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Home My WebLink AboutGall Blvd - Zephyr Commons Bldg (5)E ASSEMBLIES PAINTING GENERAL DATA 11 a) CU U) TYPICAL AT EXTERIOR WALLS AT FINISHED INTERIOR SPACE EXTERIOR FINISH PER ELEVATIONS: A. 5/8" MIN CEMENT PLASTER FINISH, DIRECTLY APPLIED NONRATED I I I I I I CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) UNO PT 2x WOOD FURRING AT 24" OC MAX I i CONTINUOUS PERFORATED RADIANT FOIL INSULATION I I I (1) LAYER 1/2" GYPSUM BOARD FINT I I I EXT j TYPICAL AT EXTERIOR WALLS AT UNCONDITIONED / UNFINISHED SPACE C-16 I -- EXTERIOR FINISH PER ELEVATIONS: A. 5/8" MIN CEMENT PLASTER FINISH, DIRECTLY APPLIED NON RATED I I I I I I I I I I I I I CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) UNO I I PAINT FINISH AT EXPOSED SURFACES I I EXT i INT TYPICAL AT PITCHED ROOF RW-2 ROOFING PER PLANS, ELEVATIONS AND DETAILS: A. ARCHITECTURAL FIBERGLASS ASPHALT SHINGLES NON -RATED � - -'� ROOF UNDERLAYMENT PER SPECIFICATIONS AND ROOFING SYSTEM REQUIREMENTS (1) LAYER 1/2"-5/8" (NOMINAL) WOOD STRUCTURAL PANEL ROOF SHEATHING PER STRUCTURAL DRAWINGS WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS WITH SLOPE PER ROOF PLAN(S) BLOWN OR BATT INSULATION OVER CONDITIONED SPACES (1) LAYER 1/2" MIN. GYPSUM BOARD (EXTERIOR GRADE AT UNCONDITIONED SPACES) UNO BY OWNER / INTERIOR DESIGNER DOOR SCHEDULE - AMENITIES BUILDING O DOOR FRAME RATING HARDWARE REMARKS DESC. TYPE SIZE MATL. MARK W H MATL. 1 EXT 2P 3'4" 6'-8" MTL MTL -- 1 -- 2 EXT OH 9-0" T-0" MTL MTL m 2 - - DOOR TYPES 2P 2-PANEL DOOR DOOR HARDWARE rMENIMI i I ININIi OH OVERHEAD GARAGE DOOR 1 - DEADBOLT - KEYED OUTSIDE, BLIND INSIDE -PASSAGE LATCH - (1 1/2) PAIR 4"x4" SPRING HINGES - BOTTOM SWEEP & DOOR SEAL 2 -MANUFACTURER'S STANDARD HARDWARE -PROVIDE ELECTRIC GARAGE DOOR OPENER -PROVIDE GARAGE DOOR OPENER KEYPAD CONTROL ON EXTERIOR JAMB -PROVIDE GARAGE DOOR OPENER PUSHBUTTON CONTROL ON INTERIOR JAMB -PROVIDE MANUAL EXTERNAL EMERGENCY KEY RELEASE 1. REFER TO, AND COORDINATE WITH, INTERIOR FINISH SCHEDULE AND SEPARATE DOCUMENTS PREPARED BY INTERIOR DESIGNER AND/OR OWNER, WHEN APPLICABLE, FOR SPECIFIC PAINT SELECTIONS, COLORS, FINISH TEXTURES, AND OTHER REQUIREMENTS. 2. ALL EXTERIOR VENTS AND EQUIPMENT THAT ARE VISIBLE ON EXTERIOR OF BUILDING SHALL BE PAINTED A COLOR TO MATCH THE ADJACENT SURFACE, UNO. 3. ALL COLOR TRANSITIONS SHALL BE ON THE INSIDE CORNERS, UNLESS OTHERWISE SPECIFIED IN COLOR STUDY ELEVATIONS. 4. CONTACT THE OWNER OR ARCHITECT IF THERE ARE ANY QUESTIONS PRIOR TO PAINTING. 5. PREPARATION AND APPLICATION OF PRIMER AND FINISH PAINT PRODUCTS SHALL BE DONE PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. ALL GYPSUM BOARD FINISHED SURFACES IN CONDITIONED AND NON -CONDITIONED SPACES SHALL BE PAINTED AS SPECIFIED, UNO. CABINETS & COUNTERTOPS 1. VANITY BASE CABINETS SHALL BE 21" DEEP WITH 22" TOPS, UNO. REFER TO INTERIOR ELEVATIONS FOR HEIGHTS. COUNTERTOP OVERHANG AT THE EXPOSED END OF THE VANITY CABINET SHALL NOT BE MORE THAN 1". 2. KITCHEN BASE CABINETS TO BE 24" DEEP WITH 25" TOPS, UNO. UPPER CABINETS TO BE 12" DEEP. REFER TO INTERIOR ELEVATIONS FOR HEIGHTS. 3. CONTRACTOR OR CABINET MANUFACTURER TO FIELD VERIFY FINISH TO FINISH DIMENSIONS PRIOR TO FABRICATION OF CABINETS. 4. ALL EXPOSED FINISHED SURFACES SHALL MATCH THE COLOR AND FINISH OF THE ADJACENT FINISHED SURFACE; INCLUDING EXPOSED CABINET ENDS SHALL MATCH CABINET FRONT. 5. ALL WALLS / PARTITIONS SUPPORTING WALL HUNG CABINETS SHALL HAVE FRAMING WITH 2 X 4 STUDS AT 16" O.C. MAX. OR 2 X 6 STUDS AT 24" O.C. MAX., UNO. E ABBREVIATION LEGEND AC Air Conditioned(er) FPM Feet Per Minute PRE-ENG Pre-engineered AFF Above Finish Floor FR Fire Rated PSF Pounds Per Square Foot AHJ Authority Having Jurisdiction FRCP Fiber Reinforced Cement PSI Pounds Per Square Inch AHU Air Handler Unit Plaster P-T Post Tension ALT Alternate FRP Fiber Reinforced Panel PT Pressure Treated Wood ALUM Aluminum FRT Fire Retardant Treated PTAC Package Terminal AC APT Apartment FT Foot / Feet PTD Painted BALC Balcony FTG Footing PVC Poly Vinyl Chloride BFF Below Finish Floor FND Foundation QT Quarry Tile BLDG Building FOB Face of Beam RAD Radius BLKG Blocking FOS Face of Stud RCP Reflected Ceiling Plan BM Beam GA Gauge REF Reference BR Bedroom GALV Galvanized REFRIG Refrigerator BRG Bearing GAR Garage REINF Reinforce(ed/ing) BRZWY Breezeway GC General Contractor REQD Required BTM Bottom GLS Glass RM Room CAB Cabinet GLZ Glazing RO Rough Opening CALC Calculation GYPBD Gypsum Board RS Rough Sawn CER Ceramic HC Hollow Core RSC Rough Sawn Cedar CFM Cubic Feet Per Minute HB Hose Bibb SAN Sanitary CFS Clear Floor Space HDR Header SC Solid Core CIP Cast In Place HDW Hardware SCH Schedule CJ Control Joint HORIZ Horizontal SEP Separation CL Center Line HR Hour SF Square Feet CLG Ceiling HT Height SGD Sliding Glass Door CLOS Closet HVAC Heating, Venting & AC SHT Sheet CLR Clear IBC International Building Code SHTG Sheathing CMU Concrete Masonry Unit ID Interior Design SIM Similar COL Column IN Inch / Inches SOG Slab On Grade CONC Concrete INST Installation SP Spring Point COND Condenser / Condensate INSUL Insulation (ed) SPEC Specifications CONT Continuous INT Interior SPF Spruce -Pine -Fur CORR Corridor JB Junction Box SQ Square CID Cement Plaster JST Joist SS Stainless Steel CPT Carpet JT Joint STC Sound Transmission Class CT Ceramic Tile KDAT Kiln Dried After Treatment STD Standard CW Cold Water KIT Kitchen STL Steel D Dryer LAM Laminate STO Storage DIA Diameter LAV Lavatory SW Shear Wall DIM Dimension LF Linear Feet SYM Symmetrical DN Down LIN Linen SYP Southern Yellow Pine DIN Dining LR Living Room T&B Top & Bottom DP Deep LT Light T&G Tongue & Groove DR Door MAX Maximum TB Towel Bar DS Down Spout MECH Mechanical TEMP Tempered DTL Detail MEM Membrane THK Thick DW Dishwasher MEP Mechanical, Electrical, TPD Toilet Paper Dispenser DWG Drawing Plumbing TPH Toilet Paper Holder EA Each MFR Manufacturer (ed) T.O. Top of ELEC Electric (al) MIN Minimum TOS Top of Slab ELEV Elevation MIR Mirror TOFD Top of Floor Deck ENG Engineer(ed) MISC Miscellaneous TS Tube Steel EOS Edge of Slab MPH Miles Per Hour TYP Typical EQ Equal MR Moisture Resistant UL Underwriters Laboratory EQUIV Equivalent MTD Mounted UNO Unless Noted Otherwise EWC Electric Water Cooler MTL Metal VC Vinyl Covered EXP Expansion NUM/# Number VCT Vinyl Composite Tile EXT Exterior NOM Nominal VER Verify EXTG Existing NRC Noise Reduction Class VERT Vertical FACP Fire Alarm Control Panel NTS Not To Scale VIF Verify In Field FB Fire Blocking OC On Center VLT Vault FBC Florida Building Code OCC Occupancy / Occupant VWC Vinyl Wail Covering FD Floor Drain OFW Outside Face of Wall W Washer FE Finish Elevation OSB Oriented Strand Board W/ With FF Finished Floor PAN Pantry W/D Washer/Dryer Combination FIN Finish(ed) PKG Package W/o Without FJS Finger Jointed Studs PLAM Plastic Laminate WC Water Closet FLR Floor PLB Plumb WD Wood FM Field Measure PLMG Plumbing WDW Window FOM Face of Masonry / Concrete PLF Pounds Per Linear Foot WIC Walk In Closet FP Fire Protection PLYWD Plywood WH Water Heater 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO PROCEEDING WITH THE WORK. 2. DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION OF BUILDING COMPONENTS. DRAWINGS WORK IN CONJUNCTION WITH SPECIFICATIONS, PRODUCT MANUFACTURER'S RECOMMENDATIONS, AND INDUSTRY STANDARDS REGARDING EXACT REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. 3. ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS AND SHALL COORDINATE AND SEQUENCE THEIR WORK WITH OTHER TRADES, DO NOT BASE SCOPE OF WORK SOLELY ON A REVIEW OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. 4. DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. 5. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING AND PROPOSED TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT. 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND PROGRAMS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPER INSTALLATION AND APPLICATION OF ALL MATERIALS AND PRODUCTS AS REQUIRED PER THE MANUFACTURER'S WRITTEN REQUIREMENTS, QUALITY CONTROL, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 7. DIMENSIONS SHOWN ARE TO FACE OF THE SPECIFIED BUILDING MATERIAL; (CONCRETE, CMU, WOOD/METAL STUD, ETC.), AND TO CENTERLINE OF OPENINGS, UNO. 8. IF REQUIRED BY THE AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL DOCUMENTATION TO THE AHJ IN THE FORM REQUIRED BY THE AHJ. THE CONTRACTOR MUST FIRST SUBMIT THE PRODUCT DOCUMENTATION TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING TO THE AHJ. 9. ANY ERRORS, OMISSIONS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, OR ANY VARIATION OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IF A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING. 10. ANY ON SITE OBSERVATIONS BY THE ARCHITECT SHALL BE IN THE FORM OF RANDOM OBSERVATIONS ONLY AND DO NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO THE APPROVED CONSTRUCTION DOCUMENTS, IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS, AND AS REQUIRED BY THE AHJ. 11. ALL MATERIALS IN DIRECT CONTACT WITH OTHER MATERIALS SHALL BE COMPATIBLE AND COMPLY WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. 12. ALL MATERIALS AND PRODUCTS INDICATED ON THE DRAWINGS SHALL BE AS SPECIFIED, UNO. SEE PROJECT MANUAL SPECIFICATIONS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL AN IDENTIFYING SYMBOL ON STRUCTURES CONSTRUCTED WITH A LIGHT -FRAME TRUSS COMPONENT IN A MANNER SUFFICIENT TO COMPLY WITH THE STATE OF FLORIDA FIRE MARSHAL'S OFFICE IN ACCORDANCE WITH FLORIDA STATUTE 633.027, PER THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE RULE 69A-60.0081, AND AS DETERMINED BY THE AHJ. SITE WORK & FOUNDATION 1. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. 2. THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. 3. REFER TO CIVIL ENGINEER'S SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FLOOR ELEVATIONS, UTILITIES, DRAINAGE, AND ALL INFORMATION RELATED TO THE PROJECTS ON -SITE DEVELOPMENT AND OFF -SITE REQUIREMENTS, IF APPLICABLE. 4. REFER TO LANDSCAPE ARCHITECTS AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC. SHEET INDEX 0 ARCHITECTURAL SHEETS Zephyr A20.01 Sheet Index, Code Compliance & General Notes A2.01 Architectural Site Plan Commons STRUCTURAL SHEETS S20.30 General Structural Notes Maintenance & Trash S20.31 Foundation & Roof Framing Plans S20.32 Structural Sections & Details Compactor S20.33 Structural Sections & Details S20.34 Structural Sections & Details City of Zephyrhills, FL S20.35 Structural Sections & Details S20.36 Structural Sections & Details ARCHITECTURAL SHEETS A20.21 Plans & Elevations A20.22 Section Details 0 PLUMBING SHEETS P14.00 Apartments Symbols, Abbreviations & General Notes - Plumbing P14.01 Site Plan - Plumbing P20.41 Floor Plan - Plumbing MECHANICAL SHEETS PROJECT INFORMATION M15.00 Apartments Symbols, Abbreviations & General Notes - Mech DESCRIPTION: Proposed new Maintenance Building and Trash M15.01 Site Plan - Mechanical Compactor Enclosure M20.42 Floor Plan - Mechanical LOCATION: NE of Gall Blvd & Pretty Pond Rd I Zephyrhills, FL M20.42A Energy Calculations - Mechanical ELECTRICAL SHEETS PROJECT TEAM E16.00 Apartments Symbols, Abbreviations & General Notes - Electrical E16.01 Site Plan - Electrical OWNER: SF Zephyr Commons Outparcels, LP E20.43 Floor Plan - Electrical 400 Clematis Street, Suite 201 1 West Palm Beach, FL 33401 678.977.3362 1 taddison@nadg.com CODE COMPLIANCE: MAINT. BLDG & TRASH COMPACTOR OCCUPANCY TYPE UTILITY (GROUP U) CONSTRUCTION TYPE TYPE V-B FIRE SPRINKLER NONSPRINKLERED AREA & HEIGHT LIMITATION ALLOWED PROPOSED MAX HEIGHT (FBC-B 504.3) 40'-0" 15'-0" MAX NUMBER OF STORIES (FBC-B 504.4) 1 STORY 1 STORY MAXIMUM AREA PER FLOOR (FBC-B 506.2) 5,500 S.F. 880 S.F. LLC. U. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL MEP ENGINEERS: Joseph, Lawrence, Q. Co, NOT BE LESS THAN 61NCHES, UNO. 1180 Hardwood Ave, Suite 3000 1 Altamonte Springs, FL 32714 BUILDING AREA TABLE: MAINT. BLDG &TRASH COMPACTOR 321.972.4466 � adam.barney@jlceng.com � WEATHERNVATER INTRUSION PREVENTION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF ALL MATERIALS REQUIRED TO PREVENT WATER INTRUSION, INCLUDING BUT NOT LIMITED TO; FLASHINGS, WEATHERIWATER-RESISTIVE BARRIERS (BUILDING WRAP), SELF -ADHERING MEMBRANES, AND SEALANTS AS INDICATED ON THE DRAWINGS OR AS OTHERWISE REQUIRED IF NOT INDICATED. 2. ALL PENETRATIONS THROUGH THE EXTERIOR CLADDING SYSTEM SHALL BE PROPERLY SEALED. DECAY & TERMITE PROTECTION 1. ALL BUILDINGS SHALL HAVE TERMITE PROTECTION AGAINST SUBTERRANEAN TERMITES, INCLUDING SOIL APPLIED PESTICIDES, BAIT SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION TO COMPLY WITH APPLICABLE BUILDING CODE AND THE AHJ. 2. THE CONTRACTOR SHALL PROVIDE TERMITE PROTECTION AS REQUIRED BY ALL APPLICABLE CODES. TERMITE PROTECTION SHALL BE INSTALLED BY A LICENSED PEST CONTROL COMPANY PER THE TERMITICIDE MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH APPLICABLE RULES AND LAWS ESTABLISHED BY THE STATE. 3. THE TERMITE PROTECTION SHALL BE PROVIDED BY USING REGISTERED TERMITICIDES. THE TREATMENT SHALL COMPLY WITH APPLICABLE RULES AND LAWS ESTABLISHED BY THE STATE, 4. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED AND POSTED AS REQUIRED BY CODE OR BY THE AHJ. IF REQUIRED BY THE AHJ, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE AHJ BY A LICENSED PEST CONTROL COMPANY, 5. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDEWALLS, UNO. 6. ALL WOOD FRAMING MEMBER AND FURRING STRIPS IN CONTACT WITH OR ATTACHED DIRECTLY TO MASONRY OR CONCRETE SHALL BE OF APPROVED PRESERVATIVE TREATED (PT) WOOD AND ALL FASTENERS AND ANCHORS TO BE COMPATIBLE. 7. PROVIDE CODE REQUIRED CLEARANCE AT EXTERIOR WALL BETWEEN WALL COVERING AND FINAL GRADE FOR TERMITE INSPECTION. FIRE EXTINGUISHERS 1. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS REQUIRED AND SPECIFIED IN NFPA 10, PORTABLE FIRE EXTINGUISHER SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE DRAWINGS OR MINIMUM OF (1) FIRE EXTINGUISHER PER BREEZEWAY, CORRIDOR, GENERAL BUILDING AREA, OR AS OTHERWISE REQUIRED BY THE AHJ. FIRE EXTINGUISHERS SHALL BE LOCATED (1) PER FLOOR, WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO THE EXTINGUISHER OR AS REQUIRED BY THE AHJ. EACH EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO. 2. WHERE REQUIRED OR AS INDICATED ON THE DRAWINGS, PROVIDE PORTABLE FIRE EXTINGUISHERS IN EACH INDIVIDUAL RESIDENTIAL DWELLING UNIT AS RECOMMENDED BY NFPA 10 AND INSTALLED AS INDICATED ON THE DRAWINGS OR AT A MINIMUM OF (1) FIRE EXTINGUISHER PER FLOOR LEVEL OF A LIVING UNIT WITH A MAXIMUM TRAVEL DISTANCE OF 40 FEET TO THE EXTINGUISHER OR AS REQUIRED BY LOCAL AHJ. EACH EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO. 3. WHERE APPLICABLE, COMMERCIAL KITCHEN AREAS (INCLUDING OUTDOOR KITCHEN AREAS) SHALL BE PROVIDED WITH WET CHEMICAL TYPE, CLASS K FIRE EXTINGUISHERS PER NFPA-10, SIZE AS REQUIRED BY THE AHJ. BUILDING TYPE MAINTENANCE BUILDING & TRASH COMPACTOR ENCLOSURE A/C NON -A/C GROSS BUILDING TOTAL 293 587 880 SYMBOLS LEGEND q CENTERLINE OF BUILDING/OBJECT UD OO NUMBERED DOOR SYMBOLS ho'.0/1- ELEVATION TARGET, INDICATES HGT AFF a% KEY NOTE WITH LEADER INDICATOR QREVISION DELTA TITLE MARKER O LETTERED WINDOW SYMBOL COMPLETE SECTION: X DETAIL NUMBER LOCATION & DIRECTION OF CUT NOTE ' •XX SHEET ON WHICH DETAIL APPEARS PARTIAL SECTION: X DETAIL NUMBER LOCATION & DIRECTION OF CUT NOTE AX•XX SHEET ON WHICH DETAIL APPEARS A ELEVATION: x DETAIL NUMBER DETAIL DIVISION ' SHEET ON WHICH DETAIL APPEARS ASSEMBLY TAG: WALL DESIGNATION ARCHITECT: Forum Architecture & Interior Design 237 S. Westmonte Drive, Suite 220 1 Altamonte Springs, FL 32714 407.830.1400 1 kmcintyre@forumarchitecture.com STRUCTURAL ENGINEERS: Structural Concepts & Design, LLC 2965 West State Road 434, Suite 100 1 Longwood, FL 32779 407.682.2086 1 cscroggins@scd-eng.com +LL WORK SHALL COMPLY WITH PREVAILING CODE: FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE: 2 CITY OF ZEPHYRHILLS BUILDING OFFICIAL ISSUE HISTORY 02/17/22 Permit Set FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre A r%^AA -fAA n i SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Title Sheet, Drawing Index & Issue History r A20.01 r 0 N r` CIO 11 iv U co BUILDING AREA CALCULATION: TYPE I, No. 3,4 & 5 OCCUPANCY TYPE: SINGLE OCCUPANCY MULTISTORY BUILDING (GROUP R-2 OCCUPANCY) CONSTRUCTION TYPE: V-A FIRE SPRINKLER PROVIDED: NFPA 13R SYSTEM PER FBC-B 903.3.1.2. BUILDING AREA AND HEIGHT LIMITATION ALLOWED PROPOSED BUILDING HEIGHT (FBC-B 504.3) 60'-0" 50'-10" MAX NUMBER OF STORIES (FBC-B 504.4) 4 4 MAXIMUM AREA FOR A SINGLE STORY (FBC-B 506.2) Per Calculation. 18,480 SF 15,337 SF MAXIMUM BUILDING AREA (FBC-B 506.2) Per Calculation. 73,920 SF 60,754 SF FRONTAGE INCREASE CALCULATION AREA FACTOR INCREASE DUE TO FRONTAGE PER FBC-B 506.3.3 ARE SHOWN FOR EACH BUILDING ON SITE. EQUATION 5-5 If = [F/P - 0.25]WI30 (IF FRONTAGE INCREASE IS NOT NEEDED If=O) BUILDING # FRONTAGE INCREASE VALUE OF'W" PER EQUATION 5-4 W = 30 If = [602.6/762 - 0.25] 30/30 W = (Li x wf + L2 x w2 + L3 x w3....)/F F = 602.6 If = [0.79-0.25] 1 W = (225x30 + 76.3x30 + 225x30 + 76.300)/602.6 P =762' If = 0.54 W = 30 ALLOWABLE AREA DETERMINATION ALLOWABLE AREA DETERMINATION CALCULATIONS PER FBC-B 506.2 SINGLE -OCCUPANCY, MULTISTORY BUILDINGS (FBC-B 506.2.3) EQUATION 5-2 Aa = [At + INS X If)] x Sa ALLOWED AREA FOR SINGLE STORY: Aa = [12,000 sf + (12,000 X 0.54)] x 1=18,480 SF ALLOWED AREA OF THE TOTAL BUILDING: Aa = [12,000 sf + (12,000 X 0.54)] x 4=73,920 SF BUILDING AREA CALCULATION: TYPE II, No. 1 & 2 OCCUPANCY TYPE: SINGLE OCCUPANCY MULTISTORY BUILDING (GROUP R-2 OCCUPANCY) CONSTRUCTION TYPE: V-A FIRE SPRINKLER PROVIDED: NFPA 13R SYSTEM PER FBC-B 903.3.1.2. BUILDING AREA AND HEIGHT LIMITATION ALLOWED PROPOSED BUILDING HEIGHT (FBC-B 504.3) 60'-0" 51'-0" MAX NUMBER OF STORIES (FBC-B 504.4) 4 4 MAXIMUM AREA FOR A SINGLE STORY (FBC-B 506.2) Per Calculation. 