIME CLOCK.EXTERIOR WALL MOUNTED WALL PACK.METER CANPHOTOCELL TO BE TIED IN WITH TIME CLOCK.DISCONNECT FOR LOCAL ELECTRICALEQUIPMENT SIZED TO CIRCUIT AMP RATING OFEQUIPMENT.1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 000332537 1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 000332538 FMC-12X18FMC-12X18FMC-12X18FMC-12X18FMC-12X18FMC-12X18FMC-12X18FMC-12X1812211312'-4"32'-8"17'-4"17'-4"1'-4"3'-0"10'-4"3'-0"10'-8"3'-0"1'-4"32'-8"-1 1/2"FMC-12X18EXTENDSLAB 1 1/2"EXTENDSLAB 1 1/2"8'-0"12'-4"-1 1/2"EXTENDSLAB 1 1/2"-1 1/2"3 1/2"6x6 W1.4xW1.4 OVER6 MIL VAPORBARRIERCOMPACTED FILLGENERALSLAB SCHEDULEREINF.THICKNESSREMARKSSLAB2,0001. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FORCOMPACTING REQUIREMENTS.2. TOP OF FINISHED SLAB SHALL BE +-0'-0".3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONEDOTHERWISE.4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD.5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEANTERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS ASESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMERSERVICES.6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:PROVIDE 1/2" FELT PAPER AT THE JOINT.7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURALDRAWINGS.8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THEWINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGSAND WITH THE MANUFACTURES SPECIFICATIONS.10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.11. INDICATES #5 BAR, INDICATES #6 BAR, INDICATES #7 BAR VERTICALREINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BEHOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90°HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS.12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 =30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS.13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEELREINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLESOIL BEARING CAPACITY OF PSF. TRANSFER REINFORCING (TOP STEEL) HASBEEN DELETED UNLESS NOTED OTHERWISE.14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESSOTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:A) IN ALL WALL INTERSECTIONSB) CHANGES IN ELEVATIONC) EACH SIDE OF ALL OPENINGSD) ALL CORNERS15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODEREQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTIONSHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S"MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND.16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 13 OF SLAB SUPPORTED3'-0" O/C MAX. SEE PLAN FOR WWM SIZE.1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDINGCODE, RESIDENTIAL, 7th EDITIONFMC 12x1816"CONTINUOUS18"_(2) #5's #5 IN CURB VARIESFOOTING SCHEDULEMARKWIDTH LENGTHBOTTOM REINF.T.O.F.THICKNESSTOP REINF.LONGSHORTPROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY.1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 0003325SCALE: 1/4" = 1'-0"39 SEE SLAB SCHEDULE FOR FORSLAB REINFORCEMENTREQUIREMENTSSEE SCHEDULEFOR WxD, BAR SIZEAND BAR QUANTITYSTEEL REINFORCING IN GROUTEDCELL SEE PLAN FOR SIZE ANDSPACING REQUIREMENTSVARIES+- 0'-0"TOP OF SLAB(-) VARIESTOP OF RECESSEDSLAB/ GARAGE(1) #5 BAR IN TOPOF CONC. CURBSEE SLAB SCHEDULE48 BAR DIA. MIN.SPLICE (TYP.)12" MIN.8" CMU WALLVARRIESSEE SCHEDULEFOR WxD, BAR SIZEAND BAR QUANTITYEQ.EQ.SEE SLAB SCHEDULESTEEL REINFORCING IN GROUTEDCELL SEE PLAN FOR SIZE ANDSPACING REQUIREMENTS8" CMU WALL48 BAR DIA. MIN.SPLICE (TYP.)30"MIN. EACH WAYMONOLITHIC FOOTINGFMCORNER BARS, SAME SIZE AS LARGER BARIN FOUNDATION WITH 30" LEG EACHWAY AT ALL CHANGES IN DIRECTIONSSO THAT THE STEEL REINF. IS CONTINUOUSMATCH AMOUNT OF CONTINUOUS BARSFMCONTINUOUS STEEL MONOLITHICFOOTING REINFORCEMENT SEE SCHEDULEWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVINGDIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEASTNUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO1231441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 