19,080 SF 14,293 SF MAXIMUM BUILDING AREA (FBC-B 506.2) Per Calculation, 76,320 SF 56,578 SF FRONTAGE INCREASE CALCULATION AREA FACTOR INCREASE DUE TO FRONTAGE PER FBC-B 506.3.3 ARE SHOWN FOR EACH BUILDING ON SITE. EQUATION 5-5 k = [F/P - 0.25]W/30 (IF FRONTAGE INCREASE IS NOT NEEDED If=O) BUILDING # FRONTAGE INCREASE VALUE OF "W" PER EQUATION 54 W = 30 If = [577.2/688 - 0.25] 30/30 W = (Lt x wf + L2 x w2 + L3 x w3....)/F F = 577.2 If = [0.84-0.25] 1 W = (212.340 + 76.340 + 212.340 + 76.3x3Oy577.2 P =688' If = 0.59 W = 30 ALLOWABLE AREA DETERMINATION ALLOWABLE AREA DETERMINATION CALCULATIONS PER FBC-B 506.2 SINGLE -OCCUPANCY, MULTISTORY BUILDINGS (FBC-B 506.2.3) EQUATION 5-2 Aa = [At + (NS X If)] x S. ALLOWED AREA FOR SINGLE STORY: Aa = [12,000 sf + (12,000 X 0.59)] x 1=19,080 SF ALLOWED AREA OF THE TOTAL BUILDING: Aa = [12,000 sf + (12,000 X 0.59)] x 4 = 76,320 SF BUILDING AREA CALCULATION: CLUB HOUSE OCCUPANCY TYPE: SINGLE OCCUPANCY (GROUP A-3) CONSTRUCTION TYPE: V-A FIRE SPRINKLER PROVIDED: NOWSPRINKLERED BUILDING AREA AND HEIGHT LIMITATION HEIGHT LIMITATION PER OCCUPANCY (FBC-B 504.3) ALLOWED PROPOSED GROUP A-3: 50'-0" 22'-0" MAX NUMBER OF STORIES (FBC-B 504.4) GROUP A-3: 2 1 MAX BUILDING AREA (FBC-B 506.2.1) Per Calculation. 14,375 SF 9,087 SF FRONTAGE INCREASE CALCULATION AREA FACTOR INCREASE DUE TO FRONTAGE PER FBC-B 506.3.3 ARE SHOWN FOR EACH BUILDING ON SITE. EQUATION 5-5 If = [F/P - 0.25]W/30 (IF FRONTAGE INCREASE IS NOT NEEDED If=O) BUILDING # FRONTAGE INCREASE VALUE OF "W" PER EQUATION 54 W = 30 If = [283.9/564 - 0.25] 30/30 W = (Lf x wf + L2 x w2 + L3 x w3....)/F F = 283.9 If = [0.50-0.25] 1 W = (69.3x30 + 131.3x30 + 83.3x30)1283.9 P =564' If = 0.25 W = 30 ALLOWABLE AREA DETERMINATION SINGLE -OCCUPANCY, SINGLE STORY BUILDINGS (FBC-B 506.2.1) EQUATION 5-1 Aa = [At + (NS X If)] MAXIMUM BLDG AREA ALLOWED: Aa = [11,500 sf + (11,500 sf X 0.25)]=14,375 SF Vicinity Ma i NTS SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B THIS SHEET IS FOR REFERENCE AND IS INTENDED ONLY TO CONVEY GENERAL BUILDING DATA AND APPROXIMATE LAYOUT, REFER TO CIVIL DRAWINGS FOR ALL PROPERTY BOUNDARY I EASEMENT / SETBACK INFORMATION, SIDEWALK LOCATIONS, PARKING COUNTS, ACCESSIBLE PARKING AND SITE ACCESSIBLE ROUTE, RETAINING WALLS, GRADING, UTILITY CONNECTIONS, BUILDING LOCATIONS, FINISHED FLOOR ELEVATION FOR EACH BUILDING, AND OTHER ITEMS OUTSIDE THE BUILDING FOOTPRINT C CONTRACTOR SHALL VERIFY ALL CONDENSER PAD LOCATIONS WITH SITE CONDITION, MAINTAIN THE FOLLOWING:18" MIN FROM BLANK WALL, 36" MIN FROM FACE OF ELECTRICAL PANEL, AND 36" MIN FROM WINDOW / BALCONY D REFER TO LANDSCAPE DRAWINGS FOR PLANTING, IRRIGATION, HARDSCAPE ELEMENTS, AND LANDSCAPE ACCENT LIGHTING 0 LEGEND BUILDING LETTER ix NO. OF UNITS Y Zv BUILDING TYPE, UNO' SITE LOCATION RESIDENTIAL R2 OCCUPANCY ASSEMBLY A3 OCCUPANCY PERIMETER OF THE BLDG FACING OPEN SPACE 11 U Z FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set SHEET REVISIONS: PROJECT NO. 4097 Apartments - Architectural Site Plan Architectural Site Plan 60' 30' 0 60' 120' 1 If = 60'-0" A2.01 GENERAL DRAWING NOTES: • DO NOT SCALE DRAWINGS, USE DIMENSIONS PROVIDED, TYPICALLY. IN THE CASE OF DIMENSIONAL CONFLICT, ARCHITECTURAL DIMENSIONS GOVERN OVER STRUCTURAL DIMENSIONS, TYPICALLY. • CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS w/ THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, & CIVIL DOCUMENTS. SC&D SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCY OR OMISSION. • THE STRUCTURE IS STABLE ONLY IN IT'S COMPLETED FORM. TEMPORARY SUPPORTS REQUIRED FOR STABILITY DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED, FURNISHED, & INSTALLED BY THE CONTRACTOR, TYPICALLY. • STRUCTURAL DRAWINGS ARE NOT TO BE REPRODUCED WITHOUT WRITTEN CONSENT FROM STRUCTURAL CONCEPTS & DESIGN, LLC ANY REPRODUCTION OF THESE CONTRACT DOCUMENTS WITHOUT WRITTEN CONSENT OF STRUCTURAL CONCEPTS & DESIGN, LLC. WILL BE REJECTED & NOT REVIEWED. • SHOP DRAWING REVIEW SHALL REQUIRE TWO (2) WEEKS FOR COMPLETION FROM TIME OF DELIVERY TO STRUCTURAL CONCEPTS & DESIGN, LLC. SHOP DRAWINGS SHALL BE CHECKED & "APPROVED" BY GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO ARCHITECT. • CONTRACTORS SUBMITTING SHOP DRAWINGS TO PROVIDE THREE (3) BLACKLINE COPIES FOR MARK-UP. ADDITIONAL COPIES WILL BE RETURNED WITHOUT MARKS OR APPROVAL STAMP. THE GENERAL CONTRACTOR SHALL PREPARE A DETAILED LIST & SCHEDULE OF ALL SUBMITTAL ITEMS TO BE SENT TO THE STRUCTURAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. THIS LIST SHALL BE UPDATED, REVISED, & KEPT CURRENT AS THE JOB PROGRESSES. THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW & APPROVAL THE FOLLOWING ITEMS: • CONCRETE MIX DESIGNS • CONSTRUCTION JOINT LOCATIONS IN CONCRETE SLAB -ON -GRADE • POST -TENSION FOUNDATIONS* • MISCELLANEOUS STEEL • REINFORCING STEEL: FOUNDATIONS, MASONRY, & CONCRETE • STEEL/ALUMINUM HANDRAILS* • ALUMINUM SCREEN ENCLOSURES* • ENGINEERED WOOD ROOF TRUSS SYSTEMS* y° SHOP DRAWING SUBMITTALS NOTED WITH AN "*" ARE REQUIRED TO BE SIGNED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. THE GENERAL CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS PREPARED AND SIGNED & SEALED BY A PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED TO THE STRUCTURAL ENGINEER FOR _ REVIEW & APPROVAL FOR THE FOLLOWING ITEMS: • POST -TENSION FOUNDATIONS* • STEEL/ALUMINUM HANDRAILS* • ALUMINUM SCREEN ENCLOSURES* • ENGINEERED WOOD ROOF TRUSS SYSTEMS* DELEGATED ENGINEERING CALCULATION REQUIREMENTS. • ALL SUBMITTED CALCULATIONS SHALL BE PRESENTED IN A LEGIBLE MANNER & FOLLOW AN ORDERLY, LOGICAL SEQUENCE. • ALL REFERENCES &SOURCES OF INFORMATION SHALL BE LISTED WITHIN THE CALCULATIONS. COPIES OF PERTINENT SECTIONS SHALL BE INCLUDED. • BASIC LOADS & DERIVATION OF FORCES, MOMENTS, SHEARS, REACTIONS, DEFLECTIONS, CAMBERS, ETC. SHALL BE INCLUDED IN THE CALCULATIONS. INCLUDE ALL UNBALANCED LOADING FORCES AS REQUIRED. LOAD REQUIREMENTS w/ APPROPRIATE FACTORS SHALL BE AS REQUIRED BY THE LATEST EDITION OF THE REFERENCED BUILDING CODE. • DESIGN ASSUMPTIONS SHALL BE CLEARLY STATED. • ALL COMPUTER GENERATED CALCULATIONS SHALL BE ACCOMPANIED w/ EXPLANATIONS OF INPUT/OUTPUT DATA (i.e. VARIABLE IDENTIFICATION, LOAD DERIVATION, ETC.) & A BRIEF EXPLANATION OF GENERAL THEORY, METHOD, & DESIGN ASSUMPTIONS USED SHALL BE INCLUDED. • ALL CALCULATIONS SHALL BE SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. DELEGATED ENGINEERING SUBMITTALS THAT DO NOT INCLUDE COMPLETE SIGNED & SEALED CALCULATIONS IN COMPLIANCE w/ REQUIREMENTS NOTED ABOVE WILL BE REJECTED WITHOUT REVIEW. • DELEGATED ENGINEERING CALCULATION SUBMITTALS THAT DO NOT MEET THESE REQUIREMENTS WILL BE REJECTED WITHOUT REVIEW. DUE TO MULTIPLE ISSUES w/ DELEGATED ENGINEERS NOT PROVIDING THE REQUIRED SUBMITTAL DOCUMENTS AND/OR CALCULATIONS ON RECENT PROJECTS, THE CONTRACTOR MUST PROVIDE THE NAME OF EACH PROPOSED DELEGATED ENGINEER (FOR EACH DELEGATED ENGINEERING SCOPE OF WORK) TO SC&D FOR REVIEW & APPROVAL PRIOR TO THE CONTRACTOR SUBMITTING ANY DELEGATED ENGINEERING DOCUMENTS TO THE DESIGN TEAM. ANY DELEGATED ENGINEERING SUBMITTALS FROM NON -APPROVED DELEGATED ENGINEERS WILL BE REJECTED WITHOUT REVIEW. • NOTE THAT ALL DELEGATED ENGINEERING SUBMITTALS MUST BE REVIEWED & APPROVED BY THE ARCHITECT & ENGINEER OR RECORD PRIOR TO SUBMISSION TO THE BUILDING DIVISION, TYPICALLY. 00200 BUILDING CODES: • FLORIDA BUILDING CODE 7th EDITION (2020) • ASCE/SEI 7-16: MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES 00500 STRUCTURAL DESIGN CRITERIA: THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH METHOD 1 - ALLOWABLE STRESS DESIGN AS REQUIRED BY SECTION 2802.1 OF THE FLORIDA BUILDING CODE. REQUIREMENTS FOR TYPICAL STRUCTURAL LOADS ARE GIVEN BELOW UNLESS SPECIFIC AREAS OF THE DRAWING SPECIFICALLY CALL FOR DIFFERENT LOADING CRITERIA. GRAVITY LOADING IS TO BE UNIFORM (U.N.O.) LIVE LOADING PER FLORIDA BUILDING CODE • STAIRS & EXIT WAYS: 100 PSF cN.1 • MECHANICAL ROOMS: 125 PSF • SLAB -ON -GRADE AREAS: 150 PSF ' • ROOFS (SLOPED): 20 PSF (REDUCIBLE) WIND LOADING PER FLORIDA BUILDING CODE • ULTIMATE DESIGN WIND SPEED: VuLT = 139 MPH (3 SECOND GUST) • NOMINAL DESIGN WIND SPEED: VASD = 108 MPH (3 SECOND GUST) • RISK CATEGORY = "Ill' • EXPOSURE CATEGORY = "C" • INTERNAL PRESSURE COEFFICIENTS = +/- 0.18 (ENCLOSED) • COMPONENT & CLADDING WIND PRESSURES SHOWN ON SHEET "S17.35" * THIS PROJECT IS NOT LOCATED WITHIN A WIND BORNE DEBRIS REGION EARTHQUAKE DESIGN DATA PER FLORIDA BUILDING CODE & ASCE/SEI 7 • SEISMIC IMPORTANCE FACTOR: (1) = 1.0 • SPECTRAL RESPONSE ACCELERATIONS: Ss = 0,058g S, = 0.032g • SITE CLASS = "D" • SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.062g SDI = 0.051g • SEISMIC DESIGN CATEGORY = "A" • BASIC SEISMIC FORCE RESISTING SYSTEM: REINFORCED MASONRY SHEAR WALLS • DESIGN BASE SHEAR = 3.5 KIPS (MAX.) FOR EACH AMENITY BUILDING • RESPONSE MODIFICATION FACTOR (R) = 2 • ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE ESTIMATED DEFLECTIONS (IN INCHES) ARE AS FOLLOWS: ROOF MEMBERS: L1360 or V L1240 FLOOR MEMBERS: L1360 L1240 WHERE'T' = SPAN LENGTH (IN.) BETWEEN CENTERLINES OF SUPPORTS. General Structural Notes 01100 SCOPE OF SERVICE: STRUCTURAL CONCEPTS & DESIGN, LLC AS THE STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND IS RESPONSIBLE FOR ONLY THE SPECIFIC STRUCTURAL COMPONENTS SHOWN IN THIS SET OF STRUCTURAL CONSTRUCTION DOCUMENTS. IF A SPECIALTY ENGINEER, AS DEFINED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, IS REQUIRED, HIS SERVICES MUST COMPLY WITH THE SCOPE OF SERVICES AS OUTLINED IN THE PROJECT CONSTRUCTION DOCUMENTS. 01400 SCOPE OF SERVICE - THRESHOLD INSPECTOR: THE THRESHOLD SPECIALTY INSPECTOR IS RESPONSIBLE FOR THE INSPECTION AND APPROVAL OF THE STRUCTURAL COMPONENTS SHOWN IN THIS SET OF STRUCTURAL CONSTRUCTION DOCUMENTS AND AS INDICATED IN THE THRESHOLD INSPECTION PLAN. THE THRESHOLD SPECIALTY INSPECTOR IS TO BE CONTRACTED BY THE OWNER AND MUST BE A REGISTERED SPECIAL INSPECTOR IN THE STATE OF FLORIDA, IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. 02000 FOUNDATIONS: GEOTECHNICAL DATA AND RECOMMENDATIONS HAVE BEEN PROVIDED BY VERONICA DE FREITAS, P.E. & JAMES STEPHENSON, P.E. (FL #86378) OF UNIVERSAL ENGINEERING SCIENCES, INC., 9802 PALM RIVER RD., TAMPA, FL 33619, PHONE: (813) 704-8506, UES PROJECT No. 0830.2100171, UES REPORT No. 1927445 DATED JANUARY 17, 2022. BASED ON THEIR RECOMMENDATIONS, THE FOLLOWING FOUNDATION SYSTEM WILL BE USED: • SHALLOW STRIP & SPREAD FOOTINGS w/ MAXIMUM ALLOWABLE NET SOIL BEARING PRESSURE = 2,500 PSF THE GEOTECHNICAL ENGINEER IS RESPONSIBLE FOR SPECIFYING AND MONITORING ALL TESTING, INSTALLATION, EVALUATION, AND REPORTING RELATED TO THE FOUNDATION SYSTEM, INCLUDING ALL WORKMANSHIP PROVISIONS RELATING TO THE SOIL - STRUCTURE INTERFACE. THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR SPECIFYING THE MATERIALS USED TO CONSTRUCT THE FOUNDATION UNITS AND FOR THE SELECTION OF VARIOUS SIZE UNITS TO SUPPORT THE STRUCTURAL FRAME. DO NOT PLACE ANY FOOTINGS OR MATS UNTIL RECEIPT OF WRITTEN AUTHORIZATION BY THE GEOTECHNICAL ENGINEER THAT THE PREPARED SUBGRADE OR DEEP FOUNDATION SYSTEM HAS BEEN PROPERLY EXECUTED IN ACCORD WITH THE DESIGN AND THAT ANY VARYING CONDITIONS ENCOUNTERED DURING CONSTRUCTION HAVE BEEN EVALUATED AND CORRECTED WHERE NECESSARY TO INSURE PROPER FOUNDATION PERFORMANCE. 02200 EARTHWORK: CONTRACTOR SHALL DEWATER SITE AS NECESSARY, SO THAT ALL CONCRETE CAN BE PLACED IN THE DRY. ALL BACKFILL SHALL BE ACCOMPLISHED USING MATERIAL CONSISTING OF CRUSHED STONE AND/OR MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER. THE BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. NO BACKFILL MATERIAL SHALL BE PLACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT THE TOP AND BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY BRACING OF THOSE WALLS. PROVIDE ADEQUATE EXCAVATION BRACING IN ACCORD WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS TO MAINTAIN EXISTING FOOTINGS, UTILITIES, AND OTHER IMPROVEMENTS IN A SAFE CONDITION. 02210 STRUCTURAL FILL: FOUNDATIONS PLACED ON COMPACTED STRUCTURAL FILL HAVE BEEN DESIGNED FOR A MAXIMUM ALLOWABLE NET SOIL BEARING PRESSURE OF 2,500 PSF. FILL TO BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 12 THICK MAXIMUM AND UNDER THE DIRECT SUPERVISION OF A GEOTECHNICAL ENGINEER. FILL TO BE TESTED TO VERIFY COMPACTION. 02260 PROOF -ROLLING: ISOLATED SPREAD COLUMN FOOTINGS SHALL NOT BE LESS THAN T-0" WIDE IN EITHER DIRECTION & SHOULD BE BASED 1'-6" MIN. BELOW THE FINISHED FLOOR OR FINAL EXTERIOR GRADES AT 2,500 PSF MAX. ALLOWABLE NET SOIL BEARING PRESSURE. CONTINUOUS STRIP WALL FOOTINGS SHALL NOT BE LESS THAN 2'-0" WIDE & SHOULD BE BASED 1'-6" MIN. BELOW THE FINISHED FLOOR OR FINAL EXTERIOR GRADES AT 2,500 PSF MAX. ALLOWABLE NET SOIL BEARING PRESSURE. MONOLITHIC GRADE BEAMS & THICKENED SLAB SECTIONS SHALL NOT BE LESS THAN 12" WIDE w/ A 450 CHAMFER TO THE SLAB & SHOULD BE BASED 1'-0" MIN. BELOW THE FINISHED FLOOR ELEVATION & 1'-0" MIN. BELOW THE FINAL EXTERIOR GRADES AT 2,500 PSF MAX. ALLOWABLE NET SOIL BEARING PRESSURE ON SOIL IMPROVED BY PROOF -ROLLING NOT LESS THAN THREE COVERAGES. FOR FOOTING WIDTHS OR EMBEDMENTS LESS THAN THOSE SPECIFIED, THE ALLOWABLE BEARING PRESSURES ARE REDUCED PROPORTIONALLY. PERFORM ALL PROOF -ROLLING OPERATIONS IN ACCORD WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER IN THE PRESENCE OF THE OWNER'S AUTHORIZED AGENCY. 03100 FORMWORK: CONTRACTOR SHALL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE WITH ACI 347. SEE TYPICAL DETAILS FOR CAMBER REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER TRADES. OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE TO IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMENSIONS AND LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE REQUIRING THE OPENING. PROVIDE CHAMFERS AT ALL CORNERS IN CONCRETE MEMBERS EXPOSED TO VIEW. FORMWORK TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 PSF OF ADDITIONAL CONSTRUCTION LOAD. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 03200 CONCRETE REINFORCEMENT: WORK SHALL BE IN ACCORD WITH THE CURRENT EDITIONS OF ACI 318, ACI 318R, ACI 315, ACI 318, CRSI "MANUAL OF STANDARD PRACTICE", CRSI "PLACING REINFORCING BARS", WIRE REINFORCEMENT INSTITUTE "MANUAL OF STANDARD PRACTICE -STRUCTURAL WELDED WIRE REINFORCEMENT". BARS SHALL CONFORM TO ASTM, SPECIFICATION A615(Sl), GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM, A185. CONCRETE COVER REQUIRED AS FOLLOWS: A. CAST AGAINST AND EXPOSED TO EARTH: 3" B. FORMED, EXPOSED TO EARTH OR WEATHER: 2" (#6 & LARGER) 1%" (#5 & SMALLER) C. SLABS AND WALLS: NO EARTH OR WEATHER EXPOSURE %4" (#II & SMALLER) 3 HOUR FIRE RATING AND LESS %4" LAP SPLICE LENGTHS SHALL BE AS FOLLOWS: 1. ALL LAP SPLICES SHALL BE TENSION CLASS "B" UNLESS OTHER LAP CONDITIONS ARE SPECIFICALLY SHOWN ON THE DRAWINGS. 2. SPLICE LENGTHS SHALL BE SHOWN ON SHOP DRAWINGS. 3. USE GENERAL HOOK BAR DEVELOPMENT LENGTHS UNLESS SPECIAL CONFINEMENT CONDITIONS ARE SATISFIED IN ACCORD WITH ACI 318. 03300 CAST -IN -PLACE CONCRETE: TO BE MIXED AND PLACED IN ACCORDANCE WITH THE CURRENT EDITION OF ACI 301. ALL REINFORCED CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: ALL STRUCTURAL ELEMENTS F'c = 4,000 PSI UNLESS NOTED OTHERWISE. • BEAMS & COLUMNS: F'c = 4,000 PSI • FOUNDATIONS: Pc = 3,000 PSI • SLABS ON GRADE: F'c = 3,000 PSI • LIGHTWEIGHT TOPPING: F'c = 2,200 PSI (MIN.) ALL CONCRETE MIX DESIGN SUBMITTALS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. 03310 CONCRETE TESTING: OWNER WILL EMPLOY AN INDEPENDENT TESTING LABORATORY TO PERFORM THE FOLLOWING TESTS AND SUBMIT TEST REPORTS ON CAST IN PLACE CONCRETE: • ASTM, C143 "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." SLUMP SHALL NOT EXCEED LIMIT INDICATED ON APPROVED MIX DESIGN, OR 6" (WHICHEVER IS SMALLER) • ASTM C39 "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." CYLINDERS SHALL BE TAKEN FOR EACH MIX DESIGN USED, AND FOR EVERY 50 CUBIC YARDS OF CONCRETE PLACED. TEST CYLINDERS AT THE FOLLOWING AGES: 1 CYLINDER AT 3 DAYS, 1 CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28 DAYS -or- HOLD ONE RESERVE CYLINDER TO BE TESTED AS REQUESTED BY THE ENGINEER. IF REQUIRED 28 DAY STRENGTH IS ACHIEVED, THE RESERVE CYLINDER MAY BE DISCARDED. 03365 POST -TENSIONED CONCRETE FOR FOUNDATIONS: CONCRETE STRENGTHS AT TRANSFER OF PRESTRESS FORCE TO CONCRETE SHALL BE AT 2,000 PSI (MIN.). THE TENDONS SHALL BE TENSIONED AS SOON AS POSSIBLE AFTER THIS STRENGTH IS REACHED, BUT THE TENDON MUST BE TENSIONED NO LATER THAT 7 DAYS AFTER CONCRETE PLACEMENT. ALL REQUIREMENTS AND RECOMMENDATIONS IN ACI-318-02 AND ACI-ASCE COMMITTEE 423, SHALL APPLY TO THIS WORK. ALL FORCES ARE SHOWN IN KIPS (1,000 LBS). C.G.S. - INDICATES CENTER GRAVITY OF TENDONS. C.G.C. - INDICATES CENTER GRAVITY OF CONCRETE. THE CONSTRUCTION JOINT LOCATION SHALL BE LOCATED FROM THE CENTER LINE OF SUPPORT WHERE THE CGS OF THE TENDONS INTERSECT THE C.G.C. OF THE CONCRETE. THOROUGHLY VIBRATE THE CONCRETE BEHIND ALL TENDON ANCHOR PLATES. PROVIDE BACK-UP REBARS BEHIND ALL ANCHOR PLATES AT CONCRETE EDGES AS DETAILED. SPACING OF TENDONS SHALL BE IN ACCORDANCE WITH ACI-ASCE COMMITTEE 423. PROVIDE CONCRETE COVER ON REBARS AND TENDONS UNLESS DETAILED OTHERWISE. ADEQUATE SUPPORT BARS AND CHAIRS SHALL BE PROVIDED TO DEFINE THE TENDON PROFILE AND TENDONS SHALL BE FIRMLY TIED IN PLACE TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS AND PLACING OF CONCRETE. THE PLACEMENT TOLERANCE OF TENDONS SHALL BE IN ACCORDANCE WITH ACI-ASCE 423. FASTENERS IN CONCRETE SLABS, REQUIRED FOR OTHER TRADES SHALL BE CAST -IN -PLACE WHERE EVER FEASIBLE. DRILLED -IN FASTENERS MAY BE USED ONLY WHERE TENDONS ARE LOCATED MAGNETICALLY OR BY OTHER MEANS PRIOR TO DRILLING. POWDER -DRIVEN FASTENERS WITH PENETRATION OF %8" LESS THAN REQUIRED COVER WILL BE PERMITTED. CHLORIDE. IN CONCRETE SHALL NOT BE PERMITTED. PROFILES AND FORCES BASED ON %" DIAMETER STRANDS Q WIRE). EFFECTIVE STRESS IN PRESTRESSING STEEL AFTER LOSSES IS ASSUMED TO BE 171 KSI WHICH SHALL BE VERIFIED OR MODIFIED BY CALCULATIONS IN ACCORD WITH ACI-ASCE 423 RECOMMENDATION. YIELD STRENGTH OF PRESTRESSING STEEL = 270 KSI. POST -TENSIONED FORCES SPECIFIED IN THE CONTRACT ARE DRAWINGS REQUIRED EFFECTIVE FORCES AFTER APPROPRIATE LOSSES ARE ACCOUNTED FOR. CALCULATIONS SUBMITTED WITH THE POST -TENSIONING MATERIAL SHOP DRAWINGS SHALL INDICATE THE VALUES FOR ALL LOSSES APPROPRIATE TO THIS PROJECT FOR THE MATERIAL PROPOSED. CERTIFIED TEST DATA SUBSTANTIATING LOSS ASSUMPTIONS SHALL ALSO BE SUBMITTED. NOTE THAT SUBMITTALS INDICATING EFFECTIVE FORCES DIFFERENT FROM THOSE SHOWN ON THE CONTRACT DRAWINGS (SUPPLIER REDESIGN) WILL BE RETURNED, NOT REVIEWED, AS NOT RESPONSIVE TO CONTRACT REQUIREMENTS. ALL STRUCTURAL SUBMITTALS (CALCULATIONS & SHOP DRAWINGS) BY THE POST -TENSIONED SUBCONTRACTOR SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER. 03600 GROUT: GROUTING IS CLASSIFIED AS "PRECISION GROUTING" FOR SUPPORT OF OPERATING MACHINE BASES, EQUIPMENT SUBJECT TO THERMAL MOVEMENT, AND BASE PLATES, BEARING PLATES, AND EXPANSION BEARINGS EXCEEDING 8" IN LEAST DIMENSION. ALL OTHER GROUTING MAY BE "ORDINARY GROUTING". METALLIC AGGREGATE GROUT MAY BE USED ONLY IN INTERIOR APPLICATIONS NOT EXPOSED TO VIEW IN FINISHED BUILDING AREAS. USE ORDINARY CEMENT GROUT ONLY WHERE SPECIFICALLY NOTED AS "CEMENT GROUT" ON DETAILS. USE NON -SHRINK GROUT FOR ALL OTHER LOCATIONS. PRECISION GROUT SHALL CONFORM TO CRD-C621-80 WHEN MIXED TO FLUID CONSISTENCY OF 22 TO 25 SECONDS (FLOW CONE METHOD, CRD-C611-80). REQUIRED 28 DAY STRENGTHS SHALL BE AS FOLLOWS: • CEMENT GROUT: 1,800 PSI • NON -SHRINK GROUT: 5,000 PSI • PRECISION GROUT: 6,500 PSI 04220 CONCRETE UNIT MASONRY: ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTION", ACI 530-08 & ACI 530.1-08 AND ALL APPLICABLE LOCAL BUILDING CODE PROVISIONS. ALL MASONRY WALLS TO BE CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM C 90, AND REINFORCED WITH #9 GAUGE LADDER TYPE HORIZONTAL MASONRY REINFORCING LOCATED AT 16" O.C. ALL MASONRY TO BE LAID IN TYPE "S" MORTAR (1,800 PSI ON THE JOB) WITH FULL HEAD AND BED JOINTS. ALL MASONRY CONSTRUCTION TO BE EITHER BOUND BY TIE BEAM, TIE COLUMN MEMBERS OR TIED TO FRAME WITH 16 GAUGE CONTINUOUS DOVETAIL SLOT AND 12 GAUGE DOVETAIL ANCHOR SPACED @ 16" O.C. (TOP AND TWO VERTICAL SIDES). 04230 REINFORCED UNIT MASONRY: ALL REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORD WITH APPLICABLE PROVISIONS OF CONCRETE REINFORCEMENT, CAST -IN -PLACE CONCRETE, AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE MEMBERS A CLASS "B" LAP LENGTH PLUS 3" OR FULL DEPTH PLUS A STANDARD HOOK. LAPS WITHIN REINFORCED MASONRY SHALL BE 48 BAR DIAMETERS. CONTRACTOR SHALL COORDINATE PLACING OF DOWELS TO ACCOMMODATE MODULE OF MASONRY UNITS. ALL VERTICAL CELLS AND BEAMS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 3,000 PSI CONCRETE WITH #8 COARSE AGGREGATE. USE HIGH -SLUMP (SUPERPLASTICIZED) WHERE HEIGHT OF LIFT EXCEEDS 5-0". WHERE HEIGHT OF OPEN CELL EXCEEDS 5'-0", USE HIGH -LIFT GROUTING TECHNIQUE WHICH REQUIRES A CLEAN -OUT OPENING AT THE BOTTOM OF ALL CELLS. ALL WALLS TO BE REINFORCED WITH #5 BARS SPACED AT 48" O.C. MAX. VERTICAL, TYP. (U.N.O.) 05055 WELDING: ALL WELDING TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) D1.1 - 2001 "STRUCTURAL WELDING CODE - STEEL" AND AS INDICATED ON THE STRUCTURAL DRAWINGS. WELDING ELECTRODES SHALL BE E70XX, UNLESS NOTED OTHERWISE. WELDING ELECTRODES, WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS TEMPERATURES TO BE IN ACCORDANCE WITH THE A.W.S. SPECIFICATIONS. ANY STRUCTURAL STEEL DAMAGED IN WELDING TO BE REPLACED OR ACCEPTABLY REINFORCED. ALL FULL PENETRATION GROOVE WELDS TO BE SUBJECT TO RADIOGRAPHIC, MAGNETIC PARTICLE, ULTRASONIC, AND LIQUID PENETRANT INSPECTION CONDUCTED BY AN INDEPENDENT TESTING AGENCY PAID FOR BY THE OWNER. 05521 ENGINEERED STEEUALUMINUM HANDRAILS: STEEL OR ALUMINUM RAILING SYSTEM INCLUDING MEMBERS, COMPONENTS, & CONNECTIONS SHALL BE DESIGNED BY A DELEGATED SPECIALTY ENGINEER & DETAILED BY THE SUPPLIER. SUBMIT COMPLETE SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. THE CONFIGURATION OF THE RAILING SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. THE RAILING SYSTEM & ALL CONNECTIONS SHALL BE DESIGNED FOR APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN THE BUILDING CODES. ALL LOADS SHALL BE CLEARLY INDICATED ON THE CALCULATIONS & SHOP DRAWINGS. SHOP DRAWINGS SHALL SHOW & SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE RAILING SYSTEM AS WELL AS CONNECTIONS TO & LOADS IMPOSED UPON THE STRUCTURAL FRAMING SYSTEM. 06110 STRUCTURAL WOOD FRAMING: ALL DIMENSIONED LUMBER 2" & LESS IN NOMINAL THICKNESS SHALL BE SURFACED DRY & STAMPED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW OF THE AMERICAN LUMBER STANDARDS COMMITTEE & MANUFACTURED IN ACCORD WITH PS 20-70. MEMBERS THICKER THAN 2" NOMINAL MAY BE SURFACED GREEN. MINIMUM SPECIES AND GRADES FOR VISUALLY GRADED DIMENSION LUMBER SHALL BE AS FOLLOWS: • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 2" to 4" WIDE - REVISED VALUES AS OF JUNE 1, 2013): Fb = 1,100 PSI, Ft = 675 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,450 PSI, E = 1,400,000 PSI • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 5" to 6"WIDE - REVISED VALUES AS OF JUNE 1, 2013): Fb = 1,000 PSI, Ft = 600 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,400 PSI, E = 1,400,000 PSI • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 8" WIDE -REVISED VALUES AS OF JUNE 1, 2013): Fb = 925 PSI, Ft = 550 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,350 PSI, E = 1,400,000 PSI • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 10" WIDE -REVISED VALUES AS OF JUNE], 2013): Fb = 800 PSI, Ft = 475 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,300 PSI, E = 1,400,000 PSI • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 12" WIDE -REVISED VALUES AS OF JUNE 1, 2013): Fb = 750 PSI, Ft = 450 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,250 PSI, E = 1,400,000 PSI • SPRUCE -PINE -FIR KD No. 2 GRADE (SPECIFIC GRAVITY = 0.42): Fb = 1,250 PSI, Ft = 725 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,600 PSI, E = 1,600,000 PSI • DOUGLAS FIR -LARCH KD No. 2 GRADE: Fb = 1,250 PSI, Ft = 725 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,600 PSI, E = 1,600,000 PSI ALL STUDS & HEADER SHOULDERS SHALL BE ONE PIECE BETWEEN PLATES AND/OR HEADERS. DO NOT USE BLOCKING BETWEEN HEADERS AND SHOULDER WITH SOFTER COMPRESSION PERPENDICULAR (Fcp) THAN REQUIRED FOR HEADER. DO NOT CUT LET -IN BRACING INTO STUDS. PROVIDE G90 GALVANIZED HURRICANE CLIPS IN ACCORD WITH LOCAL CODE AT ALL ROOF ANCHORAGES & AT ALL FLOORS, TYPICALLY. Vi � 3 a J ro +r m 7 0 ARCHITECTURE & 06115 STRUCTURAL SHEATHING: b INTERIOR DESIGN, INC. PLYWOOD SHALL CONFORM TO PSI-83 & SHALL BE APA GRADE -STAMPED. ROOF SHEATHING SHALL BE "APA RATED 0z SHEATHING EXTERIOR EXPOSURE", 12" or %" THICK PER PLAN WITH PLY CLIPS AT JOINTS BETWEEN JOISTS OR LI, i PL.ANNNG I ARRE CHITECTUI N ERlORDESIGN TRUSSES, TYPICALLY (U.N.O.). FLOOR SHEATHING SHALL BE "APA RATED SHEATHING EXPOSURE 1", 23/32" (MIN.) W THICK TONGUE & GROOVE, TYPICALLY (U.N.O.). WALL SHEATHING SHALL BE "APA RATED SHEATHING EXTERIOR ,C ° EXPOSURE",15/32" THICK, TYPICALLY (U.N.O.). CONFORM TO APA RECOMMENDATIONS FOR INSTALLATION OF 0 PLYWOOD WALL SHEATHING. PROVIDE P.T. PLYWOOD @ FIRST 48" ABOVE SLAB ON GRADE, TYP. TREAT ALL .0 01 w 237 S. Westmonte Drive, Suite 220 FRAMING IN CONTACT WITH CONCRETE OR MASONRY IN ACCORD WITH AMERICAN WOOD PRESERVER'S I ' z Altamonte Springs, FL 32714 BUREAU LP-2 OR PROVIDE %4" THICK 60 DUROMETER BEARING PAD BETWEEN CONCRETE OR MASONRY AND 3 407.830.1400 UNTREATED WOOD MEMBER. Q)Z) w U [- www.forumarchitecture.com ORIENTED STRAND BOARD (O.S.B.) SHALL BE APA GRADE -STAMPED. ROOF SHEATHING SHALL BE "APA RATED C SHEATHING EXTERIOR EXPOSURE", Y2" or 5/" THICK PER PLAN WITH PLY CLIPS AT JOINTS BETWEEN JOISTS OR TRUSSES, TYPICALLY (U.N.O.). FLOOR SHEATHING SHALL BE "APA RATED STURD-I-FLOOR SHEATHING EXPOSURE V, L Q 23/2" (MIN.) THICK TONGUE & GROOVE, TYPICALLY (U.N.O.). WALL SHEATHING SHALL BE "APA RATED SHEATHING o EXTERIOR EXPOSURE", 7/6' THICK, TYPICALLY (U.N.O.). CONFORM TO APA RECOMMENDATIONS FOR U U_ INSTALLATIONOF O.S.B. SHEATHING. TREAT ALL FRAMING IN CONTACT WITH CONCRETE OR MASONRY IN ro o ACCORD WITH AMERICAN WOOD PRESERVER'S BUREAU LP-2 OR PROVIDE%4' THICK 60 DUROMETER BEARING PAD C z Zephyr BETWEEN CONCRETE OR MASONRY AND UNTREATED WOOD MEMBER. z • EXTERIOR WALL SHEATHING: C 0 U z Commons 7 „ /6 PLYWOOD or O.S.B. SHEATHING FASTENED w/ 8d RING SHANK NAILS @ 6 O.C. @ PANEL EDGES & o � 12" O.C. INFIELD, TYP. (U.N.O.) PROVIDE Y2" P.T. PLYWOOD @ FIRST 48" ABOVE SLAB ON GRADE. "C4., 3 • ROOF SHEATHING:uj C ro ° w N %$' PLYWOOD or O.S.B. SHEATHING w/ H-CLIPS AS REQ'D. FASTENED w/ 8d RING SHANK or 10d COMMON ro X NAILS @ 6" O.C. @ PANEL EDGES & 12" O.C. INFIELD, TYP. (U.N.O.) U w 0 w 2 06190 ENGINEERED WOOD TRUSSES: I- �C THIS IS A SYSTEM OF CUSTOM ENGINEERED COMPONENTS AND CONNECTIONS IN ACCORD WITH ALL APPLICABLE > 3 STANDARDS OF TRUSS PLATE INSTITUTE, INCLUDING BUT NOT LIMITED TO TPI-78 "DESIGN SPECIFICATION FOR .0 z METAL PLATE CONNECTED WOOD TRUSSES" AND "INTERIM GUIDELINES", CSP-78 "RECOMMENDED CODE OF '0 F STANDARD PRACTICE," HET-80 "HANDLING AND ERECTING WOOD TRUSSES", BWT-76 "BRACING WOOD TRUSSES", v o QCM-77 "QUALITY CONTROL MANUAL" AND THE DEPARTMENT OF PROFESSIONAL REGULATIONS GUIDELINES. ,C o W THE ENTIRE SYSTEM INCLUDING ALL TRUSSES, CONNECTORS BETWEEN TRUSSES, BRIDGING, TEMPORARY BRACING E U) City of Ze h rhills, FL Y P Y FOR ERECTION, ANCHORAGE, AND EMBEDMENTS SHALL BE DESIGNED BY A SPECIALTY ENGINEER. THE REVIEW OF L ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL ENGINEER OF RECORD SHALL BE TO INSURE THAT HIS INTENT v HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED. A COPY OF ALL STRUCTURAL v z ' _ SUBMITTALS WILL BE RETAINED FOR RECORD KEEPING PURPOSES ONLY. TRUSS CALCULATIONS, COMPONENT _. s7r � DRAWINGS, CONNECTOR CALCULATIONS, AND ERECTION PLANS SHALL BE SIGNED AND SEALED BY TRUSS V1 } -' ._ ENGINEER AND SUBMITTED TO LOCAL BUILDING OFFICIAL FOR APPROVAL. DESIGN TRUSSES FOR LOADS SHOWN ro S } _�' ON PLANS. IN THE ABSENCE OF LOADS, USE APPLICABLE LOCAL CODE FOR LIVE LOAD AND ACTUAL WEIGHT OFtA .__ BUILDING MATERIALS FOR DEAD LOAD. USE PATTERNED AND PARTIAL SPAN LIVE LOADS WHERE REQUIRED TO ^� o PRODUCE MAXIMUM FORCE IN ANY TRUSS MEMBER. APPLY NET WIND UPLIFT ON ROOFS WHEN APPLICABLE. 0 v 2965 WEST STATE ROAD 434, SUITE 100 • LONGWOOD, FL 32779 TRUSS TOP CHORDS SHALL BE GROUP 11 SPECIES LUMBER. EXPOSED TO VIEW TRUSSES SHALL BE OF SELECT U z ° TEL 407/682-2086 a FAX 407/682-2386 WWW.SCD-ENG.COM STRUCTURAL GRADE. ALL OTHER GRADE AND SPECIES SELECTION IS AT THE DISCRETION OF THE SUPPLIER. 00 W a o 0 o e p oeo COORDINATE ALL TRUSS DETAILS WITH ARCHITECTURAL DRAWINGS. FOR CONCEALED TO VIEW TRUSSES, WEB C �000a °o� o SCQOo CONFIGURATIONS WHERE SHOWN ARE SUGGESTIONS AND MAY BE MODIFIED BY THE SUPPLIER FOR ECONOMY. 0 z PROVIDE SIMPSON "TSS" PLATE, TAR IMPREGNATED FELT PAPER, OR OTHER SUITABLE VAPOR BARRIER BETWEEN "' m o TRUSSES AND CONCRETE OR MASONRY BEARING SURFACES. PROVIDE G90 GALVANIZED HURRICANE ANCHORS o _0 o DESIGNED FOR NET WIND UPLIFT AT ALL BEARINGS, a o 0 w � o e Z 06200 GLUE LAMINATED WOOD PRODUCTS: E Q o ` TAT OF z �°`�00 R%D�°°°° THIS IS A SYSTEM OF CUSTOM ENGINEERED WOOD COMPONENTS MANUFACTURED BY BOISE CASCADE, LLC WITH ° �N °GAL S THE FOLLOWING CERTIFIED MINIMUM PROPERTIES: • VERSA -LAM 1.7 2650 SP BEAMS W Robert C. Scroggins, P.E. E = 1,700,000 PSI, Fb = 2,650 PSI, Fv = 285 PSI, Ft = 1,650 PSI, � FL Registration No. 56158 (PARALLEL) FcPARALLEL = 3 000 PSI Fc PERP. = 750 PSI ( ) U V o This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date ,a and/or Time Stamp shown using a digital signature. Printed copies of this document are not H considered signed and sealed and the signature must be verified on any electronic copies. • VERSA -LAM 1.7 2650 SP COLUMNS & STUDS °z = 1,700,000 PSI, Fb = 2,650 PSI, Fv = 285 PSI, Ft = 1,650 PSI, IZ. (0E I- Fc (PARALLEL) = 3,000 PSI, Fc (PERP.) = 750 PSI W SET DISTRIBUTIONS: Q)0 C X CL 12 OWNER REVIEW SET SEE PLAN FOR BEAM SIZES. ALL WOOD BEAMS WITH THE PREFIX PL ARE TO BE CONSTRUCTED AS PARALLAM BEAMS, TYP. (UNLESS NOTED OR DETAILED OTHERWISE) 2022 PERMIT SET .0O2/117/2021 +., U W ,3 W 0 0 aIL EJ z 0 0 U v w a 0 L z a a� z 1. Z U +� w L ° 4.° Z� SHEET REVISIONS: to Lu C 0 co +j ro u U w t U Q)a U 0. 0 C 0 0 ro > tA C W 0 ro a aW v C x a +j F N z I- t10 0 0 U w _N 3 7 0 0 Z C z EDITED BY: RCS, TLW -7 SC&D PROJECT NO. 21-020 g FORUM PROJECT NO. 4097 Q) NLU w V) a0 U z W z W General Structural to ° o a I Notes w L z +j co 4. 0 W +-+ vt U w Q) U S20.30 I 0 ° w O 77. ,"'��...$';`�'....'.;�`'a•Y`..�-j'i�'.",��+i_P�'Tir:.. ..'i��ii.��'�-�i"_I�'K-.. ,_ _ :.��;�.��,'��iR�,,.t.�-k, _, ,. -- N N O N CN 0 701 bi _ — — — — — — I I i iJ `J i I I I I 1 I I I I I 4 I 20.3 i I 20.3 I I I I I I 3 I 20.3 I I I I I 2 3 I 20.3 I I I 20.3 I F`� --�J I I I 8 20.3 L— _J L- 5 20.3 5 20.3 9 20.3 1 l Trash Compactor &Maintenance Building -Foundation Plan 20.31J SCALE: %" = 1'-0" 5 20.3 ;LM11 q6' I 11 FA .�" - .�w-m ", 5 20.3 2 � Trash Compactor &Maintenance Building -Foundation Plan 20.31% SCALE: Y8" = 1'-0" ® Key Notes Foundation Plan 1. TOP OF SLAB ELEVATION = 0'-0", TYP. (U.N.O.) 2. CONCRETE SLAB -ON -GRADE: 4" THICK (MIN.) 3,000 PSI CONCRETE SLAB ON GRADE w/ 6x6-W1.4xW1.4 W.W.F. @ MID -DEPTH OF SLAB ON 10 MIL. VAPOR RETARDER OVER WELL COMPACTED SOIL, TYP. POST -TENSION FOUNDATION ALTERNATE: GENERAL CONTRACTOR MAY PROVIDE A MONOLITHIC POST -TENSION FOUNDATION DESIGN AS A VALUE ENGINEERING ALTERNATE TO THE CONVENTIONALLY REINFORCED FOUNDATION SHOWN. IF THIS ALTERNATE IS USED, THE CONTRACTOR MUST PROVIDE COMPLETE SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA FOR REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. NOTE THAT REINFORCING STEEL FOR CURBS/ISLAND & SPREAD FOOTINGS MAY NOT BE OMITTED OR REDUCED. 3. PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATIONS w/ ACTUAL EQUIPMENT REQUIREMENTS. 4. CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL JOINTS ON SLAB SURFACE AS INDICATED ON PLANS. SEE TYPICAL CONTROL JOINT/ CONSTRUCTION JOINT DETAIL "2/S17.32", TYP. 5. EXPANSION JOINT: Y2" THICK x 4" WIDE CONTINUOUS BITUMINOUS MATERIAL WHERE SLABS ABUT EACH OTHER. 6. ALL STUD WALL SILL PLATES & OTHER MEMBERS IN CONTACT w/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, TYP. 7. EXTERIOR LOAD -BEARING CMU WALLS @ 1st FLOOR: 8" CMU w/ 9 GA. LADDER REINF. @ 16" O.C. PROVIDE #6 VERTICAL REINF. IN SOLID GROUTED CELLS @ ALL CORNERS, INTERSECTIONS, & WALL ENDS & AT 24" O.C. (MAX.). LAP 48 BAR O's ABOVE FINISHED FLOOR WHERE REQUIRED, TYP. (U.N.O.) ® Key Notes Roof Framing Plan 1. ROOF TRUSS BRG. ELEVATION = 9'-0"±, TYP. (U.N.O.) 2. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS LAYOUT, PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS SYSTEM SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA FLORIDA. 3. ROOF TRUSSES: PROVIDE ENGINEERED, PRE -FABRICATED 2x WOOD TRUSSES FOR LOADS, SPANS, & CONDITIONS SHOWN. SPACE TRUSSES @ 24" O.C. MAX. & AS REQUIRED BY TRUSS MANUF. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING, & BRACING AS REQ'D. TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NECESSARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO WOOD TRUSSES. SECURE BEARING POINTS OF EACH TRUSS w/ GALVANIZED HURRICANE STRAPS AS SPECIFIED & DETAILED. 4. ROOF SHEATHING: PROVIDE 19/2" EXTERIOR GRADE, SPAN RATED, CODE CERTIFIED O.S.B. SHEATHING w/ H-CLIPS AS REQ'D., TYP. 5. ROOF SHEATHING NAILING SCHEDULE: • NAIL @ 6" O.C. AT DIAPHRAGM BOUNDARIES, OVER PERIMETER WALLS, AND AT ALL RIDGES, HIPS,& VALLEYS. • NAIL @ 12" O.C. ALL INTERIOR SUPPORTS AND ALL OTHER PANEL EDGES. • UNBLOCKED DIAPHRAGM, USE 8d RING SHANK OR 10d COMMON NAILS w/ 1%" MINIMUM PENETRATION, TYP. 7. OVERFRAMING BY TRUSS ENGINEER. 8. TYPICAL TRUSS TO HAVE SIMPSON "H10A" @ EACH BEARING POINT, TYP 9. TYPICAL 2-PLY,GIRDER TRUSS TO HAVE SIMPSON "LGT2" & "MTS12" @ EACH BEARING POINT, & TYPICAL 3-PLY GIRDER TRUSS TO HAVE SIMPSON "LGT3-SDS2.5" @ EACH BEARING POINT, TYP. (U.N.O.) Typical Sheet Notes Foundation & Roof Framing Plans A. SEE SHEET "S20.30" FOR GENERAL STRUCTURAL NOTES, TYP. B. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, TYPICALLY. C. COORDINATE w/ SITE & CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALK, TYP. D. ALL MASONRY WALLS TO BE 8" CMU (f m = 1,500 PSI) SET IN RUNNING BOND w/ 9 GA. LADDER REINF. @ 16" O.C., TYP. SEE SHEET "S20.34" FOR TYPICAL MASONRY DETAILS. E. "P-#" INDICATES SOLID GROUTED CMU PILASTER SET IN RUNNING BOND w/ 9 GA. LADDER REINF. @ 16" O.C. SEE SHEET "S20.34" FOR MASONRY PILASTER REINFORCING DETAILS, TYP. F. SEE SHEET "S20.35" FOR COMPONENT & CLADDING DESIGN WIND PRESSURE TABLE, G. SEE SHEET "S20.35" FOR PRE -CAST LINTEL SCHEDULE, TYP. v� ro ro _0 lJ. L L 3 v U C ro L 0 U U ro C t 0 L ro ro U 0 v t N ,C L ro b 0 �4 .c0 G G CC G _v 7 ro U a. ro v Cn. G 0 U U ,v 0 L a r L 0 C 0 '4-j U U n. ro kA ro n. v v Ix '0 v 3 0 C to Iv v C C W c v 0 z 4. 