0003325SCALE: 3/4"=1'-0"EXTERIOR MONO-FOOTING @ CURBSCALE: 3/4"=1'-0"INTERIOR CURB FOUNDATION CMU WALLSCALE: 3/4"=1'-0"MONOLITHIC FOUNDATIONCORNER BARS DETAILS40 8RF30-1T/0M/0B4'-6"8F16-1T/0M/0B4'-6"8RF30-1T/0M/0B4'-6"UNO, PROVIDE BB1WHERE ROOF TRUSSESBEAR, TOP OF WALL, EL.9'-4", UNOUNO, PROVIDE BB1WHERE ROOF TRUSSESBEAR, TOP OF WALL, EL.9'-4", UNO118RF30-1T/0M/0B9'-4"2SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELSSAFE LOAD - POUNDS PER LINEAR FOOTLENGTHTYPESAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELSSAFE LOAD - POUNDS PER LINEAR FOOTTYPELENGTH8" PRECAST & PRESTRESSED U-LINTELSSAFE LOADLENGTHTYPEPLFSAFE LATERAL LOADS FOR(#) THE NUMBERS IN PARENTHESIS ARE PERCENTREDUCTIONS FOR GRADE 40 FIELD ADDED REBAR.(#) THE NUMBERS IN PARENTHESIS ARE PERCENTREDUCTIONS FOR GRADE 40 FIELD ADDED REBAR.BB13000MASONRY 8x8N/A(1) #5GROUTED SOLIDBTM.BEAM SCHEDULEMARKDESCRIPTIONREMARKSREINFORCEMENTTOP MIDSTIRRUPSSIZE SPACINGf'c(psi)SIZEW'xH'INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLABABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT3'-8"11'-8"15'-8"4'-8"8'-8"11'-4"14'-4"21'-4"25'-4"28'-0"4'-4"8'-4"11'-4"21'-4"25'-4"29'-4"18'-0"7'-8"3'-8"11'-8"15'-8"7'-8"3'-8"11'-8"15'-8"7'-8"1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 0003325SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"41 30" TYPICAL#5 BAR IN BOND BEAM#5 CORNER BAR W/ 30" LAP FOR EACHCOURSE OF BOND BEAMREINFORCING OF BOND BEAMCORNERSCALE: 3/4"=1'-0"VERTICAL REBAR W/ 10" HOOKNOTES TO THE INSPECTOR/CONTRACTOR1. PLACE LINTEL ACROSS TOP OF OPENING.2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGHEIGHT.4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUNDSTRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LASTTWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE.5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOMCOURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEELREINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THETOP OF THE LINTEL.6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.SCALE: 3/4"=1'-0"BEAM DESIGNATIONMASONRY4"ABS. MIN.8" PREFEREDWIDTH OF OPENING4"ABS. MIN.8" PREFEREDWIDTH - 2"OVERALL LENGTH OF LINTELPLACE STEELREINFORCING (L2)AS DEPICTED HEREIN.8F16-1T/1M/0BNOMINALWIDTHF = FILLED W/ GROUTU = UNFILLEDNOMINALHEIGHT# OF #5'S, TOPBOND BEAM COURSE# OF #5'S, IN 2ND BONDBEAM COURSE# OF #5'S, BOTTOMPLACED IN LINTELIT IS THIS ENGINEER'S INTENTTHAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAMAND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAMIT IS THIS ENGINEER'S INTENTAND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLEDLINTELAND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTELTOP OFBOND BEAMTOPOF OPENING8x8 BOND BEAMW/ (1) #5 BARGROUT SOLID FROMLINTEL TO TOP OF BONDBEAM, IF FILLED LINTEL.8x8 PRE-CAST CONCRETELINTEL W/ (1) #5 BAR (L2)LENGTH OF BAR = WIDTH OFOPENING - 2"OR8x8 PRE-CAST CONCRETELINTEL, W/O STEEL (L1) REFERTO PLAN FOR LOCATIONS8"16"1#58"8"1#51#5TYP. 8"x8"BOND BEAMTYP. 8"x16"BOND BEAM.TOP OFBOND BEAM8x16 DBL. BONDBEAM W/ (1) #5 BAREACH COURSESEE NOTE 5TOPOF OPENING1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 00033251242 DOWNSPOUTDOWNSPOUTRIDGELOW PROFILEROOF VENTSLOW PROFILEROOF VENTSSCALE: 1/8 = 1'-0" 2x10 RAFTERS @ 24" O.C.8"2X4 PURLIN & STRONG BACK32'-8"2x12 RIDGE(3) 2X4 JACK(3) 2X4 JACK(3) 2X4 JACK2X4 PURLIN & STRONG BACK32'-8"1S32S3.1A4S3.1ATYP.TYP.2x10 BLK'G 1st 2BAYS @ 24" O.C. @ROOF3S3.1ADOWNSPOUTDOWNSPOUTSCALE: 1/8 = 1'-0" (3) 2x12SECURE 2x10 CLG.JST TO (3) 2x12W/SIMPSON HUS282x8 CLG. JST. @ 24" O.C.8"22"x36"ATTICACCESS1S31S3.1A2S3.1A2x8 BLK 1st 2 BAYS@ 24" O.C. @ CLG2x8BLK'G 1st 2 BAYS@ 24" O.C. @ CLG.(2) META-16WOOD FRAMING NOTES:1. ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALLBE #2 PRESSURE TREATED SOUTHERN YELLOW PINE (SYP).2. SECURE MULTI-PLY POSTS TOGETHER W/ 10d @ 12" O.C., STAGGERED.3. REFER TO PLAN NOTES AND DETAILS FOR CONNECTION OF RAFTERS TORIDGES, HIPS, AND VALLEYS. AT BEARING WALL LOCATIONS, SEE DETAILSFOR CONNECTION TO PLATES AND CEILING JOISTS.4. ARRANGE CEILING JOISTS AS SHOWN ON PLAN. WHERE A LAP IS REQUIRED,LAP SHALL OCCUR ONLY OVER A BEARING WALL OR BEAM. PROVIDEFASTENERS AT LAP PER DETAILS. ALL CEILING JOISTS SHALL BE SECURED TOBEARING WALL, BEAM, AND RAFTER PER THE SPECIFIED DETAILS. SEE PLANSFOR HANGER REQUIREMENTS.5. ALL WOOD HEADERS SHALL HAVE AT LEAST (1) JACK STUD AND (1) KINGSTUD AT EACH BEARING END, UNLESS OTHERWISE NOTED ON PLAN.6. WOOD STUD WALL DOUBLE TOP PLATES SHALL BE LAPPED 4'-0" MIN. ANDHAVE (8) 16d NAILS WITHIN LAP LENGTH.7. ALL RAFTERS, HIPS, AND VALLEYS SHALL BE CONTINUOUS UNLESSOTHERWISE, SPECIFICALLY INDICATED ON PLAN.8. CONTRACTOR SHALL PROVIDE TEMPORARY WALL AND ROOF SHORINGDURING CONSTRUCTION AS REQUIRED (BY OTHERS).9. ALL PLATES SUPPORTING ROOF OVERFRAMING RAFTERS SHALL BE AT LEASTONE SIZE LARGER AND SECURED TO EACH MAIN RAFTER BELOW W/ (3) 16dNAILS OR (3) 8g x 3-1/4" LONG WOOD SCREWS.10. ALL 2x HEADERS, BEAMS, JOISTS, RAFTERS, AND CEILING JOISTS SHALL BE #2SOUTHERN YELLOW PINE. 2x4 STUDS & PLATES SHALL BE SYP #2. 2x6 STUDWALLS MAY BE STUD GRADE LUMBER. CONTRACTOR SHALL REJECT TWISTED,WARPED, OR EXCESSIVELY KNOTTED LUMBER.11. SEE ARCHITECTURAL PLANS FOR DIMENSIONS.(2) 2x4BRG. WALLBRG. WALL ABV(3) 2x4(3) 2x6JACK POSTASSEMBLIESSECURE EA. PURLIN TO CLG. JOISTW/ SIMPSON H2.5 CLIP2X4 PURLIN @ EA.RAFTER/CLG. JST.FASTEN PURLIN TORAFTER W/(3) 10d NAILS2x10 RAFTER. 24" O.C. MAX.2X12 RIDGE, SECURE RAFTERS TORIDGE W/(5) 12d TOENAILS (3) ONESIDE, AND (2) ON THE OTHER2X6 CONT. VERT. STRONGBACK FOR THELENGTH OF THE WALL(4'-6" MIN. LONG)W/(2) 10d FACE NAILS INTO EA. STUD& 10dTOE NAILS 6" O.C. INTO PLATE2X4 CONT. BTM. PL. ALIGNED AS SHOWNW/(2) 10d NAILS @ EA. CLG. JOIST2x10 RAFTER 24" O.C. MAX.124(3) 2X4 POST, SECURE TO 2X12 RIDGEW/SIMPSON MTS-12, SECURE TO 2X12BM BELOW W/SIMPSON MTS-12(3) 2X12 BEAM, SECURE TOBLK W/(2) META-162X8 JOIST @ 24"O.C. MAX.2X8 JOIST @ 24"O.C. MAX.SECURE EA. 2X8 JST TO (3)2X12 BM W/SIMPSON HUS282X4 PURLIN @ EA.RAFTER/CLG. JST.FASTEN PURLIN TORAFTER W/(3) 10d NAILSSECURE RAFTERS TO BLKW/SIMPSON META-16, SECURECLG JOIST TO RAFTER W/(6) 10dNAILS. PROVIDE VAPOR BARRIERBETWEEN BLK & FRAMINGMEMBERS1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 000332543 SCALE: 3/4"=1'-0"MISPLACED EMBEDDED TRUSS ANCHORREPAIR OF MULTIPLETITEN 2 ANCHORS MIN.2" COVER & 2" APARTCONTINUOUS BOND BEAMPRE-ENG TRUSS# 1100 UPLIFT SIMPSONHTSM20 W/10 10d TOTRUSS AND (4) 1/4" x 2 1/4"TITEN 2 ANCHORS TOCONT POURED LINTEL# 1900 UPLIFT (2) SIMPSONHTSM20 INSTALLED ONOPPOSITE FACES OFBLOCK WALL W/10 10d TOTRUSS AND (4) 1/4" x 2 1/4"TITEN 2 ANCHORS TOCONT POURED LINTEL1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 0003325544 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS ANDARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULTARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWNON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITIONACI 318-14, BUILDING CODE REQUIREMENTSFOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OFCOLD-FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONSALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL ANDSHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THEDRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHTTO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PARTOF THE WORK.THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDINGIS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES ANDSEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTSDURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,TEMPORARY BRACING, GUYS OR