0 41 ^^A .t.l a }FORUME m 0 ARCHITECTURE & Z INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830,1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL O i MAL WE IPT o r.DES 61114 o - r- F I o. v 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 z TEL 407/682-2086 ■ FAX 407/682-2386 0 WWW.SCD-ENG.COM w ®®�499�BBB9dA z ®® °SC RO ®®® O W Q A TAT 22 ° W of ® ° ®® AL Q®®®e® W Robert C. Scroggins, P.E. FL Registration No. 56158 Z This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date 0 6 and/or Time Stamp shown using a digital signature. Pdnted copies of this document are not w considered signed and seated and the signature must be verified on any electronic copies. uj SET DISTRIBUTIONS: 0 a U_ U W a to W x F 0 0 r J Z O 0 W W W a 0 Z d Z z 0 W 0 x 0 SHEET REVISIONS: W F Z EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 z z Trash Compactor & Maintenance Building - Foundation & Roof fy W z Framing Plans cc W D F- U W F- 2 U a S20.31 0 LL H ,I.d ro Y2" EXP. ISOLATION JOINT 'U SEE DETAIL - THIS SHEET PLASTIC CONTROL 6-0 MAX �; -- JT. FORMER 2'-0" TYP. 2'-0" MIN. 0 LU 0 _ - WIDTH WIDTH WIDTH LL, I- L^ 0 >z PLASTIC CONTROL TONGUE & GROOVE Z 0 Q METAL FORM SPLICE SPLICE SPLICE VULAR-- 0 DO .0 2 N JT. FORMER C2 NO WW H t v /4' THRU JOINT %4" MIN. / \ '�C, ZO LU _Z RECTANG/i` Q Z 3 V `t" CY ° ° ° ° ° a ° ° ° ° ° a F" OR ROUNiI� OJ if LU° p PNG \ \ U W ro CONSTRUCTION JOINTS I I I=1 I I-1 I I=1 1-11=1 11=1 11=1 11=1 11=1 I I I I I=1 11 f I 1=1 I I-1 I I=1 I I I I I=1 11=1 11=1 11=1 11=1 11=1 I I SEE DETAIL -THIS SHEET ''1=1 I I., (�!_! I- = -I i' -' " =1I I I U 6 MIL VAPOR BARRIER ?�, ti PLACE \ OF U O O O O O CUT BARS ON w w w w u-t LU NP, EA. SIDE OF OPENING g g g g g PROVIDE CONTROL JOINTS AT ALL COLUMNS AND OR REINFORCING - SEE L OF CASTIN LANES 20'-0" c/c. USE PREMOLDED STRIPS SCHEDULE METHOD le 30'-0" CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. SAW CUT PLAN +J NOTES: MAX. JOINT MAY BE USED IN LIEU OF PREFORMED STRIP. 7 ro 1. LANES SHALL BE CAST IN METHOD INDICATED WIDTH FOOTING WIDTH FOOTING 2-#4 AT (L OF SLAB 3 ro 2. LANES TO BE DIVIDED BY CONSTRUCTION JOINTS AT rL OF COLUMNS AND U SUB -DIVIDED AT A MAXIMUM OF 30'-0" CENTERS. O CONTROL JOINT DETAIL OB CONSTRUCTION JOINT DETAIL a a a 44 ° 3. IN AREA WHERE COLUMNS DO NOT OCCUR, PROVIDE CONSTRUCTION AND/OR I =! = - -I - N CONTROL JOINTS AS SHOWN. "-"'-"' "-"'-"' SLAB ON GRADE C 4. ALLOW 24 HOURS BETWEEN ADJACENT LANE PLACEMENT. A SECTION 1 Concrete Slab -On -Grade r2�� Slab-On-Grade Joint Detail 3 Footing Intersection Reinforcing K4 Opening In Slab -On -Grade C �S20.32 SCALE: 3/4" = 1'-0" S 2 0. 3 2 SCALE: %4 = 1'-0" S2 0. 3 2 SCALE: Y4" = I'-0" V20.32 SCALE: 3/4"= F-0" E Q) +j v v ro Uj w a_ LU °- --1 40 U PIPE THRU = z V 10'-0" MIN. FOOTING WALL Z 0 U- GROUND LINE "Q U- "'C� C CL LU BACKFILL NOTE: STEPPED FOOTING FOR UTILITIES O O O ° WHEN REQUIRED OR AS REQUIRED ON PLAN, PER SPECS D FOOTING 1 6 2 TRENCH FOOTING FINISH GRADE L-1MIN. 1 EXCAV -1 ! ° MATCH SCHED'D TRANSVERSE a B.O.F. ELEV. ° ° ° ° 4 BAR SIZE &SPACING o 1- ° v LU - Ii �I = 1 I EXISTING UTILITY, SEE a •° ° ° CONTINUE BOT. CIVIL DRAWINGS FOR a ° ro 9 O ° . REINF. OF SCHED. U Z =) I I- -III= BOTTOM OF TRENCH \ SIZE &LOCATION. ° ° 4 °° _ 0 LU _ 2 a a 4° FOUNDATION SIZE EXCAVATION SHALL NOT 1 ° • ° 4 ° ° &SPACING ,n = �- EXTEND BELOW THIS LINE d 4 ° ° ° - _llEl 4 ° . ° w DOF ° 4 ° ° °° z� L SLEEVE COMPACTED FILL 90% DENSITY ° °� ° • ° 4° , a O = ZSLEEVES 2 LARGER EQUAL CONTRACTOR TO LOCATE \ • 4 ° ° LU V +, THAN O.D. OF PIPES D + 1'-6" BOTTOM OF FOOTING ELEVATION a • ° ° U- L NOTE: THE CONTRACTOR SHALL BE TO AVOID SURCHARGING ON a O N PROVIDE SLEEVE AND CONCRETE AS SHOWN; RESPONSIBLE FOR SHORING, SHEATHING OR EXISTING SUBGRADE UTILITIES. \ 2'-0" LAP MORE THAN 3'-0" COMPACT BACKFILL OVER PIPE OTHERWISE MAINTAINING THE SIDES OF THE 0. TO 90% AS APPROVED BY SOILS ENGINEER, OR EXCAVATION FROM CAVE-INS UNTIL ALL SPLICE C USE STEPPED FOOTING BELOW PIPE. BACKFILL IS COMPLETED PER SPECIFICATIONS \ 0 EXTEND BOT. BARS � TO 3" OF END +j Typical Excavation Typical Stepped Perpendicular To Footing Excavation Parallel To Footing Footing Parallel To Existing Utilities Footing Reinforcingit 5 p g 6 g g g g g Detail S2 O. SCALE: N.T.S. (�� O a 2 SCALE: N.T.S. S� 0. 2 SCALE: Y4" = 1'-0" \S20.32 SCALE: %4" = 1'-0" +j .7 J J L 0 tn 0 Reinforced Concrete Footing Schedule MARK SIZE DEPTH REINFORCING REMARKS GRAVITY LOADING (2,500 PSF Allowable Bearing) BOTTOM TOP TRANSVERSE MF-2.5 2'-6" X 2'-6" 1'-8" (3) #5 EACH WAY ----- --'-- MONOLITHIC FOOTING PDL+LL < 15.50 Kips MF-3.0 3'-0" X 3'-0" 1'-8" (4) #5 EACH WAY ----- ----- MONOLITHIC FOOTING PDL+LL < 22.50 Kips MF-4.0 4'-0" X 4'-0" 1'-8" (5) #5 EACH WAY ----- ----- MONOLITHIC FOOTING PDL+LL < 40.00 Kips TE-0.7 8" CONT. 1'-0" (1) #4 CONT. or (1) PT CABLE ----- ----- THICKENED EDGE WDL+LL <_ 1.00 KLF TE-1.0 1'-0" CONT. (MIN.) 1'-8" (MIN.) (2) #4 CONT. or (1) PT CABLE (1) #4 CONT. ----- THICKENED EDGE WDL+LL <_ 2.50 KLF TE-1.3 1'4' CONT. (MIN.) 1'-8" (MIN.) (2) #5 CONT. or (1) PT CABLE ----- ----- THICKENED EDGE WDL+LL < 3.25 KLF TE-1.5 1'-6" CONT. (MIN.) 1'-8" (MIN.) (2) #5 CONT. or (1) PT CABLE (1) #4 CONT. ----- THICKENED EDGE WDL+LL <_ 3.75 KLF TE-2.0 2'-0" CONT. (MIN.) 1'-8" (MIN.) (3) #5 CONT. or (1) PT CABLE ----- ----- THICKENED EDGE WDL+LL <_ 5.00 KLF TS-1.5 1'-6" CONT. (MIN.) 1'-0" (MIN.) (2) #5 CONT. or (1) PT CABLE (1) #4 CONT. ----- THICKENED SLAB WDL+LL 5 3.75 KLF TS-2.0 2'-0" CONT. (MIN.) 1'-0" (MIN.) (3) #5 CONT. or (1) PT CABLE ----- ----- THICKENED SLAB WDL+LL <_ 5.00 KLF FTS-2.5 2'-6" CONT. (MIN.) 1'-0" (MIN.) (4) #4 CONT. or (1) PT CABLE ----- ----- THICKENED SLAB WDL+LL <_ 6.25 KLF 3 d J } m tJ W L 0 tr o_ L U Z z Lu W 0 0 th W i- z N Z O U U 0 0 LU W } Z Q U z NOTES: LOCATION OF CURBS, TYP. . SEE CURB DET. FOR #4 HORIZ. C 1. IF THE CONTRACTOR CHOOSES TO USE THE POST -TENSIONED SLAB V.E. OPTION, THE DELEGATED POST -TENSION SPECIALTY ENGINEER MUST SUBMIT COMPLETE SIGNED & SEALED CALCULATIONS FOR ALL FOOTING/SLAB DESIGNS AS 2. PROVIDE INSERTS AS REQ'D BY BAR REQUIREMENTS W WELL AS SIGNED & SEALED SHOP DRAWINGS TO THE ARCHITECT & ENGINEER OF RECORD FOR REVIEW & APPROVAL PRIOR TO CONSTRUCTION. CALCULATIONS MUST ADDRESS BOTH GRAVITY LOADS & WIND LOADS APPLIED TO THE ARCH & MECH. DRAWINGS, TYP. . SLAB REINF. NOT SHOWN FOR BUILDING INCLUDING CONCENTRATED LOADS AT ISOLATED FOOTINGS AS WELL AS UNIFORMLY DISTRIBUTED ALONG THE CONTINUOUS INTERIOR & EXTERIOR FOOTINGS. Q o CLARITY 2. THE SIZE & REINFORCING FOR ISOLATED SPREAD FOOTINGS NOTED ON THE FOUNDATION PLANS MUST BE MAINTAINED & MAY NOT BE REDUCED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM SC&D. w 3. ALL FOUNDATION DESIGNS MUST COMPLY w/ ALL APPLICABLE CODES AS WELL AS THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL ENGINEERING REPORT NOTED ON SHEET S3.01, TYP. ANY DEVIATIONS FROM THESE C z RECOMMENDATIONS MUST BE ACCOMPANIED BY A WRITTEN AUTHORIZATION FROM THE GEOTECHNICAL ENGINEER OR THE SUBMITTAL WILL BE REJECTED. Typical Concrete Curbs & 0 9 Concrete Footing Schedule 10 Island @ Slab -On -Grade v F- g U \S220.32 SCALE: N.T.S. \S20.32 SCALE: %4" = 1'-0" C 0 0 LL ro U #4 CONT. @TOP OF CURB w/ CURB WIDTH AS REQUIRED„ CORNER BARS AS REQ'D., TYP. - 6 MIN 8" MAX.. L1 1 #4 CONT. IN U -� CONCRETE SLAB SLAB, TYP. 1` ° PER PLAN, TYP. ro v d � C 4 4 -"' be DOWELS w/ STD. HOOK BOTTOM @ 24" O.C., TYP. r CURB N i-d 144 CONT. AROUND PERIMETER. N LAP 1'-6" AT CORNERS, TYP. (U.N.O.) b4 SEE ARCH. v 1 CLR. CONCRETE SLAB 3 PER PLAN, TYP. d a 4 d 4 d Q d 4 d %A STD. 900 HOOK, TY6x6-W1.4xW1.4 W.W.F. #4 DOWELS AT N 1 #4 CONT. IN SLAB, TYP. 16" C NOTES: ISLAND SEE ARCH FOR SIZE AND LU FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I KITERIOR DESIGN 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL TU AL <,01,41 2965 WEST STATE ROAD 434, SUITE 100 a LONGWOOD, FL 32779 TEL 407/682-2086 a FAX 407/682-2386 WWW.SCD-ENG.COM p a Op 158 o �%7, ' 2 o TAT OF G � �o ONAL oJ§H Wo Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: RCS, TLw SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Structural Sections & Details S20.32 #6 VERT. @ 24" O.C. IN SOLID GROUTED CELL, TYP. FIN. GRADE PER SITE/CIVIL PLAN STD HOOK BOTTOM DOWELS TO MATCH & ALIGN w/ VERT. REINF. LAP 48 BARS O's, TYP. 12" EXPANSION JOINT 4" CONC. SLAB & REINF. PER PLAN T.O. SLAB SEE ARCH. I� I� �I � I-1 VAPOR BARRIER =III- d ° d ° a U° m d d m 3' C R. EQ. EQ. 2'-0" CONT. 1 Section S20.3 3 SCALE: Y4" = F-0" #6 VERT. @ 24" O.C. IN SOLID GROUTED CELL, TYP. 4" CONC. SLAB & REINF. PER PLAN + ` d VAPOR BARRIER I I ,, r (3) #5 CONT. w/ #4 @ 16" O.C. TRANSVERSE, TYP. @ CMU Wall STD HOOK BOTTOM DOWELS TO MATCH & ALIGN w/ VERT, REINF. LAP 48 BARS O's, TYP. %" EXPANSION JOINT 4" CONC. SLAB & REINF. PER PLAN T.O. SLAB +- + ° + d a— + SEE ARCH. VAPOR BARRIER d ° d O ° ° ° d ° V ° cn d d ed 3" C R. EQ. EQ. 2'-0" CONT. 09 3 Section SCALE: 3/4"= 1'-0" 520.33 FIN. GRADE PER SITE/CIVIL PLAN (3) #5 CONT. w/ #4 @ 16" O.C. TRANSVERSE, TYP. @ CMU Wall 6" THICK CONC. SLAB & REINF. PER PLAN, TYP. (4" SLAB @ "SIM.") BRIG. WALL BEYOND PER PLAN, TYP. 4" CONC. SLAB & 245 CONT. X OPENING REINF. PER PLAN WIDTH, TYP. T.O. SLAB +-+ - SEE PLAN ° °d 8" CMU, TYP.-� VAPOR BARRIER, TYP. #4 DOWEL @ 16" O.C. IN SOLID d GROUTED CELLS POURED d a MONOLITHIC w/ SLAB. PROVIDE ACI o d STD. HOOK. TOP & BOTTOM, TYP. V M 4 ° N. 8d d m 3" C R. EQ EQ (3) #5 CONT. w/ #4 @ 16" O.C. TRANSVERSE, TYP. 2'-0" CONT. 2 Typical Interior Footing @ Corridor 2 0.3 3 SCALE: 3/4" = 1'-0" FILL PIPE BOLLARD w/ CONCRETE I �? & DOME PER ARCH. DWGS., TYP. d °d ° d d d 6"0 PIPE BOLLARD PER o ARCH. DWGS., TYP. `t °° 6" THICK CONC. SLAB & REINF. PER PLAN, TYP. T.O. SLAB SEE ARCH. d d d ° 16" 0 FOOTING @ �t BOLLARD, TYP. N L4, 4 ° d - ° ° 4 Section @ Bollard S2SCALE: Y4" = 1'-0" 0.3 3/ 244 CONT. IN - SOLID GROUTED BOND BEAM FIN. GRADE PER SITE/CIVIL PLAN #6 VERT. @ 24" O.C. IN SOLID GROUTED CELL, TYP. STD HOOK BOTTOM DOWELS TO MATCH & ALIGN w/ VERT. REINF. LAP 48 BARS O's, TYP. 1z" EXPANSION JOINT 6" CONC. SLAB & REINF. PER PLAN, TYP. ° +— + t-4+ d — t—°+— J d —I ° 1=� I I I II VAPOR BARRIER ° d ° ° ° ° d ° gd a d 3" CLR. EQ. EQ. 3'-0" CONT. 2-#4 CONT. IN SOLID GROUTED BOND BEAM #6 VERT. @ 24" O.C. IN SOLID GROUTED CELL, TYP. STD HOOK BOTTOM DOWELS TO MATCH & ALIGN w/ VERT. REINF. LAP 48 BARS O's, TYP. %" EXPANSION 6" CONC. SLAB & JOINT REINF. PER PLAN, TYP. T.O. SLAB SEE ARCH. d ° ° ° ° 4 —t —+4 —+ °—+ °+ a t— += t—d is -�-� �- III-�-� (�-1 VAPOR BARRIER VAPOR BARRIER � ° d ° d ° d ° ° V ° rn ° d ° 3" CLR. (4) #5 CONT. w/ #4 @ 16" O.C. EQ. EQ. TRANSVERSE, TYP. 01 T-0" CONT. 7 Wall Section SCALE: Y4" = P-0" 520.33 244 CONT. IN - SOLID GROUTED BOND BEAM HANDRAIL & CONNECTION PER ARCH. DWGS., TYP. 145 CONT., TYP. CONC. SLAB W.W.F. T.O. SLAB � V SEE ARCH. °d ° ' + + + -a-� +�- + + + + d + + + d -77 —� 1—T 1—III- 1 1 l=1 VAPOR RETARDER"—� FINISHED — GRADE SEE CIVIL DWGS. #6 VERT. @ 24" O.C. IN SOLID GROUTED CELL, TYP. Q) 4-1 +j 1A ro L _0 !L 01 C +j 3 U U C 0 U U ro 0 ro ro U 0 0) C 4, C ,c T.O. SLAB ) SEE ARCH. y ro 0 U V (4) #5 CONT. w/ #4 @ 16" O.C. C A TRANSVERSE, TYP. 8 Wall Section SCALE: Y4" = 1'-0" 520.33 �#6 VERT. @ 24" O.C. IN SOLID GROUTED CELL, TYP. STD HOOK BOTTOM DOWELS TO MATCH & ALIGN w/ VERT. REINF. LAP 48 BARS O's, TYP. Y2" EXPANSION JOINT CONC. SLAB & REINF. PER PLAN ° d ° ° +— t— d d d -III—_ III I I-i VAPOR RETARDER a d d t t a t + t + ° d -A° ° d ° 4 ° —III-III-III III— _ O 4 ° ° - O - ° ° ° d IIIIi VAPOR BARRIER V ° ed °° 1 3' C R. 3" CLR. v g" #4 CONT. BOTTOM, TYP. - EQ. EQ. 3-#5 CONT. w/ #4 @ EQ. EQ. in 18" O.C. TRANSVERSE ol 1'-8" CONT. T-0" CONT. 5 Typical Thickened Slab 9 Section @ Wall & Landing/Railing 52 0. 3 3 SCALE: Y4 = 1'-0" 52 0. 3 3 SCALE. Y4' = 1'-0" 445 CONT. w/ #4 @ 16" O.C. TRANSVERSE, TYP. T.O. SLAB SEE ARCH. E E c — N ro U a ro v C 4J L 3 a E 0 U 4-j U v 0 ra .4. 4J O C 0 ro U L= ,V a C ro ro a. N 04 Q) 0, - Q) C' W b4 0' N .0 P 4. 0 4� C 4.j 0 a J Y t)] W FORUME ARCHITECTURE & z INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL I - -; 2965 WEST STATE ROAD 434, SUITE 100 . LONGWOOD, FL 32779 TEL 407/682-2086 111 FAX 407/682-2386 WWW.SCD-ENG.COM i o�Og�,�80�Bp�OPdP ono a sc�O��o�� E o N o o 0 e e ��7 o`er a TiAT OF C9� RMP- �ON L eaa000e��°° Robe . Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be venfled on any electronic copies. SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 0 W Structural Sections & 0 Details W I— z co W 1 D h U W i- T U z ::) S20-33 fy LL 0 N N O N ty N 0 ro #5 @ 32" O.C., TYP. r-4" ro SPLICE OR L-BAR 'L TYPICAL GRE TRUSS O . '.. '.', D C1 D D D D DLADDER REINF. FOR ALL C.M.U. WALLS, SPACED AT 7'-4" c/c VERTICALLY. 1L ADDITIONAL LAYERS ABOVE AND BELOW C ❑ ❑ WINDOW AND/OR DOOR OPENINGS, TYP. MINIMUM 6: LAP SPLICES r T77 1'-4" STD. HK. OR L-BAA *' Z CONC. FILLED CELL v ALTERNATE COURSES w/ VERTICAL REINF. - a ❑ OF 8" C.M.U. T & B BARS, AS TD. HK. OR L-BA u SEE PLAN & SCHEDULE 0 f; SHOWN IN BEAM C (#5 VERT. @ 32" O.C., TYP. U.N.O.) ❑ ❑ CONT. BACKER ROD & SEALANT - ND ro L TYP. BOTH FACES OF C.M.U. 0 NOTES: U U D-CI DG D DO D 1. VERTICAL BAR AND FILLED CELL ALWAYS REQUIRED AT CORNERS, WALL ENDS, AND EACH SIDE OF OPENINGS, TYP.4OJC� CONC. C r T & B BARS, AS FILLED CELL w/ VERTICAL 2. DISTRIBUTE ODD SPACES EVENLY BETWEEN CORNERS AND F-1 OPENINGS, TYP. L ALL LADDER REINF. TO CONTINUE CONC. FILLED CELL w/ VERTICAL REINF. EXTENDING SHOWN IN BEAM REINF. EXTENDING THRU BEAM. TYPICAL THIS PROJECT. 4j 'y 0 4 CONTROL JOINT @ 30'-0" O.C. (MAX) —& TO ENDS OF WALLS & INTERSECTIONS THRU BEAM. TYPICAL THIS .0 3. EMBED VERTICAL REINFORCING CLASS'B' LAP + 3" INTO CONCRETE, WALL REINFORCING TO BE FULL BAR DEPTH + STD, HOOK INTO 811 COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS PROJECT. � ro FOOTINGS, TYP. � ro NOTE: CUT LADDER REINF. @ U 4. PROVIDE 48 BAR DIAMETER LAPS INTO MASONRY WALLS FIRST CONTROL JOINT 0 COARSE w/ FULL MORTAR BED, TYP. N 5. LAY MASONRY INRUNNING BOND, TYP. (U.N.O.) Typical Masons Wall vp v intersection Typical Masons vp v Beam Intersection L 0 ri"*4 Typical Masonry Wall Reinforcing 2 Control Joints in Masonry Walls 3 &Corner Reinforcing Detail q. &Corner Reinforcing Detail 2 0.3 4 SCALE: %a" = 1'-0" 20.34 SCALE: %a" = 1'-0° 2 0. 3 4 SCALE: %a" = 1'-0" 20.34 SCALE: 3/a" = 1'-a" L v v '0 ro NOTE: STOP GROUT POUR IY2" (MIN.) BELOW DO NOT GROUT UNTIL MORTAR HAS 7%° 244 CONT. 00 --- 7 " ;0- - 0 U TOP OF MASONRY UNIT IF POUR IS 145 CONT. b0 SET SUFFICIENTLY TO WITHSTAND THE OR MORE THAN ONE PRESSURE OF THE GROUT. WAIT STOPPHOUR, —d—�—� NOTE: TYP. g MINIMUM OF 24 HOURS, TYP. g L DO NOT GROUT UNTIL MORTAR HAS KO-1 KO-1 (ALTERNATE) I SET SUFFICIENTLY TO WITHSTAND WINDOW ~ THE PRESSURE OF THE GROUT. WAIT OPENING ,Q MINIMUM OF 24 HOURS, TYP. 8" or 12" CMU SEE PLANS AND DETAILS FOR LOCATION AND REINFORCING MAX. HEIGHT OF LIFT = 5'-0" POUR SEE PLANS AND DETAILS FOR �_ LOCATION AND REINFORCING b b — WALL BEYOND VERT. REINF. IN SOLID 75/ 7�e E c OF GROUTED CELLS, TYP. MAX. HEIGHT OF = 24'-0". MECHANICALLY CONSOLIDATE EACH LIFT 3-5 MINUTES AFTER OF GROUTED CELLS, TYP. 1 „ STOP GROUT POUR 1/ (MIN.) BELOW TOP OF CONCRETE MASONRY UNIT. V _ O Z 0 Z Z w GROUTED CELL ADJACENT TO ° OPENINGS, TYP. (U.N.O.) V p Z o Z Z w -- L G E LIFT 15 POURED CONSTRUCT NEXT 5'-0" OF WALL AFTER n O I a- O - �D O J 2-#4 CONT. - �D O -� 1-#5 CONT. PROVIDE 48 BAR 0 LAPS, TYP. PROVIDE 48 BAR 0 LAPS, TYP. LOWER SECTION IS GROUTED, TYP. � ( � � TOP & 80T. v � TOP & BOT. � NOTE: T.O. CMU --- - - RECONSOLIDATE THE GROUT AFTER a SEE ARCH. >o a ALLOWING THE EXCESS WATER TO BE ---- =- ----------- °-- U ABSORBED BY THE MASONRY UNITS (3 TO 5 MINUTES) MAX. HEIGHT OF LIFT = 5'-0" "KO-1" BB-1 BB-1 (ALTERNATE) a 11 GROUT TO CONFORM TO ASTM C476-83. SUBMIT MIX DESIGN FOR PROVIDE 4 x6 CLEANOUT HOLE @ NOTE: IN 8" CMU or "KO-2" IN 12 CMU UP TO or WIDE OPENING. EXTEND 4 MIN. i 7Y8" @ RB-1 11%" @ RB-2 CONC. CAP POURED BEAM CONC. CAP 7j8' POURED w/ BEAM ro v REVIEW. MAXIMUM AGGREGATE SIZE _ EACH REINF. CELL & REMOVE ALL %" (#8). SLUMP = 8" TO 10". DO NOT GROUT TO CONFORM TO ASTM -476-83. SUBMIT MIX DESIGN FOR RECONSOLIDATE THE GROUT AFTER INTO VERT. FILLED CELL, TYP.' w1 C +' DEBRIS INSIDE CELLS. SEAL PRIOR USE SAME MIX AS USED FOR TIE BEAMS. TO GROUTING, AFTER INSPECTION. 'EVIEW. MAXIMUM AGGREGATE SIZE = ALLOWING THE EXCESS WATER TO B ABSORBED BY THE MASONRY UNITS CONT. LATH TO RETAIN ° ° X ¢ • 2-#4 CONT. IN CAP >< ¢ 1-#5 CONT. .0 y $" (#8). SLUMP = 8" TO 10". DO NOT )SE SAME MIX AS USED FOR TIE BEAMS. (3 TO 5 MINUTES) GROUT IN UPPER COARSE, TYP. �t • ° (2-#5 CONT. @ RB-2) o --- IN CAP It Z) - 3 Q a a a VERT. REINF. PER PLAN wl Z oOc O v Z oOc O 1-#5 CONT. V TOP & BOT. �' a 4 a a 4 a a STD. HOOK @ TOP INTO --- G 44 as BOND BEAM, TYP, 2-#4 CONT. TOP & 0 a4 Q a a4 a a BOT. (245 CONT. U a Q a s a s a a s RB-1/RB-2 TOP & BOT. @ RB-2) RB-1 (ALTERNATE) U v a a 0 5 Typical High Lift Grouting Detail 6 Typical Low Lift Grouting Detail 7 Typical Bond Beam @ Window Sill K008 Masonry Beam Sections a 2 SCALE: Y4' = P-0" 0.34 SCALE: Y4' = 1'-0" 20.34 2 O 4 SCALE: %4" = 1'-0" SCALE: %4" = P-0" 20.3 . L 0 to 0 4 PIER BONDED PIER (COURSES 16" GROU ED SOL D U SHALL ALTERNATE), TYP. FULL HEIGHT U N 0. a N 4 O ° � z C ro (2) #6 VERT. FULL HEIGHT w/ to C CMU PILASTER "816° DOWELS TO FOOTING, TYP. ro a. .0 PIER 16" NOM. b4 .0 v ROUTED SOLID FULL HEIGHT 0 o C (4) #6 VERT. FULL HEIGHT V DOWELS TO FOOTING, i & I w/ a a TYP. LUT _ N ONV— C W CMU PILASTER "P1616" C 0 r +j 4. 0 9 Reinforced CMU Pilsater Detail to v I S2 .34 SCALE: �,,=1,_0rr .0 v +j 0 3 Q J } ❑1 O W F 0 0 IL IL Z 0 N W U Z z 2 W W 0 0 0 a W Z U z z U 0 W 0 O E W 1— z cc W af U W 2 U a D O LL O FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHRECTURE I SITE# M DESIGN 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL is UY FOR 'PiCEPTS i..w '-4- - rapt, i f 2965 WEST STATE ROAD 434, SUITE 100 ® LONGWOOD, FL 32779 TEL 407/682-2086 r FAX 407/682-2386 WWW.SCD-ENG.COM ��00000000�o�ao� C. SDO, �o�o 0 Duo E�� 0 � o o7A ° 2D97/22 o°DWG o OD TAT OF 0 ��749 DND Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Structural Sections & Details S20.34 8" CMU LINTEL SCHEDULE 41men SAFE GRAVITY LOADS (PLF) SAFE LATERAL LOADS (PLF) SAFE UPLIFT LOADS (PLF) TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB 8U8 8F8 REINF. CMU* 8F8-IT 8F12-1T 8F16-1T 8F20-IT 8F24-IT 8F28-IT 8F32-1T 8F8-1B 8F12-IB 8F16-IB 8F20-1B 8F24-1B 8F28-1B 8F32-16 8F8-2T 8F12-2T 8F16-2T 81720-2T 81724-2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 1293 1642 2135 1972 3173 4460 5747 7034 8321 9608 3069 4605 6113 7547 8974 10394 11809 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 1025 1024 1830 1569 2524 3547 4569 5591 6613 7636 3069 4605 6113 7547 8974 10394 11809 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 765 763 1365 1363 2192 3079 3966 4853 5740 6627 2693 4605 6113 7547 8974 10394 11809 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 592 591 1057 1207 1940 2724 3508 4292 5077 5861 2189 4375 6113 7547 (7) 8672 10294 11609 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3723 3686 4249 411 411 734 1016 1632 2290 2949 3607 4265 4924 1663 3090 5365 7547 (36) 7342 (t9) 8733 (i9) 10127 (t9) 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 340 339 607 909 1492 2093 2694 3295 3897 4498 1451 2622 4360 7168 (45) 6036(19) 7181 (19) 8328 (2o) 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 507 721 483 835 (12) 1340 1880 2419 2959 3498 4038 1238 2177 3480 5381 8360 10394(32) 8825 (14) 835 1340 1880 2419 2959 3498 4038 " 7 -6n (90) PRECAST 743 1011 1729 2632 2205 2698 3191 3685 424 534 357 727 (23) 1021 1634 (t2) 2102 (n) 2571 po) 3039 (so) 3508 (9) 1011 1729 2661 3898 5681 8467(44) 6472 (is) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 326 512 227 591 680 1133 (15) 1471 (15) 1811 (15) 2152 (16) 2494 (i5) 752 1245 1843 2564 3486 4705(37) 6390(47) 591 851 1326 1705 2084 2463 2842 " 10-6„ (126) PRECAST 475 535 890 1247 2093 2777 2163 2536 284 401 178 530 552 914 (15) 1185 p5) 1458 p5) 1732 (15) 2007 (is) 643 1052 1533 2093 2781 3643(38) 4754(45) 530 686 1183 1526 1865 2204 2544 11-4 (136) PRECAST 362 582 945 1366 1846 2423 3127 4006 260 452 152 474 485 796 (15) 1034 (t5) 1272 (15) 1510 p5)j 1749 (15) 582 945 1366 1846 2423 3127 4006 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 244 402 135 470 ( 9) 441 723 ( 14) 936 (14) 1151 ( 15) 1366(15) 1582 (15) 540 873 1254 1684 2193 2805 3552 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 217 324 109 418 (15) 373 606 14) 783 (14) 962 (14) 1141 (14) 1321 (14) 471 755 1075 1428 1838 2316 2883 428 455 770 1145 1444 1 1718 1993 14'-0" (168°) PRECAST 279 424 706 1002 1326 1697 2127 2630 205 293 98 384 15) ( 346 559 14) t 723 04) 887 (14)(4) 4) 1052 1218 m) ( 442 706 1002 1326 1697 2127 2630 410 420 709 1050 1434 (e) 1694 (8)1 1954 (� (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. 8 CMU LINTEL w/ 2 RECESS D00RU-LINTEL SCHEDULE Rfti C�-C SAFE GRAVITY LOAD PL O S F SAFE LA ERAL LOADS (PLF) SAFE UPLIFT LOADS PLF TYPE LENGTH 8RU6 8RF6-OB 8RF10-0B 8RF14-08 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RU6 8RF6 REINF. CMU* 8RF6-IT SRF10-1T BRF14-IT 8RF18-IT 8RF22-IT 8RF26-IT 8RF30-IT 8RF6-iB 8RF10-1B 8RF14-1B 8RF18-IB 8RF22-1B 8RF26-IB SRF30-IB 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 758 757 1365 905 1748 2635 3522 4409 5296 6183 1891 3699 5206 6639 8060 9479 10893 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 1494 1596 3063 2992 3963 4946 5924 6904 694 693 1249 867 1675 2525 3374 4224 1 5074 5924 1756 3699 5206 6639 8060 9479 10893 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 408 407 734 675 1301 1960 2618 3277 3935 4594 1167 2481 4567 6389 8060(34) 7917 p9) 9311 p9) 675 1301 1960 2618 3277 3935 4594 5-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 382 381 687 655 1262 1900 2538 3176 3815 4453 1113 2342 4242 6639 (jo) 8060(39) 7402 (i9) 8706 (19) 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 595 788 510 570 1012 1651 2204 2758 3312 3865 901 1825 3120 5048 7915 9479 10893(32) 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 509 674 393 506 797 1462 ( s) 1952 f4 2442 (6) 2931 (6) 3257 755 1490 2459 3776 5743 8998 (t9) 10893(o)) 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 370 490 227 395 491 931 p2) 1301 ps) 1640 p5) 1980 p5) 2322 p6) 526 999 1 1568 1 2253 3129 1 4150 5891(47) 1 395 589 1 113 1 1514 1 1893 1 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. CODE DESIGNATION F = FILLED w/ GROUT QUANTITY OF #5 FIELD U = UNFILLED ADDED REBAR @ TOP S = SOLID 8F16-1B/1T NOMINAL WIDTH (IN.) NOMINAL HEIGHT (IN.) QUANTITY OF #5 FIELD ADDED REBAR @ BOTTOM OF LINTEL CAVITY NOTE: G.C. TO COORDINATE LOCATION OF RECESS DOOR HEADER w/ ARCH. DWGS., TYP. GENERAL NOTES FOR LINTELS: MATERIALS: 1. fc PRECAST = 4000 PSI. 3 2. GROUT = PSI w MAXIMUM AGGREGATE TYP. fc G OU 3000 / /s 3. CMU PER ASTM C90 w/ MINIMUM NET AREA COMP. STRENGTH = 1900 PSI. 4. REBAR PROVIDED IN PRECAST PER ASTM A615 GRADE 60. 5. FIELD REBAR PER ASTM A615 GRADE 60. 6. MORTAR PER ASTM C270 TYPE M OR S. STRUCTURAL NOTES: 1. SHORE PRECAST AT 6-0" O.C. 2. SAFE LOAD VALUES BASED ON NOMINAL 8" MINIMUM BEARING, TYP. 3. FOR COMPOSITE HEIGHTS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LOWER HEIGHT. 4. FOR LENGTHS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LARGER LENGTH. 5. ALL SAFE LOADS ARE EXPRESSED 1N POUNDS PER LINEAR FOOT. 6. COMPOSITE BEAM SAFE LOADS ARE BASED ON ONE #6 FIELD REBAR IN BOTH TOP AND BOTTOM. 7. SAFE LOADS RATINGS PER ACI 318 AND ACI 530. I '� Typical Pre -Cast Lintel Schedule &Details By Cast -Crete 20.35J SCALE: Y4" = 1'-0" N N O IN N O j F- I NOTE: CONTRACTOR MAY SUBMIT ALTERNATE TO SC&D IN WRITING FOR APPROVAL, TYP. I GABLE ROOF HIP ROOF 3e 1 2e 1 2e 1 3 -I------------- - - - - - - - /-- - I i /2r -I------------- co 3r I 2r 1 2r i� I O 12e 3r I 2r (0 2r \ -I-------- \ 2n I lO l) \ Zr I I 1 \ I -I------------ 1 - --- 3e I 2e 2e 3 a a `� Component & Cladding Wind Pressures for 1-Story Amenity Buildings Ultimate Wind Speed Vult - 139 MHP/Nominal Wind Speed: VASD = 108 MHP Mean Roof Height = 15.0 Feet Tributary Ultimate Design Wind Pressure (LRFD) Nominal Design Wind Pressure (ASD) Zone Area (SF) Positive Pressure Negative Pressures Positive Pressure Negative Pressures 1 10 + 26.3 PSF - 41.8 PSF + 15.8 PSF - 25-1 PSF 1 20 + 24.0 PSF - 40.7 PSF + 14.4 PSF - 24.4 PSF 1 50 + 20.9 PSF - 39,1 PSF + 12.6 PSF - 23.5 PSF 1 100 + 18.6 PSF - 38.0 PSF + 11.2 PSF - 22.8 PSF d : > � 0 ..::...,:. ; I :...: .. ter ......:::.:.:..... >:. 3* 10 + 26.3 PSF - 72.8 PSF + 15.8 PSF - 43.7 PSF 3* 20 + 24.0 PSF - 67.0 PSF + 14.4 PSF - 40.2 PSF 3* 50 + 20.9 PSF - 59.3 PSF + 12.6 PSF - 35.6 PSF 3* 100 + 18.6 PSF - 53.4 PSF + 11.2 PSF - 32.1 PSF END ZONE a = 4-0 Fr 2 Florida Building Code Component & Cladding Wind Design Pressures S20.35 % SCALE: N.T.S. h Q) ro ro 0 F 4-1 U ro 0 U 4-1 L r ro ro U 0 r ++ .0 7 v C G L v +j v 7 V1 ro '0 0 0C4 G C OJ .0 ro a ro v r +r 3 a E 0 U +j U v 0 L a 1A L 0 4. 1A C 0 ro U U v a V1 (a V) C ro a v r v 00 v 3 0 C V V) L. Q) Q) C 00 C I.1 C 00 v 0 v r +1 4. 0 v L Q) JC 3 a J } RI W af ARCHITECTURE & z INTERIOR DESIGN, INC. U Z Z N W 0 0 fy W z Z 05 T. ri _�:�I►.� _:�«.ill-,yl :� �Ilds.�.: �. `: :� 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City pof Ze hY rhills FL i __ _ a 2965 WEST STATE ROAD 434, SUITE 100 . LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM 0 e � o � TAT ��OF o L 0 ONAL aP91r01��40� Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO, 21-020 FORUM PROJECT NO, 4097 z F) W0 Structural Sections & W Details W F_ z ra W U W f- U S20.35 ry W 0 N N O N N 0 v ROOF TRUSS NOTES: +j ro 20 PSF ROOF LIVE LOAD (REDUCIBLE) 4-j 1. PREFABRICATED WOOD ROOF TRUSSES SHALL BE DESIGNED FOR THE DEAD, LIVE AND WIND V) LOADS SHOWN AND ALL COMBINATIONS OF THESE LOADS AS SET FORTH IN THE FLORIDA SHEATHING ro 'CS BUILDING CODE. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL DESIGN CRITERIA. TRUSS C.B. FABRICATOR SHALL SUBMIT S&S SHOP DRAWINGS & DESIGN CALCULATIONS SEALED BY A 0 10 PSF TOP CHORD DEAD LOAD, TYPICALLY PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED FOR 2x4 DIAGONAL BRACE (DB) @ U. (15 PSF TOP CHORD DEAD LOAD @ OVERFRAMED AREAS) REVIEW PRIOR TO TRUSS FABRICATION. EA. END WALL AND @ 20'-0" v 10 PSF BOTTOM CHORD DEAD LOAD, TYPICALLY 2. ROOF DEAD LOADS SHOWN SHALL BE DIVIDED EQUALLY BETWEEN TOP AND BOTTOM MAX. INTERVALS ALONG LATERAL BRACE. +� CHORDS TO ACCOUNT FOR DEAD LOAD OF ROOFING AS WELL AS HANGING MECHANICAL AND CEILING DEAD LOADS. .0 tj 3. WIND LOADS SHOWN ARE FOR WINDS APPROACHING FROM THE LEFT OF THE TRUSS � � CONTINUOUS LATERAL BRACE (CB) ASREQUIRED BY TRUSS DESIGN AND 3 ELEVATIONS SHOWN. FABRICATOR SHALL DESIGN AND FABRICATE ALL TRUSSES FRAMING PLAN U SYMMETRICALLY (REVERSE WINDWARD AND LEEWARD WIND LOADINGS) THEREBY WIND A'sF ACCOUNTING FOR WIND LOAD IN THE OPPOSITE DIRECTION. A MAXIMUM OF 10 PSF DEAD LOAD MAY BE USED TO RESIST UPLIFT, TYP. ro DIRECTION0. OAS? �Gl PLO �� O10 4. SEE ARCHITECTURALFOR U �1;9 ADDITIONAL DEAD LOADS�ON TOP OR BOTTOM CHORDS OF TRUSSES DU Ol MEC ANICAAL EQUIPMENT, WHERE APPLICABLE.450 WEB MEMBER ± ro i CONTINUOUS BOTTOM BRACE (BB) D.B. B.B. 5. MAXIMUM TRUSS SPACING 1S T-0", TYPICALLY. "PSF" LOADINGS SHALL BE MULTIPLIED AS REQ'D BY TRUSS DESIGN & SEE NOTE #8 ACCORDINGLY IN ORDER TO OBTAIN "PLF" TRUSS LOADINGS. FRAMING PLAN AND NOT MORE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO BRACING WOOD TRUSSES. PLATE WSTITUTE). INSTALL BRACING AS ,� THAN 10 FT. O.C. COMMENTARY AND RECOMMENDATION, BWT-76 (TRUSS L. 6. POINT LOADINGS WHICH ARE GENERATED BY SPECIAL TRUSS CONFIGURATIONS HAVING THE TRUSSES ARE ERECTED. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THE 0 TRIBUTARY WIDTHS GREATER THAN 2'-0" (HIP TRUSSES, TRANSFER TRUSSES, ETC.) SHALL BE CEILING CONSTRUCTION LOAD SHALL BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES AND C ACCOUNTED FOR IN TRUSS DESIGN, AND MAGNITUDE OF SUCH OF SUCH POINT LOADS SHALL I SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY BE CLEARLY NOTED ON SHOP DRAWINGS. TRUSSES SHALL ACCEPT POINT LOADS FROM CONSTRUCTION MATERIALS (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACES ON THE TRUSSES IN ro ADJACENT TRUSSES AT TRUSS PANEL POINTS ONLY. ANY ONE AREA & THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID ro OVERLOADING ANY ONE TRUSS. U SEE NOTE #4 7. COORDINATE ROOF CONFIGURATION, SLOPE, DIMENSIONS, OVERHANGS, HIPS AND VALLEYS O WITH ARCHITECTURAL DRAWINGS, TYPICALLY. 2• ALL BRACING (DB,CB,BB) SHOWN IN THE FRAMING PLAN SHALL BE IN ADDITION TO CONTINUOUS SUPPORT POINTS, TYPICALLY LATERAL SPECIFIED BY THE TRUSS MANUF. ALL LATERAL BRACING SPECIFIED SHALL HAVE ADDITIONAL � 8. TRUSS WEB CONFIGURATIONS SHOWN IN TRUSS ELEVATIONS ARE SCHEMATIC IN NATURE, DIAGONAL BRACES @ 20'-0" MAX. +j FINAL LOCATION AND CONFIGURATION OF TRUSS WEB MEMBERS SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL SPACE REQUIREMENTS. 3, ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER AND SHALL BE ATTACHED WITH 2-16d NAILS ,p ri Pre -Engineered Wood Trusses 9. PERMANENT TRUSS BRACING AND BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH 2 Typical Wood Truss Bracing @ EA. TRUSS INTERSECTION. Q) TRUSS PLATE INSTITUTE IN ORDER TO PROVIDE ADEQUATE LATERAL WIND STABILITY FOR S20.3 6 SCALE: %4" = 1'-0" TRUSS SYSTEM, TYPICALLY. 6 SCALE: N.T.S. S2 c E •3 v ro v GIRDER TRUSS O U NOTE: G.C. TO COORDINATE HOLD DOWN LOCATIONS w/ TRUSS LAYOUT, TYP. 4, ROOF SHEATHING & SLOPE ROOF SHEATHING & SLOPE �- E FASTENERS PER PLAN, TYP. FASTENERS PER PLAN, TYP. PER -ENGINEERED GIRDER TRUSS SIMPSON STRAP PER PLAN, TYP. STRAP PER PLAN, TYP STRAP PER PLAN, , . E E TRUSS CONNECTIONS BY TRUSS MANUF. -MUST WITHSTAND BOTH NAIL @ 6" O.C. w/ NAIL @ 6" O.C. w/ E HIP TRUSS GRAVITY & UPLIFT LOAD CONDITIONS 6d COMMON NAILS J TRUSS BRG. 6d COMMON NAILS J TRUSS BRG. v SEE PLAN SEE PLAN ro m _ PRE-ENG. WOOD - - PRE-ENG. WOOD U DRILL & EPDXY HILTI "HAS" ROD ROOF TRUSS ROOF TRUSS 0. (DIAMETER PER STRAP MANUF.) w/ 2x WOOD FASCIA PER ARCH. -- - CONT. "BB-1" @ TOP 2x WOOD FASCIA PER ARCH— CONT. "BB-1" @ TOP 0. 6" MIN. EMBEDMENT. USE HILTI "HY-150" DWGS w/ 2-8d COMMON - - OF WALL, TYP. DWGS w/ 2-8d COMMON - - OF WALL, TYP. INJECTION ADHESIVE, TYP. NAILS EACH TRUSS, TYP. NAILS EACH TRUSS, TYP. .vC Alk B.O. LINTEL B.O. LINTEL m +' SEE ARCH. SEE ARCH. 8" CMU w/ HORIZ. REINF. @ i 16" O.C., TYP. (U.N.O.) �C 3 MASONRY BOND BEAM OR 8 CMU w/ HORIZ. REINF. @ VERT. REINF. PER PLAN & SCHED. PRE -CAST LINTEL PER PLAN & SCHEDULE, TYP. Q CONCRETE BEAM PER PLAN, VERT. REINF. PER PLAN & SCHED. lb O.C., TYP. (U.N.O.) w/ STD. HOOK @ TOP, TYP. E TYP. w/ STD. HOOK @ TOP, TYP. 0 GLAZING PER ARCH. U DWGS., TYP. U U v • 3 Girder Truss 4 Girder Truss Holddown Truss Bearin 5 g@ CMU Wall Truss Bearing Pre -Cast Lintel 6 g@ a N SCALE: N.T.S. s20.36 SCALE: Y4" = F-0" 520.3 SCALE: %4" = 1'-0" 20.36 SCALE: %" = 1'-0" 20.36 I. " L O 1A 0 ro U U a to ro to ro E .c ai 00 3 0 to 's. v G w 00 7 0 .0 4-1 4. 0 1A .0 .0 0 3 a J } m 0 w m 0 tr a z 3 a 0 uw N w z z 0 0 w 0 0 z U w 0 0 IL IL U_ U_ U w d w w 2 0 0 w J Z 0 0 w m m w a z a U Z z 2 0 w 0 0 a w Z 11 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. RMNNG I ARCWECTURE I IIYi'MMDESIGN 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL z 2965 WEST STATE ROAD 434, SUITE 100 . LONGWOOD, FL 32779 TEL 407/682-2086 e FAX 407/682-2386 WWW.SCD-ENG.COM �QQ�ppB�090ppp�4 sCGGO�aoy� O � O TA T W TAT OF J9°�0 O#YAL °'e Op0�� 1191 0W Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO, 4097 Z w Structural Sections & 0 Details I w I— Z co w I D U w 2 U S20-36 I 0 LL EXPANSION 4 PER HING 4X4 RING GATE HINGE I OF 3 PERMAIP 2 PER MAN G) 10 rn rCU Gate Attachment Details Wall Section 1-1 /2" = 1'-0" 1/8" = 1'-0" ILL Note Plan Rear Elevation Note Plan Front Elevation on PER COMPACTOR MANUF. n s 0 8" 0 1/8" = 1 1-0" 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" 4 0 M 0 M 7 A20.21 29'-4" 11 14'-8" 14'-8" ol � � o o I I O O O s 0 cv j _3 O O O O � u,In i, i 111 Ell 7' A" S 7'-4" 7'-0" 'y 7'-8" Dimension Plan 1/8" = 1'-0" L 29'-4" �. V-0" I. N LO ro 0 SHEET NOTES A REFER TO SHEET A20.01 FOR GENERAL NOTES B REFER TO SHEETS A22.01 FOR CONSTRUCTION ASSEMBLIES C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALK OR PAVEMENT D ALL DIMENSIONS TO BE VERIFIED W/ TRASH COMPACTOR VENDOR PRIOR TO CONSTRUCTION E VERIFY RAMP & STEP ELEVATION REQUIREMENTS W/ CIVIL DRAWINGS F ALL COLORS TO BE SELECTED BY OWNER G STUCCO TO BE ASTM C926, 5/8" MIN. THICKNESS, PAINTED, COVERAGE AT EXPOSED SURFACES ONLY. KEY NOTES 01 TRASH COMPACTOR TO BE INSTALLED BY OTHERS, CONTRACTOR SHALL SUPPLY REQUIRED ELECTRICAL CONNECTIONS & STRUCTURAL FASTENERS PER MFR's SPECIFICATIONS. VERIFY COMPACTOR MFR PRIOR TO COMMENCEMENT OF CONSTRUCTION - TRASH COMPACTOR CONTAINER TO BE A SELF-CONTAINED AND LEAK PROOF SYSTEM 02 5/8" FIBER REINFORCED TEXTURED CEMENT PLASTER WITH SAND FINISH ACCENT BANDS AS SHOWN 03 PAINTED CEMENT PLASTER CAP W/ 1/4" SLOPE 04 1 1/2" STEEL HANDRAIL AT 36"AFF 05 PAINTED STEEL GUARDRAIL W/ PICKETS. TOP RAIL AT 42" AFF, BOT RAIL AT 2" MAX AFF, 4" MAX. PICKET SPACING 06 6" DIA CONCRETE FILLED 42" HIGH BOLLARD. SEE STRUCTURAL FOR FOOTING DETAILS 07 REQUIRED 60" DIA TURNING SPACE 08 TRASH CHUTE OPENING. COORDINATE LOCATION WITH TRASH COMPACTOR MFR 09 8 YARD RECYCLING DUMPSTER. DUMPSTER MUST BE ACCESSIBLE BY A FRONT LOAD REFUSE TRUCK 10 SWING GATE W/ DROP PIN. CONSTRUCTED OF MIN 1 1/2" DIAMETER GALVANIZED TUBULAR STEEL W/ PRIVACY -TYPE SLATS INSERTED IN GLAVANIZED STEEL MESH FABRIC, HINGE -MOUNTED ON MIN 3" DIAMETER GALVANIZED STEEL POST. DROP PIN TO BE 1/2" DIAMETER AND 18" LONG METAL ROD GATE LATCH. GATES AND POST CONSTRUCTED AND INSTALLED BY LICENSED FENCE CONSTRUCTOR, 11 MINI SPLIT UNIT 12 CONDENSING UNIT 13 DOOR PER SCHEDULE 14 RAISED CEMENT PLASTER 6" BAND 15 ARCHITECTURAL ROOF SHINGLE PER ASSEMBLY, COLOR TO BE SELECTED BY OWNER �"FORUME a v m a e ARCHITECTURE & a INTERIOR DESIGN, INC. c 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com i Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre A r'% A —7/1 A e% GFT nl.TPIRI ITIr1AIC- 11/24/21 100% DO Set 12/23/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Maintenance & Trash Compactor - Plans Wall Section 1/8" = 1'-0" Roof Plan 1/8" = 1 —0" Slab Plan 1/8" = 1'-0" A20.21 ° d d ° d EXTERIOR d d d �W�a�IC ap � I v / at CMU Wall / Cement Plaster DIRECT APPLIED CEMENT PLASTER ANGLED BANDING BEAD RAISED CEMENT PLASTER BAND PER ELEVATIONS LINTEL PER STRUCTURAL DRAWINGS DRIP SCREED REVEAL W/ WEEP HOLES M CEMENT PLASTER CONT SEALANT DOOR WEATHER STRIP OVERHEAD DOOR & TRACK PER SCHEDULE Door Head PLASTER CMU PER STRUCTURAL DRAWINGS EXTERIOR 3" = 1'-0" CMU WALL PER STRUCTURAL CONT SEALANT PT 2x WOOD ATTACHMENT BLOCK PER DOOR MNFR DIRECTAPPLIED CEMENT PLASTER ANGLED BANDING BEAD RAISED CEMENT PLASTER BAND PER ELEVATIONS FLUID APPLIED WATERPROOFING TO WRAP OPENING. USE PRODUCT RATED FOR DIRECT CEMENT PLASTER BOND OTHERWISE PROVIDE LATH AS REQUIRED DRIP SCREED REVEAL W/ WEEP HOLES CONT SEALANT DOORFRAME PER SCHEDULE 9 Door Jamb CMU PER STRUCTURAL 1 I INSULATION PER ASSEMBLY MASONRY ANCHOR INTERIOR SHEATHING — J PT FURRING �- 7 -_.. L _ — — — — J 77"LI7 CONT SEALANT AT RETURN TO DOOR FRAME DOOR PER SCHEDULE at Cement Plaster & Trim DIRECT APPLIED CEMENT PLASTER - ANGLED BANDING BEAD--,-,,.,_,. RAISED CEMENT PLASTER BAND PER ELEVATIONS FLUID APPLIED WATERPROOFING "> =, TO WRAP OPENING, USE PRODUCT RATED FOR DIRECT CEMENT PLASTER BOND OTHERWISE PROVIDE LATH AS REQUIRED DRIP SCREED REVEAL W/ WEEP HOLES CONT SEALANT DOOR FRAME PER SCHEDULE Door Head 3" = 1'-0" I I I LINTEL PER STRUCTURAL DRAWINGS INSULATION PER ASSEMBLY INTERIOR SHEATHING LIQUID APPLIED FLASHING PER MFR RECOMMENDATIONS l --PT FURRING CONT SEALANT AT RETURN TO DOOR FRAME DOOR PER SCHEDULE j at Cement Plaster & Trim / at CMU Wall 3" = 1'-011 