TIE-DOWNS.THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATIONREQUIREMENTS AND SLAB-ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIORTO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-concurrent10 psf BTM CHORD -non-concurrent DEAD LOAD DEAD LOAD15 psf TOP CHORD 20 psf TOP CHORD(7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE)10 psf BTM CHORD 5 psf BTM CHORDDEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psfWIND: DEAD LOAD SPEED = 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE , RISK CATEGORY II)LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITEDSTORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR)AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN-FILL COMPONENTS: 50psf, PASSENGERVEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS:40psfSHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENTOF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFYCOMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT.DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORMOF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON-TRACT DOCUMENTS) ARE PROHIBITEDWITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACTDOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED INWRITING BY THE ARCHITECT.FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF psf, FOOTINGEXCAVATIONS AND SLAB SUB-GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THEMODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALLSOIL FOR TERMITE PROTECTION.THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFYSUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THEGEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE-COMPACTED AND RETESTED AT THECONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THEMINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALLBE MADE BY THE GEO-TECH. ENGINEER.CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5”STRUCTURAL TERRACE SLAB.CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TOCONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5” +/- PRIOR TO THE ADDITION OF PLASTICIZER.CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING,ETC. CONCRETE TICKETS SHALL BE TIME-STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHENWATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASONTHERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALLBE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANYNON COMPLIANCE WITH THE ABOVE.REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:A. 3” FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS):B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2” FOR #5 AND SMALLER 2” FOR #6 AND LARGERC. FOR CONCRETE NOT EXPOSED TO WEATHER3/4" FOR SLABS, WALLS AND JOISTS1-1/2” FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPSALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4".PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHERALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4".PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ON-GROUND WHERE INDICATED ONDRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.FORM-WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATESTEDITION,“RECOMMENDED PRACTICE FOR CONCRETE FORM-WORK.WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMSARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDINGON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THEACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALLBE SUPPORTED WITH 2” CHAIRS SPACED 3'-0” OC, EACH WAY.REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCEW/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTALAND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'SREVIEW.TYP. MIN LAPS SHALL BE AS FOLLOWS:#4 BAR - 25"#6 BAR - 36" #5 BAR - 30"#7 BAR - 42"PROVIDE 36” x 36” CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILSFOR ADDITIONAL INFORMATION.ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITHMINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THEWALL.RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWELINTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMSWITHOUT THE APPROVAL OF THE ENGINEER.MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE"SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRYSTRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BYTHE MASONRY STANDARDS JOINT COMMITTEE.ALL BLOCK WALLS SHALL BE TWO-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCKMANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f'm = 2000 PSI. BLOCK SHALL BE PLACED USINGRUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFOREPLACING CONCRETE FOR IN-WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITHASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESSSPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8"COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATIONTO CONSOLIDATE GROUT.TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BEPROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTSSHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTOCELLS TO BE FILLED.FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICALREINFORCING.LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O.THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THESPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTMA36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTMA500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy =35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE-FILLED IN THE SHOP.ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE-NUT LEVELING. ALLOTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTSSHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF-THE-NUT METHOD.ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.NON-BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF.ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING,CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OFELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BEPRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USESSHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUMCORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANYREASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USEDW/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THATCONTAINS MORE THAN ½” OF HEARTWOOD.MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS.PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBERSYP #2.UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDEDAT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE “NATIONAL DESIGN SPECIFICATIONS FORSTRESS-GRADE LUMBER AND ITS FASTENINGS” BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED ANDSEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036” AND BE MANUFACTURED FROM STEELMEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT-DIPPED GALVANIZED.DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONALSTANDARDS FOR METAL-PLATE-CONNECTED-WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION"COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEDWOOD TRUSSES.TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOFLOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FORINTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990.HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS ATTRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARINGDETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINALLAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THATAFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THESTRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALLPROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTIONPLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDALICENSED PROFESSIONAL ENGINEER.THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THECONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONSPROVIDED BY THE TRUSS ENGINEER.THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSEOF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENTAND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FORALL TRUSS TO TRUSS CONNECTIONS.2,000C8d 2" DECK SCREWS @6" O.C. @ EDGES8d RING SHANK GUN NAILS @ 4" O.C.TOP & BOTTOM EDGES8d RING SHANK GUN NAILS @ 4"O.C. @ EDGEFASTENER SCHEDULETYP. 