at Cement Plaster & Trim 3" = 1'-0" ROOFING PER ASSEMBLY ' r . ROOF UNDERLAYMENT TRUSS PER CONT SEALANT STRUCTURAL DRAWINGS DIRECT APPLIED------.;;•., PT 2x WOOD ATTACHMENT 2X8 WOOD SUB FASCIA CEMENT PLASTERBLOCK PER DOOR MNFR METAL DRIP EDGE BANDING BEAD ;' CMU WALL PER 01 OVERHANG PER ROOF PLAN eX STRUCTURAL DRAWINGS FIBER CEMENT FASCIA = ATTACH PER MFR FIBER CEMENT SOFFIT----- RAISED CEMENT PLASTER SPECIFICATIONS SOFFIT VENT PER BAND PER ELEVATIONS ROOF CALCULATIONS FIBER CEMENT BATTEN OR SOFFIT CASING BEAD J: ` - CONT SEALANT " `" =•. SEALANT W/ BACKER ROD 1/2"DRIP CASING BEAD CEMENT PLASTERJ RAISED CEMENT PLASTER CONT SEALANT BAND PER ELEVATIONS >= LATH PER SPECIFICATIONS DOOR WEATHER STRIP BANDING BEAD OVERHEAD DOOR & TRACK PER SCHEDULE CEMENT PLASTER Door Jamb T Eave w/ Fiber Cement Fascia 6 at Cement Plaster & Trim / at CMU Wall 3" = 1'-0" Fiber Cement Soffit at Cement Plaster Wall Finish 3" = 1'-0" -k = INTERIOR SHEATHING :. I PER ASSEMBLY INSULATION PER ASSEMBLY x —BASE SELECTED BY OWNER CMU PER STRUCTURAL '' , DRAWINGS I PT FURRING PER ASSEMBLY DIRECT APPLIED i+ �IFLOORING PER INTERIOR CEMENT PLASTER - FINISH SCHEDULE / NOTES WEEP SCREED I GARAGE DOOR I — — — — — — — PER SCHEDULE EXPANSION JOINT W/ DOOR SEAL a d 1/2" MIN CONT BITUMINUOUS 112" SLAB RECESS dd ° MATERIAL LU SLOPE AWAY FROM DOOR ° d z 4 ° d ° d Q d d a. CONCRETE SLAB ° d CONCRETAPR(JV. . SLAB d° SLOPE tiara e Door Sill Exterior Wall Base at Slab 5 at CMU Wall 3" = 1'-0" Typical at Cement Plaster 3" = 1'-0" aFORUME a ARCHITECTURE & 10 INTERIOR DESIGN, INC. c c rn 237 S. Westmonte Drive, Suite 220 m Altamonte Springs, FL 32714 c 407.830.1400 AR97193 8 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre AR0017018 nrr ninrnmI Ir]^Lln- 11124/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set p SHEET REVISIONS: PROJECT NO. 4097 Maintenance & Trash Compactor - Section Details A20.22 LEGEND SPECIFICATIONS GENERAL NOTES No DIRECTION OF FLOW IN PIPE PART 1 - GENERAL PART 2 - PRODUCTS 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. -" PITCH PIPE DOWN IN DIRECTION OF ARROW 1.1 SECTION INCLUDES 2.1 PIPE HANGERS AND SUPPORTS A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION 15 A. MANUFACTURERS: 2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL A.1 B-LINE REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF -- 0- 0 PIPE UP REQUIREMENTS. A.2 OTHER ACCEPTABLE MANUFACTURERS OFFERING CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND FIXTURES ACTUALLY EQUIVALENT PRODUCTS. INSTALLED ON THE SITE. - PIPE DOWN 1.2 SCOPE A.2.1 MICHIGAN HANGER A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS, A.2.2 PHD 3. ALL DRAINAGE PIPING 2j" AND LARGER SHALL HAVE A MINIMUM J" PER FOOT EJ EXPANSION JOINT EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS SLOPE. ALL DRAINAGE PIPING 2" AND SMALLER SHALL HAVE A MINIMUM �" PER CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE 2.2 PIPING INSULATION: FOOT SLOPE, UNLESS OTHERWISE NOTED. SUPERVISION, OPERATION, METHODS AND LABOR FOR THE A. RESIDENTIAL UNITS: (FBC ENERGY CODE SECTION R403.5.3) FLEXIBLE PIPE CONNECTOR FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL A.A. HOT WATER PIPING 3/4 AND LARGER = R-3 MINIMUM FOR 4. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR VTR PLUMBING INSTALLATION. THE FIRST 8' OF PIPING. LOCATIONS. --I®�- BALL VALVE A.B. HOT WATER RETURN PIPING = R-3. IF A HOT WATER B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND ARE CIRCULATION SYSTEM IS INSTALLED THE ENTIRE LENGTH OF 5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE _ CHECK VALVE, HORIZONTAL SWING INTENDED TO CONVEY THE SCOPE THE INSTALLATION AND TO THE HOT WATER SUPPLY PIPING AND RETURN PIPING LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. INDICATE THE GENERAL ARRANGEMENNTT AND LOCATIONS OF THE WORK. SHALL BE INSULATED (R-3). GATE VALVE BECAUSE OF THE SCALE THE DRAWINGS, CERTAIN BASIC ITEMS B. COMMERCIAL SPACE: (FBC ENERGY CODE C404.4) 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT BE BA ALL HOT WATER PIPING TO BE INSULATED PER TABLE BUTTERFLY VALVE SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING C403.2.10 7. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND Dui THE EQUIPMENT TO FIT THE SPACE PROVIDED. THE LOCATION AND B.B. HOT WATER RETURN PIPING TO BE INSULATED PER TABLE CONNECTING ALL SANITARY AND WASTE PIPING AND NOTIFY ARCHITECT OF ANY per- GLOBE VALVE SIZES FOR PIPE FITTINGS, SLEEVES, INSERTS, FIRE AND/OR SMOKE C403.2.10 DISCREPANCIES. DAMPERS, AND OTHER BASIC ITEMS REQUIRED BY CODE AND OTHER C. ALL COMMERCIAL HOT WATER SYSTEMS SHALL BE EQUIPPED WITH BALANCING VALVE SECTIONS SHALL BE COORDINATED AND INCLUDED FOR THE PROPER A CIRCULATING PUMP PER FBC-ENERGY EFFICENCY CODE SECTION 8. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS INSTALLATION OF THE WORK. C404.6 SPECIFIED. - 61 � BALANCING COCK C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH MINUTE D. ALL PIPING WITHIN THE ATTIC OR UNCONDITIONED SPACE SHALL BE INSULATED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS AND E. MANUFACTURERS: WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. STRAINER, Y-TYPE AND BLOWOFF VALVE DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT A.1 NS CORNING - PRESSURE RELIEF VALVE (WATER) PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE A.2 JOHNS MANVILLE A.3 KNAUF 10. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. Y INCLUDED BY THE INSTALLER OF THE EQUIPMENT, WHETHER OR NOT F. ASTM C547, RIGID MOLDED NON-COMBUSTIBLE FIBERGLASS PRESSURE REDUCING VALVE SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO IND. INSULATION. 'K' VALUE ® 75 DEGREES F. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING PRV ADDITIONAL COST INCURRED. .024 G. VAPOR BARRIER JACKET, KRAFT PAPER WITH GLASS FIBER YARN AND DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR �MAV D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER SECTIONS BONDED TO ALUMINUM FILM. CLOSURE SYSTEM SHALL BE UL 181. OTHERWISE. MANUAL AIR VENT OF THE SPECIFICATION, THE CONTRACTOR FOR THIS DIVISION SHALL 2.3 PIPING: DRAINAGE, WASTE &VENT PIPING 12. CHANGES IN THE DIRECTION OF SANITARY PIPING SHALL NOT BE MADE WITH INSTALL PLUMBING EQUIPMENT FURNISHED BY OTHERS, AND SHALL A. PVC: ASTM D2665 SCHEDULE 40 PVC SOLID WALL PIPING. FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR SOLENOID VALVE MAKE ALL FINAL CONNECTIONS. CONTRACTOR SHALL INSTALL A.1 FITTINGS: ASTM D2665 SCHEDULE 40 PVC DWV FITTINGS. CREATE ANY OTHER ADVERSE EFFECT UNLESS PHYSICALLY IMPOSSIBLE (IE: USE OF EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE WITH A.2 JOINTS: ASTM D2564 SOLVENT CEMENT. JOINTS SHALL SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN VALVE OS & Y MANUFACTURERS RECOMMENDATIONS. BE INSTALLED IN ACCORDANCE WITH ASTM D2855. A VERTICAL STACK, IN GENERAL, USE OF SHORT -RADIUS FITTINGS FOR BRANCH TO E. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP DRAWINGS. B. FIRE WRAPPED PVC OR CAST IRON PIPING TO BE USED IN ALL HOUSE DRAIN OR STACK CONNECTION). E CAPPED LINE TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE SATISFACTION PLENUM SPACES. C. FOAM CORE SCHEDULE 40 DWV PIPE IS NOT AN ACCEPTABLE 13. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE - SAN SANITARY SEWER (ABOVE GRADE) OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL ACCEPTANCE OF THE ARCHITECT/ENGINEER. IN THE EVENT THAT THE CONTRACTOR ALTERNATE TO STANDARD SCHEDULE 40 PVC. NATIONAL SANITATION FOUNDATION. INSTALLS HIS WORK BEFORE COORDINATING WITH OTHER TRADES OR 2.4 PIPING: WATER PIPING 14. DO NOT PENETRATE FOUNDATIONS WITH PIPING, COORDINATE WITH GENERAL - -SAN - - SANITARY SEWER (BELOW GRADE) SO AS TO CAUSE ANY INTERFERENCE WITH THE WORK OF THE OTHER A. CPVC PIPING: ASTM F441 /F441 M-15 CHLORINATED POLY PLASTIC CONTRACTOR TO DROP FOUNDATIONS AS REQUIRED TO CLEAR PLUMBING SERVICES - DOMESTIC COLD WATER TRADES THIS CONTRACTOR SHALL MAKE ALL REQUIRED CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL COST TO THE PROJECT. PIPE. SCHEDULE 40 AND 80 HOT AND COLD WATER DISTRIBUTION WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR PIPING. IS AN ACCEPTABLE ALTERNATE UPON APPROVAL OF ENGINEER, FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. BP BOOSTED PRESSURE DOMESTIC COLD WATER F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES PRIOR BUILDING OWNER AND PROJECT OWNER. A.A. IT IS NOT ACCEPTABLE TO ROUTE CPVC PIPING BELOW 15. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL ADJUST GRADE OR WITHIN CONCRETE. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL -- DOMESTIC HOT WATER PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT B. PEX PIPING: ASTM F877-18 CROSSLINKED POLYETHYLENE HOT AND FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS COLD WATER DISTRIBUTION PIPING. IS AN ACCEPTABLE ALTERNATE - - - - DOMESTIC HOT WATER RETURN ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING UPON APPROVAL OF ENGINEER, BUILDING OWNER AND PROJECT 16. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON- SHALL BE DECREASED IN SIZE (IN THE DIRECTION OF FLOW). OWNER ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. -CD- - CONDENSATE DRAIN (BELOW GRADE) 1.3 EXAMINATION OF BIDDING DOCUMENTS: 2.5 PIPING: CONDENSATE PIPING 17. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE CD CONDENSATE DRAIN (ABOVE GRADE) A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY A. ALL PIPING RECEIVING CONDENSATE OR DRAINAGE FROM ANY TYPE OF MOUNTING HEIGHTS, AND DIMENSIONS. AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE DATE FOR EVAPORATOR PRODUCING COLD WATER SHALL BE INSULATED. - - ST - - STORM SEWER (BELOW GRADE) RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ENGINEER 18. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW SEWER FOR INTERPRETATION OR CORRECTION OF ANY AMBIGUITY, PART 3 - INSTALLATION LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. ST STORM SEWER (ABOVE GRADE) INCONSISTENCY OR ERROR THEREIN. ANY INTERPRETATION OR SEC SECONDARY STORM SEWER CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ENGINEER. 3.1 INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 19. ALL VENTS THROUGH ROOF SHALL BE MINIMUM OF 10'-0" FROM ANY AIR INTAKES. ONLY A WRITTEN INTERPRETATION OR CORRECTION TO BID - - GR - - GREASE SEWER (BELOW GRADE) DOCUMENTS BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL 3.2 PROVIDE NON -CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING 20. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR RELY UPON ANY INTERPRETATION OR CORRECTION GIVEN BY ANY DISSIMILAR METALS. METALS. GR GREASE SEWER (ABOVE GRADE) OTHER METHOD. 3.3 ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND - -SCW - - SOFT COLD WATER 1.4 SUBSTITUTIONS: EXCEPT AS PROVIDED BELOW, EACH BIDDER REPRESENTS THAT HIS 3.4 INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH EQUIPMENT LOCATIONS) TO ARCHITECT ENGINEER FOR REVIEW AND APPROVAL PRIOR VENT BID IS BASED UPON THE MATERIALS AND EQUIPMENT DESCRIBED IN BID USE OF SPACE. TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. - - G - GAS LINE (BELOW GRADE) THE BIDDING DOCUMENTS. 3.5 GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS, 22. PROVIDE 1/2" C.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO G GAS LINE (ABOVE GRADE) B. NO SUBSTITUTIONS FOR OTHER MATERIALS AND EQUIPMENT WILL BE REFRIGERATORS WITH ICE MAKERS AT HEIGHT REQUIRED BY MANUFACTURER OF CONSIDERED UNLESS WRITTEN REQUEST HAS BEEN SUBMITTED TO 3.6 INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT EQUIPMENT INSTALLED. !� POINT OF CONNECTION NEW THE ENGINEER FOR APPROVAL AT LEAST TEN (10) DAYS PRIOR TO STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. TO EXISTING THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL 23. PROVIDE 1/2" H.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO INCLUDE A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE, 3.7 PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO DISHWASHER MACHINE, AT HEIGHT REQUIRED BY MANUFACTURER OF EQUIPMENT !� POINT OF REMOVAL FOR DEMOLITION THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE VALVES AND FITTINGS. INSTALLED. SUBSTITUTED, DRAWINGS, CUTS, PERFORMANCE AND TEST DATA OR AT DELTA T (TEMPERATURE DIFFERENCE) INFORMATION NECESSARY FOR A COMPLETE EVALUATION. 3.8 PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. 24. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE COORDINATE SIZE AND LOCATION OF ACCESS DOORS WITH APPROPRIATE INTERIOR SIDE OF THE WALL, SO THAT WALL INSULATION CAN BE PLACED ON THE C. IF THE ENGINEER APPROVES ANY PROPOSED SUBSTITUTION, SUCH ARCHITECTURAL SECTION. EXTERIOR SIDE OF THE PIPING. APPROVAL WILL BE ISSUED AS AN ADDENDUM FORWARDED TO ALL A PHOTO DETAIL OR SECTION IDENTIFICATION TARGET PARTICIPATING BIDDERS. 3.9 ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO 25. IF NO PLUMBING ELEVATION OR INVERT IS NOTED ON PLANS THE MINIMUM DEPTH A = DETAIL NUMBER. ENSURE PROPER SLOPE AND COVER. OF THE PLUMBING TO CIVIL CONNECTION SHALL BE CALCULATED BASED ON THE B B = SHEET NUMBER ON WHICH DETAIL IS LOCATED. D. IF ANY BIDDER IS UNABLE TO PROCURE WRITTEN APPROVAL OF ANY FURTHERS POSSIBLE PLUMBING FIXTURE DISTANCE TIMES 1 %. TOTAL LINE SUBSTITUTION FROM THE ENGINEER PRIOR TO THE OPENING OF BIDS, 3.10 ESTABLISH ELEVATIONS OF EXISTING BURIED PIPING FOR CONNECTION TO LENGTH*1 %=DEPTH B.F.F. AT CIVIL POINT OF CONNECTION. THEN HE SHALL BASE HIS BID ON ITEMS AND SYSTEMS AS SPECIFIED NEW WORK TO ENSURE PROPER SLOPE AND COVER. HB -{- HOSE BIBB IN BID DOCUMENTS. FD ® FLOOR DRAIN 3.11 WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING E. SUBSTITUTIONS REQUESTED ON THE BID PROPOSAL FORM WHICH ARE FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH HD O HUB DRAIN PRIOR APPROVED BY THE ENGINEER WILL BE INCORPORATED INTO PRIMER TO WELDING. THE CONTRACT WITH THE SUCCESSFUL BIDDER. TD ® TRENCH DRAIN 3.12 EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE F. REQUESTS FOR ANY SUBSTITUTIONS NOT SUBMITTED AND APPROVED THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE AND LINSEED --A-- COMPRESSED AIR (BELOW GRADE) IN ACCORDANCE WITH THE ABOVE INSTRUCTIONS WILL BE DENIED BY OIL. ENSURE CLEARANCE AT CLEANOUT FOR RODDING OF DRAINAGE THE ENGINEER. SYSTEM. A COMPRESSED AIR (ABOVE GRADE) 1.5 REGULATORY REQUIREMENTS: 3.13 RESET SPRINKLER HEADS FROM UPRIGHT POSITION TO DOWN POSITION TO 00 FLOOR CLEANOUT A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT CENTER OF NEW CEILING TILE. ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND 0 CLEANOUT REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. 3.14 TORQUE ALL HUBLESS CAST IRON COUPLING IN STRICT ACCORDANCE WITH B. CONFORM TO THE 2020 FLORIDA PLUMBING CODE. THE MANUFACTURER'S RECOMMENDATIONS. UTILIZE COUPLING -�-- EXTERIOR CLEANOUT C. CONFORM TO THE 2020 FLORIDA FIRE PREVENTION CODE. MANUFACTURER'S PRE-SET TORQUE WRENCH. D. CONFORM TO THE 2020 FLORIDA BUILDING CODE. HORIZONTAL CLEANOUT 3.15 INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR 1.6 CUTTING AND PATCHING: BATTERY OF FIXTURES WHERE QUICK CLOSING VALVES ARE UTILIZED. . PD PAN DRAIN (FROM WATER HEATER) A. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING ARRESTORS SHALL BE FACTORY FABRICATED AND CONFORM TO ASSE ELEMENTS. 1010. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE FW FILTERED WATER INSTITUTE STANDARD P.D.I. WH-201. ACCEPTABLE MANUFACTURERS ARE n B. EMPLOY SKILLED AND EXPERIENCED INSTALLER TO PERFORM ZURN, JOSAM, SIOUX CHIEF. PPP INC. FOR 1-11 FU'S PROVIDE PDI-A, �IJ SHOCK ABSORBER CUTTING AND PATCHING WHICH EFFECT: FOR 12-32 FU'S PDI-B, 33-60 FU'S PDI-C, 61-113 FU'S PDI-D. B.1 STRUCTURAL INTEGRITY OF ELEMENT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. B.2 INTEGRITY OF WEATHER. GD GARBAGE DISPOSAL B.3 EFFICIENCY, MAINTENANCE, OR SAFETY OF ELEMENT. B.4 VISUAL QUALITIES OF SIGHT. DW DISHWASHER B.5 WORK OF OWNER OR SEPARATE CONTRACTOR. NOTE: SYMBOLS SHOWN ON THIS PLUMBING LEGEND ARE FOR REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS PROJECT. Joseph, Lawpence & Co Consulting Lngineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW,JLCING.COM CA NO. 28730 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Apartments Symbols, Abbreviations, and General Notes - Plumbing P14.00 I t It II I I II I �I r I II I I I I I C o I� I, (�1 ;UO O ' �I vll 71 III II 0 II Ip III II ---- c� til II 0 C) r*i ; III II � � II I III II z m II �I II m jll I II z Il 10 ai I �I II II . I III I i III II I III II II II ill II I III II I III II I III �I II � I I III II I I III II II hi ii i �I u II -II I III II I III II -)Site Plan - Plumbing 1 I ; I II II II II 0 II ----II @ L------------II _II I II d }} u M L----------- 0 I I I I� I IB t I I I I Ji I I i I l I I II If II I ( I I I I It II u I II TOP OF BANK_ it II II I It II II II ---- I� Ir -I II J II It ' n I q II I II II tl II h I III -ru�I I I 1V7F7- 13 ® I ° ® I ® K I 13 I �I I o ® I ® El t I® 0 � I 8" I � I p ® I o � I U0 I I o I I L r I it I I I J --- I I � I EXISTING STORAGE FACILITY I I I (1-Story, 5, 100 SF) ; I it I it I I I I I � II I I II j I II I I I I I ittt II I I II I I II I I I II I II ' I II I I it I I I q I N I fTl�2 I �Z II I `a I I I Z8� It I $m I I �ew I I cl) coT I v n u I I 1 If = 601-011 LEGEND Q XBUILDING ID NUMBER Z NUMBER OF UNITS PER BUILDING BUILDING TYPE SITE UTILITY GENERAL NOTES: 1. PLUMBING SITE PLAN IS PROVIDED TO SHOW ALL BUILDING POINTS OF CONNECTION IN RELATIONSHIP TO THE SITE. ALL POINTS OF CONNECTION AND INVERTS ARE TO BE COORDINATED WITH THE CIVIL UTILITY SITE PLAN PRIOR TO CONSTRUCTION. 3. IF MODIFICATIONS ARE MADE TO THE CIVIL SITE UTILITY PLAN THAT AFFECT THE BUILDING POINTS OF CONNECTION THEN IT IS THE CIVIL ENGINEER'S RESPONSIBILITY TO NOTIFY THE BUILDING PLUMBING ENGINEER AND ARCHITECT FOR COORDINATION. 4. CIVIL ENGINEER IS TO SHOW AND DESIGN ALL SITE FIRE AND DOMESTIC WATER PIPING AND COMPONENTS. 3. IF THE SITE UTILITY DESIGN CALLS FOR INTERNAL BUILDING BACK FLOWS THEN IT IS THE CIVIL ENGINEER'S RESPONSIBILITY TO NOTIFY THE ARCHITECT AND PLUMBING ENGINEER FOR COORDINATION OF THESE ITEMS WITHIN THE BUILDING. 4. IF THE SITE UTILITY DESIGN CALLS FOR WALL MOUNTED FIRE DEPARTMENT CONNECTIONS THEN IT IS THE CIVIL ENGINEER'S RESPONSIBILITY TO NOTIFY THE ARCHITECT AND PLUMBING ENGINEER FOR COORDINATION FOR FDC LOCATION ON THE BUILDING. REFERENCE NOTES 0 SANITARY SEWER BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. O2 POTABLE CW SUPPLY BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. O3 FIRE SPRINKLER SUPPLY BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. Josep%, Lawrence & Co Consulting Lngineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB .0 PROJECT NO. 4097 F U Z Site Plan Plumbing P14.01 " POTABLE CW SUPPLY BELOW" 1 GROUND, FOR CONTINUATION SEE _+ CIVIL DRAWINGS. 1 NTS Maintenance &Trash -Floor Plan -Plumbing 1 /4" = 1 t-011 PLUMBING SPECIALTIES SCHEDULE MARK FIXTURE WASTE TRAP VENT COLD HOT MANUFACTURER DESCRIPTION WATER WATER /MODEL # HB-1 HOSE BIBB — BUILDING — — — — — ZURN ANTI —SIPHON WALL FAUCET WITH EXTERNAL VACUUM BREAKER, ALL BRONZE INTERIOR MILD CLIMATE Z1341 COMPONENTS, VANDAL —RESISTANT OPERATING STEM, ROUGH BRONZE EXTERIOR AND BOX: MALE HOSE CONNECTION, LOOSE KEY HANDLE AND 31" DEEP BOX. Z1341—BOX REFERENCE NOTES: o 1Q SHUT—OFF VALVE WITH RATED ACCESS PANEL TYPICAL. CW WHEEL HANDLE, LOOSE KEY IF SPECIFIED. "NIDEL" VACUUM THREADS EAADDS HOSE BRASS BODY { "vim I'-. THREADS J" CW CAST BRASS BODY ,ME PLATED) a, 0 0 0 0 Q tWITH T OPERATOR EE WRENCH "NIDEL" VACUUM BREAKER HB_2 PROVIDE GATE VALVE SHUTOFF ABOVE CEILING (PROVIDE ACCESS PANEL IN HARD CEILING LOCATIONS) WALL MOUNTED HOSE BIB 0! Josep%, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 IlFORUME o ARCHITECTURE & a INTERIOR DESIGN, INC. C 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830A 400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Maintenance & Trash Floor Plan Plumbing P20.41 ABBREVIATIONS GENERAL NOTES LEGEND ABV ABOVE HWR HOT WATER RETURN 1. INSTALL EQUIPMENT AND MATERIALS IN COMPLIANCE WITH MANUFACTURER'S MINIMUM CLEARANCE REQUIREMENTS AND SUPPLY DIFFUSER (4-WAY) 0 REFERENCE NOTES ADJ ADJUSTABLE HWS HOT WATER SUPPLY RECOMMENDATIONS. AF AIRFOIL HVAC HEATING VENTILATION AND AIR CONDITIONING 2. COMPLY WITH THE LATEST EDITIONS OF NFPA AND THE LATEST ADOPTED EDITION FLORIDA BUILDING CODE (MECHANICAL, RETURN OR OUTDOOR AIR GRILLE 0 REFERENCE NOTE - MULTI -DISCIPLINE SHEETS AFF ABOVE FINISHED FLOOR HV HEATING AND VENTILATING PLUMBING, GAS AND ENERGY CONSERVATION). AC AIR CONDITIONER IN.WG INCHES WATER GAUGE 3. ALL MATERIALS SHALL FIT THE SPACE AVAILABLE. VERIFY DIMENSIONS AND CLEARANCES ON BUILDING PLANS PRIOR TO � EXHAUST GRILLE FLOW DIRECTION ACU AIR CONDITIONING UNIT KW KILOWATTS COMMENCING WORK. IUI INDICATES POINT OF CONNECTION BETWEEN NEW AHU AIR HANDLING UNIT L.AT LEAVING DIFFUSER 4. AN INDEPENDENT TEST AND BALANCE CONTRACTOR (TABC) SHALL BE HIRED BY THE GENERAL. CONTRACTOR. AND EXISTING AP ACCESS PANEL LD LINEAR DIFFUSER SUPPLY DUCT UP SECTION (RECTANGULAR) C POINT OF DISCONNECT 5. TABC IS RESPONSIBLE FOR TESTING AND BALANCING OF AIR SYSTEMS IN ACCORDANCE WITH AABC GUIDELINES. A TEST AND BAS BUILDING AUTOMATION SYSTEM LWT LEAVING WATER TEMPERATURE BALANCE REPORT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. BI BACKWARD INCLINE MAX MAXIMUM 6. PROVIDE 45 DEGREE BRANCH TAKE -OFF PER SMACNA FIG. 2-8 ON ALL RECTANGULAR DUCT TAKE -OFFS. RETURN DUCT UP SECTION (RECTANGULAR) CWS CONDENSER WATER SUPPLY PIPING BLDG BUILDING MBH 1000 X BTUH BHP BRAKE HORSEPOWER MIN MINIMUM 7. ALL DUCTWORK TAKE -OFFS AND/OR BRANCH DUCTWORK SHALL BE PROVIDED WITH BALANCING DAMPERS (REMOTE IF IN CWR CONDENSER WATER RETURN PIPING HARD CEILING AREAS). BTUH BRITISH THERMAL UNIT PER HOUR MD MANUAL VOLUME DAMPER EXHAUST DUCT UP SECTION (RECTANGULAR) BDD BACKDRAFT DAMPER M MOTORIZED DAMPER 8. PROVIDE AND INSTALL DUCT MOUNTED HINGED ACCESS DOORS FOR ALL SMOKE AND/OR FIRE DAMPERS, NOT OTHERWISE BCWS BUILDING CONDENSER WATER SUPPLY PIPING ACCESSIBLE. CD CONDENSATE DRAIN MZ MULTI -ZONE i �x` SUPPLY DUCT DOWN SECTION (RECTANGULAR) CFM CUBIC FEET PER MINUTE N.T.S. NOT TO SCALE 9. CONTRACTOR SHAH COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT WITH THE ELECTRICAL CONTRACTOR BCWR BUILDING CONDENSER WATER RETURN PIPING PRIOR TO ORDERING AND SHALL COORDINATE WITH ALL OTHER TRADES PRIOR TO OR INSTALLING EQUIPMENT AND MATERIALS. CLG CEILING OA OUTSIDE AIR CHIN CHILLED WATER OBMVD OPPOSED BLADE MANUAL VOLUME DAMPER 10. COORDINATE ALL HVAC SYSTEM DRAWINGS WITH EXISTING/NEW TRUSS TO AVOID INTERFERENCE BETWEEN MECHANICAL i \� � RETURN DUCT DOWN SECTION (RECTANGULAR) CHINS CHILLED WATER SUPPLY PIPING SYSTEMS AND ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TRUSS CHWR CHILLED WATER RETURN OPD OPEN DRIP PROOF INTERFERENCE THAT OCCURS IN THE FIELD DURING CONSTRUCTION. COORDINATE IN ADVANCE. DUCT SIZES MAY BE CHWS CHILLED WATER SUPPLY PROP PROPELLER REVISED TO FIT TRUSS SYSTEM SO LONG AS THE EQUIVALENT INSIDE CROSS SECTIONAL AREA IS NOT DECREASED. i EXHAUST DUCT DOWN SECTION (RECTANGULAR) CHWR CHILLED WATER RETURN PIPING CWR CONDENSER WATER RETURN PCR PRE -CONDITIONED AIR SYSTEM RETURN WATER 11. GAUGES AND CONSTRUCTION FOR DUCTWORK SHALL CONFORM TO THE LATEST EDITION OF SMACNA'S HVAC DUCT CWS CONDENSER WATER SUPPLY PCs PERCENT CONSTRUCTION STANDARDS. HWS HEATING WATER SUPPLY PIPING CONC CONCRETE PD PRESSURE DROP 12. TRANSITION RECTANGULAR DUCTWORK ON BOTTOM AND SIDES. MAINTAIN TOP OF DUCTWORK LEVEL AND HIGH AS POSSIBLE. SUPPLY DUCT UP SECTION (ROUND) CONE CONDENSATE PERF. PL. PERFORATED PLATE FLEXIBLE DUCT RUN -OUTS TO CEILING DIFFUSERS SHALL BE AS STRAIGHT AS POSSIBLE AND FREE OF SAGS AND KINKS. HWR HEATING WATER RETURN PIPING FLEX DUCT SHALL BE THE SAME SIZE AS THE DIFFUSER NECK IT SERVES. CONT CONTINUOUS PL.BG PLUMBING i SUPPLY DUCT DOWN SECTION (ROUND) CO CARBON MONOXIDE PSIA POUNDS PER SQUARE INCH ABSOLUTE 13. ALL DUCT TRANSITIONS FROM SQUARE TO ROUND SHALL BE SMOOTH SQUARE TO ROUND TRANSITIONS. SPIN -IN FITTINGS AT _CD CONDENSATE DRAIN PIPING THE END OF CAPPED DUCTS ARE NOT ACCEPTABLE. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. COP COEFFICIENT OF PERFORMANCE PSIG POUNDS PER SQUARE INCH GAUGE 14. THE CONTRACTOR SHALL FULFILL ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS AND SHALL COMPLETE THE WORK LINEAR SLOT DIFFUSER R REFRIGERANT PIPING CU CONDENSING UNIT RA RETURN AIR SHOWN ON THESE DRAWINGS. ALL SYSTEMS SHALL BE FINISHED, TESTED AND BALANCED, ADJUSTED, AND PROVEN TO BE DB DRYBULB RD RADIATION DAMPER FULLY OPERATIONAL AND USEABLE. �FLOW EXISTING LINEAR SLOT DIFFUSER (LIGHT LINETYPE) y SENSOR DWDI DOUBLE WIDTH, DOUBLE INLET REG REGISTER 15. ADJUST ALL DIFFUSERS IN CORRIDORS OR WITHIN THREE (3) FEET OF A WALL TO PROVIDE 2-WAY OR 3-WAY BLOW AWAY -� DWGS DRAWINGS REQ'D REQUIRED FROM OR PARALLEL TO WALLS. ALL DIFFUSERS SHALL HAVE 4-WAY BLOW UNLESS NOTED OTHERWISE. RECTANGULAR DUCTWORK WITH TAKE -OFF, BALANCING DX DIRECT EXPANSION RG RETURN AIR GRILLE 16. PORTIONS OF DUCTWORK VISIBLE THROUGH GRILLES AND REGISTERS IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK. A B DAMPER AND INSULATED FLEXIBLE ROUND DUCT. SAME SIZE AS DIFFUSER INLET UNLESS NOTED OTHERWISE. SP STATIC PRESSURE TRANSMITTER ASSEMBLY EF EXHAUST FAN RH RELATIVE HUMIDITY 17. ALL DAMPERS IN AND ABOVE CEILING SHALL BE ACCESSIBLE. CONTRACTOR SHALL COORDINATE ALL ACCESS PANELS IN FIRST DIMENSION IS THAT OF SIDE SHOWN EXH EXHAUST RPM REVOLUTIONS PER MINUTE CEILINGS OR WALLS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND INTERIOR DRAWINGS FOR PROPER LOCATION. A 0 ROUND DUCTWORK EA EAT EACH ENTERING AIR TEMPERATURE RR RTU RETURN AIR REGISTER ROOFTOP UNIT 18. MOUNT THERMOSTATS WHERE INDICATED ON PLANS 48' ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. IN HANDICAPPED ACCESSIBLE AREAS, MOUNT CONTROLS AT 48" (MAXIMUM) ABOVE FINISHED FLOOR. CONICAL FITTING WITH DAMPER ON BRANCH CONNECTION TO RECTANGULAR MAIN L L-t/4w,Vw RECTANGULAR BRANCH DUCT CONNECTION. (PROVIDE BALANCING DAMPER AT ALL (PROVIDE DAMPER. IN LOW PRESSURE DUCTWORK ONLY) MN• 4' BRANCH CONNECTIONS) EER ENERGY EFFICIENCY RATIO SA SUPPLY AIR 19. COORDINATE DUCTWORK AND PIPING WITH PLUMBING, FIRE PROTECTION AND ELECTRICAL. MAKE OFFSETS AND TRANSITIONS ELECT ELECTRICAL SF SUPPLY FAN TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL EXPENSE TO THE CONTRACT. EXISTING DUCTWORK TO REMAIN (LIGHT LINETYPE) ENT ENTERING SD SMOKE DETECTOR 20. SEAL ALL TRANSVERSE JOINTS AND FITTINGS WITH DUCT SEALER. - TEE (PLAN, UP, DOWN) EQ EQUAL SDMP SMOKE DAMPER ER EXHAUST REGISTER SDMP SQUARE FOOT 21. TRAP AND ROUTE CONDENSATE DRAINS LINES, FULL SIZE OF UNIT CONNECTION, AS INDICATED. SLOPE 1/8" PER FOOT. -i► R DUCT OFFSETS UP (RISE) IN DIRECTION INDICATED -0 ELBOW (PLAN, UP, DOWN) EWT ENTERING WATER TEMPERATURE SR SUPPLY REGISTER 22. ALTERNATE MANUFACTURERS AND MODELS WILL BE REVIEWED. THERE MAY BE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL FC FORWARD CURVED STR STARTER CHANGES RESULTING FROM THE ALTERNATES. THE COST OF IMPLEMENTING AND ENGINEERING THESE CHANGES SHALL BE -+-D DUCT OFFSETS DOWN (DROP) IN DIRECTION INDICATED BORNE BY THE MECHANICAL SUBCONTRACTOR. VALVE FCU FAN COIL UNIT SWSI SINGLE WIDTH, SINGLE INLET 23. PIPE AND DUCT ROUTING SHOWN IS SCHEMATIC. PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS, INCLUDING DIVIDED FD FIRE DAMPER SZ SINGLE ZONE DUCTS, REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. OPPOSED BLADE VOLUME DAMPER (OBD) FL FLOOR TEFC TOTALLY ENCLOSED FAN COOLED TWO WAY MOTORIZED CONTROL VALVE 24. COORDINATE CEILING MOUNTED AIR DEVICE LOCATION WITH REFLECTED CEILING PLAN AND OTHER FLEX FLEXIBLE CONNECTOR OR DUCT TEMP TEMPERATURE .TRADES. FPM FEEL PER MINUTE TG TRANSFER GRILLE 25. ALL CONTROL WIRING AND .CONDUIT SHALL COMPLY WITH NEC DIVISION 16 SPECIFICATIONS. MANUAL DAMPER THREE WAY MOTORIZED CONTROL VALVE F/S COMBINATION FIRE AND SMOKE DAMPER T/O TRANSFER OPENING ABOVE CEILING 26. PROVIDE MATERIALS WHICH HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR FT. H2O FEET WATER GAUGE LESS WHEN TESTED IN ACCORD WITH ASTM E84. IIIII FLEXIBLE DUCT CONNECTION - -- PRESSURE REDUCING VALVE T'STAT THERMOSTAT F DEGREES FAHRENHEIT TYP TYPICAL 27. SLEEVE AND FIRE STOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. USE MINIMUM STEEL GAUGE DUCT AS REQUIRED TO MAINTAIN RATING OF SYSTEM. FLOW CONTROL GALVANIZED VALVE GA GAUGE VFDC VARIABLE FREQUENCY DRIVE FIRE/RADIATION DAMPER WITH ACCESS PANEL GAL GALLON YAV VARIABLE AIR VOLUME 28. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE DUCT TAG SHALL LOCATED WITHIN 6 FEET OF THE BALL VALVE FOR PIPING 2-INCHES AND SMALLER, BUTTERFLY VALVE FOR PIPING 2-1/2 INCHES AND SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR BE --I��- GALV GALVANIZED Vs VARIABLE SPEED EXHAUST DUCT CONNECTION. COMBINATION FIRE/SMOKE DAMPER WITH ACCESS PANEL LARGER GPM GALLONS PER MINUTE W WATTS 29. CONTRACTOR TO ORDER ALL FIRE/SMOKE DAMPERS WITH INTEGRAL SMOKE DETECTORS AND END STOP INDICATOR OPTIONS. BUTTERFLY VALVE HP HTWR HORSEPOWER HIGH TEMPERATURE HOT WATER RETURN W/ WITH VERIFY VOLTAGE WITH ELECTRICAL DRAWINGS. IF BUILDING IS EQUIPPED WITH FIRE ALARM SYSTEM ALL FIRE/SMOKE DAMPERS WILL BE CONNECTED TO BUILDING FIRE ALARM SYSTEM. EXISTING DUCTWORK TO BE REMOVED (DASHED LINETYPE) -��I-- W/0 WITHOUT - - - CHECK VALVE HTWS HIGH TEMPERATURE HOT WATER SUPPLY 30. ALL MECHANICAL EQUIPMENT SHALL BE THOROUGHLY CLEANED OF ALL DIRT, OIL, CONCRETE, ETC. ANY DENTS, SCRATCHES DUCT MOUNTED SMOKE DETECTOR PROVIDED AND WIRED BY HW HOT WATER WB WETBULB OR OTHER VISIBLE BLEMISHES SHALL BE CORRECTED AND THE APPEARANCE OF THE EQUIPMENT MADE "LIKE NEW" AND TO ELECTRICAL CONTRACTOR AND INSTALLED IN DUCT BY ZD ZONE DAMPER THE SATISFACTION OF THE ARCHITECT/ENGINEER. UPON COMPLETION, AND BEFORE FINAL ACCEPTANCE OF THE WORK, ALL MECHANICAL CONTRACTOR. REFER TO SPECIFICATIONS FOR STRAINER DEBRIS, RUBBISH, LEFTOVER MATERIALS, TOOLS AND EQUIPMENT SHALL BE REMOVED FROM THE SITE. PROTECTION OF WORK CONTROL REQUIREMENTS. UNTIL FINAL ACCEPTANCE: PROTECT ALL MATERIALS AND EQUIPMENT FROM DAMAGE, ENTRANCE OF DIRT AND CONSTRUCTION BALANCE VALVE WITH INTEGRAL TAPS FOR CONNECTION DEBRIS FROM THE TIME OF INSTALLATION UNTIL FINAL ACCEPTANCE. ANY MATERIALS AND EQUIPMENT WHICH ARE DAMAGED A-1 AIR DEVICE TAG OF DIFFERENTIAL PRESSURE METER. VALVE SHALL SHALL BE REPAIRED TO "AS NEW" CONDITION OR REPLACED AT THE DIRECTION OF THE ARCHITECT/ENGINEER. WHERE MARK-C HAVE NAMEPLATE INDICATING WATER FLOW RATE VERSUS FACTORY FINISHES OCCUR AND DAMAGE IS MINOR, FINISHES MAY BE TOUCHED UP. IF, IN THE OPINION OF THE VALVE PRESSURE DROP ARCHITECT/ENGINEER THE DAMAGE IS EXCESSIVE, FACTORY FINISH SHALL BE REPLACED TO "NEW" CONDITION. SIDEWALL TRANSFER GRILLE A AUTOMATIC FLOW CONTROL VALVE WITH INTEGRAL 31. DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT AND EXTENT OF WORK. EXACT LOCATIONS AND TEMPERATURE AND PRESSURE TEST PORTS ARRANGEMENT OF MATERIALS AND EQUIPMENT SHALL BE DETERMINED, WITH THE ACCEPTANCE OF THE ARCHTTECT/ENGINEER, AS WORK PROGRESSES TO CONFORM IN THE BEST POSSIBLE MANNER WITH THE SURROUNDINGS AND WITH THE ADJOINING WORK OF OTHER TRADES. WHERE LOCATIONS OF EQUIPMENT, DEVICES OR FIXTURES ARE CONTROLLED BY ARCHITECTURAL SIDEWALL SUPPLY REGISTER UNION FEATURES, ESTABLISH SUCH LOCATIONS BY REFERRING TO DIMENSIONS ON ARCHITECTURAL DRAWINGS AND NOT BY SCALING DRAWINGS. 32. IN CASE OF DIFFERENCES BETWEEN DRAWINGS AND SPECIFICATIONS, OR WHERE DRAWINGS AND SPECIFICATIONS ARE NOT SIDEWALL RETURN GRILLE OR OUTSIDE AIR LOWER VENTURI FLOW METER CLEAR OR DEFINITE, THE SUBJECT SHALL BE REFERRED TO ARCHITECT/ENGINEER FOR CLARIFICATION AND INSTRUCTIONS. PRESSURE AND/OR TEMPERATURE PORT 33. ANY INTERRUPTION OF EXISTING MECHANICAL AND ELECTRICAL SERVICES SHALL BE COORDINATED IN ADVANCE WITH THE OWNER'S REPRESENTATIVE. THIS INCLUDES, BUT IS NOT LIMITED TO, SERVICES PROVIDING CHILLED WATER, Ell ECTRICITY, OR SIDEWALL EXHAUST GRILLE OTHER CRITICAL SYSTEMS AS MAY BE PERTINENT TO THIS PARTICULAR PROJECT. SERVICE INTERRUPTION TIMES AND THERMOMETER DURATION OF INTERRUPTION OF SERVICES SHALL BE DECIDED BY THE OWNER. PROVIDE APPROPRIATE PROVISIONS (SUCH AS WALL MOUNTED DDC TEMPERATURE SENSOR ISOLATION SHUT-OFF VALVES, DAMPERS, END CAPS, AND SIMILAR ITEMS) AS NECESSARY TO ACCOMMODATE THE REQUIRED MOUNT 4'-0" ABOVE FINISHED FLOOR SERVICE INTERRUPTIONS. IF SHUTDOWNS CANNOT BE ACCOMMODATED, PROVIDE MEANS FOR "WET" TAPPING OR "HOT" PRESSURE GAUGE WITH GAUGE COCK TAPPING OF PIPING SYSTEMS. O WALL MOUNTED THERMOSTAT 34. ALL MAIN DUCTWORK SHOWN PER PLAN IS TO BE SHEET METAL OR DUCT BOARD. ALL DUCT BOARD INSTALLATIONS ARE TO MOUNT 4'-0" ABOVE FINISHED FLOOR FLEXIBLE CONNECTION BE APPROVED BY BUILDING OWNER PRIOR TO MATERIAL PURCHASE. © WALL MOUNTED CO SENSOR 35. FIRE & FIRE/SMOKE DAMPERS ARE REQUIRED TO BE UL LISTED AND APPROVED FOR THE ASSEMBLIES LISTED ON THE MOUNT 4'-0" ABOVE FINISHED FLOOR PRESSURE RELIEF VALVE ARCHITECTURAL DRAWINGS. THESE DAMPERS MUST ALSO BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING. H O WALL MOUNTED DDC HUMIDITY SENSOR MOUNT 4'-0" ABOVE FINISHED FLOOR OPENING IN WAIL ABOVE CEILING Os WAIL MOUNTED HUMIDISTAT SENSOR VALUES MOUNT 4'-0" ABOVE FINISHED FLOOR ENERGY CALCULATION A PHOTO DETAIL OR SECTION IDENTIFICATION TARGET � EQUIPMENT 3 TYPE MARK EQUIPMENT TAG ROOF: R-30 A = DETAIL NUMBER WALLS: R-19 NOTE: B B = SHEET NUMBER ON WHICH DETAIL IS LOCATED 1" DOOR UNDER CUT. ARROW WINDOWS: THIS PROJECT HAS MET THE MINIMUM ENERGY CODE REQUIREMENTS AND HAS UC INDICATES DIRECTION OF FLOW SHGC: 25 U VALUE: U-.4 BEEN DESIGNED TO THE MINIMUM VALUES NOTED. ALL MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT MUST MEET OR EXCEED THE MINIMUM VALUES RD RADIATION DAMPER INSTALLED IN AIR DEVICE FLEX DUCT VLT: .58 NOTED PER THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE AND DOORS: R-2.5 FLORIDA ENERGY CODE. RD RADIATION DAMPER INSTALLED IN DUCT Q (� Joseph, LCIWPQnCe CJC 1�0 FLOORS: R-11 NOTE. SYMBOLS SHOWN ON THIS MECHANICAL LEGEND ARE FOR Consulting Engineers NOTE: ELBOW WITH TURNING VANES REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS GENERAL NOTES ON THIS MECHANICAL SHEET ARE FOR MAY NOT BE USED FOR THIS PROJECT. 