3/4" T&G SUB-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS8d RING SHANK GUN NAILS8d RING SHANK GUN NAILS @4" O.C. @ EDGES@ 6" O.C. IN FIELD#8 RING SHANK GUN NAILS#8 2" DECK SCREWS @ 6"-8" O.C. MAX @EDGES & 12" O.C. MAX IN FIELD. UNTHREADEDSHANK TO EXTEND BEYOND THICKNESS OFSUB-FLOOR SHEATHINGSHEATHINGROOF/ WALL/ FLOORFOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURALSHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1(32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32"STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD ANDEDGE SPACING) SEE DETAIL.ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUNNAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4'OF GABLE END.EXTERIOR SHEATHINGUSE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP &BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. ATINTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM(INSTALLED PER MANUF. SPECS.) SEE DETAIL.NAIL REQUIREMENTSTYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOFSHEATHINGSEE "ROOF SHEATHING ATTACHMENT"TABLE FOR FIELD SPACINGTYP. EXT. SHEATHING ATTACHMENTSIZEDIA.HEADLENGTHTENSILE STR.170,000SHANKRING(16-20 RINGSPER INCH)ASTM8d0.1132 3/8"RSRS-01F1667WIDTHBUILDINGROOF SHEATHINGRAFTER OR TRUSSBUILDING LENGTHROOF SHEATHING LAYOUTAND ENDWALL BRACINGFOR GABLE END FRAMING GABLES-DROP GABLE END & (1) ADD'L DROPPEDTRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYPBLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA.END. ATTACH ROOF SHEATHING TO RAFTERS 2/BLOCKING PER NAILING SCHEDULEZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELDZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELDZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELDRING SHANK,SCREW SHANK8d0.1132 3/8"RSRS-01F1667RING SHANK,PNEUMATICSCREW-NAILS ROOF SHEATHING THICKNESS WAS CALCULATEDAND ADHERES TO ASCE 7-1632E132R2R2E12R3E2N3R"A""A""A""A""A""A""A""A""A"2R2R2E12R3E2N3R"A""A""A""A""A""A""A""A"GABLE - ENDHIP ROOFFASTENER SCHEDULEAPPLICATIONFASTENERSIZETYPESPACINGGARAGE DOOR BUCKTO MASONRY/CONC.GARAGE DOOR BUCKTO MASONRY/CONC.METAL STRAP TOMASONRY / CONC.NON-BEARING WOODWALL TO CONC. SLABCONTACT THIS ENGINEER FOR SPACINGREQUIREMENTS16" O/C (3/8" DIA)REMARKS1/2"°W/ WASHEREXPANSIONBOLT24" O/C4" EMBED. 4" ENDDIST., 3" EDGE DIST.WINDOW AND DOOR BUCK FASTENERSAPPLICATIONSIZETYPESPACING1x2 PT FURRING TOMASONRY / CONC.SGD, AL. EXT. DOORS1x PT, SEE NOTE 6CASE HARDENED COILNAIL 1 1/2" LONG.8" O/CREMARKS9" O/CSTAGGEREDCASE HARDENED COILNAIL 1 1/2" LONG.WINDOW/DOOR/ FASTENEDINTO MASONRY/CONC.WINDOW BUCK1x PT, SEE NOTE 69" O/CSTAGGEREDCASE HARDENED COILNAIL 1 1/2" LONG.WINDOW/DOOR/ FASTENEDINTO MASONRY/CONC.EXT. SWING DOORBUCK 2x PT, SEE NOTE 618" O/C(2) 3/16"DIA.NO WASHER 1 1/2" EMBED, 8" END.DIST., 1 1/2" EDGE DIST.2x PT WINDOW BUCKPT TO STEEL COL., SEENOTE 69" O/CSTAGGERED0.138° PAF x 2 1/8"W/ WASHER4" END. DIST., 1 1/2"EDGE DIST."TAPCON"FASTNER1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE.8" O/C4" EMBED., 4" END DIST.,3" EDGE DIST.1 1/2" EMBED., 4" END DIST.,1 1/2" EDGE DIST.EXPANSION BOLTTAPCON MASONRYFASTENER3/8" DIA. OR1/4" DIA.NO WASHER24" O/C (1/2" DIA)1/2" DIA.w/ WASHER1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078FAX: 407-774-4078www.abdesigngroup.comAA #: 000332545 46 47