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 GENERAL REFERENCE PURPOSES ONLY. ALL OF THESE TEL: 321.972.4466 NOTES MAY NOT BE USED FOR THIS PROJECT. WWW.JLCENG.COM CA NO. 28730 M FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: Z�, SHEET REVISIONS: EDITED BY: SMB/AJB N PROJECT NO. 4097 Apartments Symbols, Abbreviations, and General Notes - Mechanical M15.00 FORUME Ij �I I i I I I� 11 0\ if I I ICI I e m _ _ ®/ \� ��=_v_� �_ ,r_= �r ��• — =u =.vim �-�-�. __ — _______�— — _____=_ � III li s I III 19 i III ItlItl II �I Ili l0 II Id I III II I III Id Site Plan - Mechanical LEGEND X BUILDING ID NUMBER Y Z NUMBER OF UNITS PER BUILDING BUILDING TYPE I I it I II II A j I II II R II I I --------------a I II b ---JI r I u w r- - - - - - - - - - - o. w I N L— — — — — — — — — — — O I c; I I ! I o I I r I � J i _TOP OF BANK_ ------------- EXISTING STORAGE FACILITY (I -Story, 5, 100 SF) ------------------- I II I t I II I I N I II I I 11 II I I I! II I 14 I I I I I I II I I II � I I II I I 11 II I I tl I I I 1 I y l I ® I { I I li i I I I w o I rn? I s m I `'o i I ---------------7 m fe W I I 2p mom I om I li I I 1" = 60'-0" i GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE TO OBSERVE THE EXISTING CONDITIONS OF THE PROJECT. REVIEW GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. CONDENSING UNIT LOCATIONS ARE SHOWN ON SITE AS REFERENCE ONLY. EXACT CONDENSING UNIT LOCATIONS WILL NEED TO BE COORDINATE WITH CIVIL AND LANDSCAPE DRAWING AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. CONDENSING UNITS TO BE PLACED IN LOCATIONS WHERE REFRIGERANT LINES WILL NOT EXCEED 75'-0". PROVIDE CONDENSING UNITS WITH HOUSEKEEPING PAD AND ROUTE REFRIGERANT PIPING PER MECHANICAL DETAILS AND RISERS. REFER TO ARCHITECTURAL OR LANDSCAPE DRAWINGS FOR SCREENING IF REQUIRED. Joseph. Laweence & Co Consultinq Lnginee ps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 d Z ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO, 4097 Site Plan Mechanical M15.01 REFERENCE NOTES: o FORUME ARCHITECTURE & MOUNT BOTTOM OF UNIT NO LOWER THAN 6'-8" AFF. WALL MOUNTING BRACKET FURNISHED BY MANUFACTURER. WALL SLEEVE WITH CAPS FURNISHED BY MANUFACTURER. y CHECK VALVE IN CONDENSATE LINE. S SA (PROVIDED CONDENSATE PUMP AS REQUIRED) WIRING TO WALL MOU THERMOSTAT CONDENSATE LINE SECURE CONDENSING UNIT USING MIAMI TECH CONDENSING UNIT TIE DOWN STRAP. MODEL NUMBER FL14CUTD OR EQUIVALENT. ROUTE REFRIGERANT LINES AND TO CONDENSING UNIT PER PLAN. INSULATED REFRIGERANT SUPPLY & RETURN LINES. OBSUREVE MANUFACTURER'S. RECOMMENDED SIZE AND LENGTH AIRFLOW �� 2 "� WALL MOUNTED SPLIT SYSTEM \ NTS SUPPORT DETAIL 7 Maintenance & Trash - Floor Plan - Mechanical TERMINATE CONDENSATE TO GREEN SPACE OR DRYWELL. �1I� Ili O1 INSTALL CONDENSING UNIT AND HOUSEKEEPING PAD PER DETAIL ON THIS SHEET. COORDINATE CONDENSING UNIT LOCATION WITH OWNER. �2 MOUNT MAU PER DETAIL AND ROUTE REFRIGERANT LINES WITHIN WALL DOWN THRU FLOOR AND UNDER SLAB TO GROUND MOUNTED CONDENSING UNIT. SEE PLUMBING PLANS FOR CONDENSATE DISPOSAL. ROUTE REFRIGERANT LINES PER DETAIL. 1 /4" = 1'-0" MINI -SPLIT AIR HANDLING UNIT SCHEDULE FAN COOLING COIL FILTERS ELECTRIC HEATING COIL SINGLE POINT UNIT UNIT INFORMATION MARK LOCATION TOTAL AIR OUTSIDE D N STAPRESS DRIVE ENTERING LEAVING TOTAL SENSIBLE COIL COIL (FINS TOTAL VOLTS/ HEATER VOLTAGE/ SINGLE SINGLE IT UNIT SIZE OPERATING MANUFACTURER MODEL NUMBER NOTES SERVED FLOW AIR FLOW TYPE FLA AIR TEMP. AIR TEMP. CAPACITY CAPACITY AREA ROW TYPE EFFICIENCY THICKNESS CAPACITY PHASE WATTS PHASE CIRCUIT CIRCUIT (H xD� (CFM) (CFM) IN.WG. (F' DB/WB) (F' DB/VIIB) (BTUH) (BTUH) (SQ.FT.) (BTUH) MCA MOCP (�•) MAU-1 ELECTRICAL/ELEVATOR EQUP. 1 370 1 - I - I - 1 0.33 1 80.0 67.0 56.0 54.0 1 12,000 1 - I - I - I INTERNAL I 25i-30% 1 1 208 10 1 1 - I 12'x35'x10' 29 1 MITSUBISHI OR EQUALI TPKAOA0121 HA70A 1 1, 2, & 3 NOTES: 1. POWER FOR INDOOR UNIT PROVIDED FROM EXTERIOR CONDENSER. COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE POWER WIRING BETWEEN EACH UNIT IN FIELD. 2. ROUTE AND SIZE REFRIGERANT LINES PER MANUFACTURER'S REQUIREMENTS. 3. MOUNT AS HIGH ON WALL AS POSSIBLE. PROVIDE CONDENSATE PUMP WHERE REQUIRED. MINI -SPLIT CONDENSING UNIT SCHEDULE MARK LOCATION COMPRESSOR CONDENSER FANS ELECTRICAL UNIT INFORMATION MANUFACTURER MODEL NUMBER NOTES OUTDOOR DESIGN TEMP. (F') QTY. CAPACITY STEPS % Qn, NOMINAL HP VOLTAGE/ PHASE COMPRESSOR RtA/LRA CONDENSER FANS MCA MOCP SEER UNIT SIZE (H xW xD) OPERATING WEIGHT (LBS.) QTY. F.L.A. MCU-1 GROUND 95 1 1 1 100 1 1 - 208/10 1 7.0 12.0 1 1 0.50 11 1 30 20.8 25x33'x11' 92 MITSUBISHI OR EQUAL TRUYA01 21 KA70NA 1. & 2. NOTES: 1. PROVIDE COMPLETE WITH TIME DELAY RELAY AND ANTI -SHORT CYCLE TIMER. 2. DISCONNECT SWITCH PROVIDED BY DIVISION 16. Josepk, Laweence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 U z INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumar&itocture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Maintenance & Trash Floor Plan Mechanical M20.42 FORUME COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyrhills Apartments - Maintenance Location: Zephyrhills, Florida Climate Zone: 2a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Zephyrhills, FL 33542 Adam Barney Joseph Lawrence & Co Additional Efficiency Package(s) 1180 Harwood Ave Altamonte Springs, FL 32714 Credits: 1.0 Required 1.0 Proposed Reduced Lighting Power, 1.0 credit Building Area Floor Area 1-Workshop: Nonresidential 293 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Facton.) Perimeter Roof: Attic Roof with Wood Joists, [Bldg. Use 1 - Workshop] 587 0.0 30.0 0.032 0.027 Floor: Slab -On -Grade: Unheated, [Bldg. Use 1 - Workshop] (b) 69 --- --- 0,730 0.730 NORTH Exterior Wall North: Concrete Block:8", Partially Grouted, Cells 200 0.0 7.0 0.094 0.151 Empty, Medium Density, Furring: Wood, [Bldg. Use 1 - Workshop] Door Type A: Insulated Metal, Swinging, [Bldg. Use 1 - 21 --- --- 0.090 0.610 Workshop] Door Type B Garage: Insulated Metal, Non -Swinging, [Bldg. Use 81 --- --- 0.110 0.179 1 - Workshop] EAST Exterior Wall East: Concrete Block:8", Partially Grouted, Cells 140 0.0 7.0 0.094 0.151 Empty, Medium Density, Furring: Wood, [Bldg. Use 1 - Workshop] SOUTH Exterior Wall South: Concrete Block, Bin., Partially Grouted, 200 0.0 7.0 0.091 0.151 Cells Empty, Light Density, Furring: Wood, [Bldg. Use 1 - Workshop] E I Exterior Wall West: Concrete Block:8", Partially Grouted, Cells 140 0.0 7.0 0.094 0.151 Empty, Medium Density, Furring: Wood, [Bldg. Use 1 - Workshop] (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) Slab -On -Grade proposed and budget U-factors shown in table are F-factors, Project Title: Zephyrhills Apartments - Maintenance Report date: 02/15/22 Data filename: Page 1 of 16 6 COMcheck Software Version COMcheckWeb Exterior Lighting Compliance Certificate 8�e Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyrhills Apartments - Maintenance Project Type: New Construction Exterior Lighting Zone 2 (Light industrial area with limited nighttime use (LZ2)) Construction Site: Owner/Agent: Designer/Contractor: Zephyrhills, FL 33542 Adam Barney Joseph Lawrence & Co 1180 Harwood Ave Altamonte Springs, FL 32714 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Wattage (B X C) Illuminated area of facade wall or surface 680 ft2 0.07 No 51 Total Tradable Watts (a) = 0 Total Allowed Watts = 51 Total Allowed Supplemental Watts (b) = 400 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 400 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. Illuminated area of facade wall or surface (680 ft2): Non -tradable Wattage TB: LED Other Fixture Unit 13W: 1 2 36 72 Total Tradable Proposed Watts = 0 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2020 Florida Building Code, Energy Conservation requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Blake L. Suddeth, P.E. 02/1512022 Name - Title Signature Date \�\\\1111�IIIfillrlf/ /llfj�l�� 9 -� Project Title: Data filename: Zephyrhills Apartments -Maintenance' fi�OR IpP ��`\ Report Page ate: 042/ f5/�26 �*////, SiONAL \ UlllrllHlN1t11�1� Mone PASSES- Desian 26% batten than cc Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2020 Florida Building Code, Energy Conservation requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist, Adam J. Barney, P,E � - 02/1.5/202 Name -Title Signature Date Project Title: Zephyrhills Apartments - Maintenance Data filename: 86COMcheck Software Version COMcheckWeb /1' Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: Zephyrhills, FL 33542 2020 Florida Building Code, Energy Conservation Zephyrhills Apartments - Maintenance Zephyrhills, Florida 2a New Construction Owner/Agent: Additional Efficiency Package(s) Report date`. 02/15/22 Page 2 of 16 Designer/Contractor: Adam Barney Joseph Lawrence & Co 1180 Harwood Ave Altamonte Springs, FL 32714 Credits: 1.0 Required 1.0 Proposed Reduced Lighting Power, 1.0 credit Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Cooling: 1 each - Split System, Capacity = 12 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: None Proposed Efficiency = 20.00 SEER, Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 1 -- Compliance (Motor nameplate HP and fan efficiency method) : Passes Fans: FAN 1 Supply, Constant Volume, 370 CFM, 0.1 motor nameplate hp, 14.00 fan energy index , fan exception: Single fan <= 5HP Mechanical Compliance Statement Compliance Statement; The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2020 Florida Building Code, Energy Conservation requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the inspection Checklist. Adam J. Barney, P.E. -17 . i" .. _ 02/1 Jar/ 0a` 2 Name - Title Signature r Date Project Title: Zephyrhills Apartments - Maintenance Data filename: Report date: 02/15/22 Page 5 of 16 COMcheck Software Version COMcheckWeb Interior Lighting Compliance Certificate 8/0' Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyrhills Apartments - Maintenance Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Zephyrhills, FL 33542 Adam Barney Joseph Lawrence & Co Additional Efficiency Package(s) 1180 Harwood Ave Altamonte Springs, FL 32714 Credits: 1.0 Required 1.0 Proposed Reduced Lighting Power, 1.0 credit Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 1-Workshop 293 0.81 237 Total Allowed Watts = 237 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. 1-Workshop TA: LED Other Fixture Unit 25W: 1 2 47 94 Total Proposed Watts = 94 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2020 Florida Building Code, Energy Conservation requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist, Blake L. Suddeth, P.E. • 02/1.,►'/2022 Name - Title Signature Date Eii T .� �OR1� NA1. I////IrILI)1a1�11�!\ Project Title: Zephyrhills Apartments - Maintenance Report date: 02/15/22 Data filename: Page 3 of 16 I ON Joseph, Liwipence & Co Consultinq Engineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Maintenance & Trash Energy Calculations Mechanical M20.42A a ELECTRICAL SYMBOL LEGEND WIRING AND POWER NOS: SYMBOLS SHOWN ARE FOR REFERENCE PURPOSES ONLY. -e WALL OUTLET BOX AND SINGLE RECEPTACLE ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS =0 WALL OUTLET BOX AND DUPLEX RECEPTACLE I PROJECT. TWO GANG WALL OUTLET BOX AND (2) DUPLEX RECEPTACLES WALL OUTLET BOX AND DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER WALL OUTLET BOX AND DUPLEX RECEPTACLE WITH TOP HALF SWITCHED WALL OUTLET BOX AND DUPLEX RECEPTACLE CONNECTED TO EMERGENCY SYSTEM m CEILING OUTLET BOX AND SINGLE RECEPTACLE ® CEILING OUTLET BOX AND DUPLEX RECEPTACLE =9 WALL OUTLET BOX AND GFCI DUPLEX RECEPTACLE -@ WALL OUTLET BOX AND GFCI DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER =@S WALL OUTLET BOX AND DUPLEX SAFETY RECEPTACLE =@T WALL OUTLET BOX AND DUPLEX TWIST -LOCK RECEPTACLE =@WP WALL OUTLET BOX AND GFCI DUPLEX RECEPTACLE WITH WEATHERPROOF COVER ® WALL OUTLET BOX AND SPECIAL PURPOSE OUTLET AS NOTED ON PLANS ® FLUSH FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE ® FLUSH FLOOR OUTLET BOX WITH (2) DUPLEX RECEPTACLES ® FLUSH FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE AND TELECOMMUNICATIONS OUTLET 10 FLUSH WALL JUNCTION BOX AND BLANK PLATE m JUNCTION BOX AND BLANK PLATE ABOVE CEILING m SURFACE MOUNTED JUNCTION BOX AND BLANK PLATE 91WP SURFACE MOUNTED WEATHERPROOF JUNCTION BOX AND COVER mPB FLUSH GRADE FIBER COMPOSITE PULL BOX AS NOTED ,0' MOTOR CONNECTION AS NOTED 0 FLUSH SHUNT -TRIP BUTTON, MOUNTED 80" TO TOP ® CONTROL AND/OR POWER EQUIPMENT CONNECTION TIME CLOCK ® PHOTO CELL 0-' DISCONNECT SWITCH, SIZE AS NOTED -_ 120/208V BRANCH CIRCUIT PANELBOARD, SURFACE MOUNTED 120/208V BRANCH CIRCUIT PANELBOARD, FLUSH MOUNTED -� 277/480V BRANCH CIRCUIT PANELBOARD QT TRANSFORMER 8 AUTOMATIC TRANSFER SWITCH BRANCH CIRCUIT HOMERUN WITH PANEL NAME AND CIRCUIT NUMBER, q_3� QUANTITY OF ARROWHEADS DENOTES QUANTITY OF BRANCH CIRCUITS BRANCH CIRCUIT WIRING, PROVIDE QUANTITY OF CONDUCTORS REQUIRED FOR CIRCUITING AND SWITCHING INDICATED ON PLANS POWER LEG ONLY (NO SWITCH LEG BETWEEN ROOMS) --3 CONDUIT CAPPED OFF -� CONDUIT CONTINUED 0 CONDUIT RUN UP --0 CONDUIT RUN DOWN -* GROUND OR GROUND ROD AS NOTED LIGHTING AND SWITCHING CEILING MOUNTED LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE 0 CEILING MOUNTED RECESSED DOWNLIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE 0 CEILING MOUNTED RECESSED WALLWASH FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE 0 CEILING MOUNTED "CLOSE TO CEILING" FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE + PENDANT MOUNTED LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE TRACK LIGHT FIXTURE WITH HEADS AS REQUIRED, REFER TO LIGHT FIXTURE SCHEDULE FO WALL MOUNTED LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE ® CEILING MOUNTED LIGHT FIXTURE WITH EMERGENCY BACKUP O CEILING MOUNTED RECESSED DOWNLIGHT FIXTURE WITH EMERGENCY BACKUP Q WALL MOUNTED LIGHT FIXTURE WITH EMERGENCY BACKUP 4s;P WALL MOUNTED EMERGENCY BATTERY LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE NEF.a CEILING MOUNTED EMERGENCY BATTERY LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE ®1 CEILING MOUNTED EXIT SIGN WITH EMERGENCY BACKUP, REFER TO LIGHT FIXTURE SCHEDULE 1,0+ WALL MOUNTED EXIT SIGN WITH EMERGENCY BACKUP, REFER TO LIGHT FIXTURE SCHEDULE Al COMBINATION EXIT SIGN AND EMERGENCY LIGHT FIXTURE WITH BATTERY BACKUP So WALL OUTLET BOX AND SINGLE POLE SWITCH ('a' INDICATES SWITCH LEG) S3 WALL OUTLET BOX AND THREE-WAY SWITCH SF WALL OUTLET BOX AND FAN CONTROL SWITCH SD WALL OUTLET BOX AND DIMMER SWITCH AS REQUIRED FOR LOAD SERVED SD3 WALL OUTLET BOX AND THREE-WAY DIMMER SWITCH SM WALL OUTLET BOX WITH SINGLE POLE MANUAL MOTOR STARTER SWITCH SO WALL OUTLET BOX AND DUAL TECHNOLOGY OCCUPANCY SENSOR ST WALL OUTLET BOX AND DIGITAL TTMECLOCK SWITCH FOR AUTOMATIC CONTROL CEILING OUTLET BOX AND DUAL TECHNOLOGY OCCUPANCY SENSOR ® CEILING OUTLET BOX AND DAYLIGHT HARVESTING SENSOR FIRE ALARM SYSTEM LEGEND [F MANUAL PULL STATION n4cd WALL MOUNTED HORN WITH STROBE (cd=CANDELA RATING) MOP WALL MOUNTED HORN WITH STROBE IN WEATHERPROOF ENCLOSURE CEILING MOUNTED HORN WITH STROBE HIM WALL MOUNTED MINI HORN EMM WALL MOUNTED MINI HORN WITH STROBE 91 WALL MOUNTED VOICE EVACUATION SPEAKER WITH STROBE (94 CEILING MOUNTED VOICE EVACUATION SPEAKER WITH STROBE RD WALL MOUNTED STROBE (D SMOKE DETECTOR OO CO SMOKE AND CARBON MONOXIDE COMBINATION DETECTOR DUCT MOUNTED SMOKE DETECTOR (D HEAT DETECTOR IM REMOTE DUCT DETECTOR INDICATOR LIGHT AND TEST SWITCH (NUMBER' INDICATES QUANTITY) ® FAN SHUT -DOWN RELAY ❑D ELECTROMAGNETIC DOOR RELEASE DEVICE 41- SMOKE DAMPER (PROVIDE BY MECHANICAL, CONNECTED BY ELECTRICAL) 0 FIREMAN'S PHONE JACK SPRINKLER SYSTEM SUPERVISORY SWITCH CONNECTION © SPRINKLER SYSTEM FLOW SWITCH CONNECTION CEI CONTROL MODULE FMUI MONITOR MODULE ® LOCK BOX &M FIRE ALARM CONTROL PANEL F� FIRE ALARM TERMINAL CABINET % FIRE ALARM ANNUNCIATOR PANEL &M DIGITAL ALARM COMMUNICATOR TRANSMITTER TELECOMMUNICATION SYSTEM LEGEND COMBINATION TELECOMMUNICATIONS/DATA WALL OUTLET BOX AND BLANK PLATE WITH MIN. 3/4"C. TO ACCESSIBLE CEILING SPACE. COORDINATE OUTLET REQUIREMENTS WITH OWNER. W TELECOMMUNICATIONS WALL OUTLET BOX AND BLANK PLATE FOR WALL MOUNTED TELEPHONE WITH MIN. 3/4"C. TO ACCESSIBLE CEILING SPACE. COORDINATE OUTLET REQUIREMENTS WITH OWNER. DATA WALL OUTLET BOX AND BLANK PLATE WITH MIN. 3/4°C. TO ACCESSIBLE CEILING SPACE. COORDINATE OUTLET REQUIREMENTS WITH OWNER. FLUSH FLOOR OUTLET BOX WITH POWER DEVICE AND TELECOMMUNICATIONS OUTLET ® WITH MIN. 3/4"C. TO ACCESSIBLE CEILING SPACE. A CEILING OUTLET BOX AND BLANK PLATE WITH MIN. 3/4"C. TO TTB FOR WIRELESS ACCESS POINT. COORDINATE OUTLET REQUIREMENTS WITH OWNER. TV COMBINATION TELECOMMUNICATIONS/TELEVISION WALL OUTLET BOX AND BLANK v PLATE. COORDINATE OUTLET AND CABLING REQUIREMENTS WITH OWNER. ® 3/4" PLYWOOD TELEPHONE TERMINAL BOARD, SIZE AS SHOWN ON PLANS. C&C TELEPHONE TERMINAL CABINET, SIZE AS NOTED ON PLAN. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70), AND THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE. 2. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND COORDINATE WITH ALL EQUIPMENT MANUFACTURER/INSTALLERS PRIOR TO BIDDING. 3. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE LABEL LISTED BY AN APPROVED THIRD -PARTY TESTING AGENCY. BUILDING_ 4. INSTALLATION HEIGHT OF EQUIPMENT (TO CENTERLINE) ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE SHALL BE: RECEPTACLE = 18" CLOCK = 7'-6" SWITCH = 44" MODULAR JACK FOR WALL MOUNTED TELEPHONE = 48" MODULAR TELEPHONE JACK = 18" TELEVISION OUTLET = 84" COMPUTER OUTLET = 18" CALL SWITCH = 44" REMOTE TEST STATION FOR DUCT DETECTOR = 52" C = ABOVE COUNTER BACKSPLASH, COORDINATE WITH ARCHITECTURAL ELEVATIONS AND MILLWORK. 5. ALL CONDUIT AND WIRING SHALL BE CONCEALED IN WALLS OR ABOVE CEILINGS UNLESS NOTED OTHERWISE OR APPROVED BY THE ARCHITECT/ENGINEER. ALL DEVICE OUTLET BOXES SHALL BE RECESSED UNLESS NOTED OTHERWISE OR APPROVED BY THE ARCHITECT/ENGINEER. WHERE APPROVED OR NOTED SURFACE METAL RACEWAY AND DEVICE BOXES SHALL BE USED IN LIEU OF CONDUIT AND CONCEALED BOXES AT NO EXTRA COST TO THE OWNER. 6. ALL CONDUIT ROUTING SHOWN IS APPROXIMATE ONLY. CONTRACTOR SHALL FIELD VERIFY FINAL ROUTE WITH ALL OTHER TRADES AND CONDITIONS IN FIELD PRIOR TO ROUGH -IN. 7. CONDUIT RUNS SHOWN ARE SCHEMATIC AND DO NOT INDICATE THE NECESSARY FITTINGS AND JUNCTION BOXES THAT ARE INCLUDED IN THE SCOPE OF THE WORK. 8. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL WIRING WITH THE SOURCE AND CIRCUIT AT ALL ELECTRICAL EQUIPMENT, PULL AND JUNCTION BOXES AND ELECTRICAL TERMINATIONS PROVIDED OR ASSOCIATED WITH THIS CONSTRUCTION. 9. COORDINATE EXACT LOCATION OF LIGHTING FIXTURES IN MECH. ROOMS/SPACES WITH DUCTWORK INSTALLER PRIOR TO ROUGH -IN. LOCATE BELOW DUCTWORK(8'-0" AFF MINIMUM) CENTERED IN ROOM AS MUCH AS POSSIBLE. 10. COORDINATE EXACT INSTALLATION REQUIREMENTS OF OUTLETS IN MILLWORK WITH ARCHITECTURAL DRAWINGS, APPROVED SHOP DRAWINGS AND MILLWORK INSTALLER PRIOR TO ROUGH -IN. 11. VERIFY EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL INSTALLER PRIOR TO ROUGH -IN. 12. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL LIGHT FIXTURES 13. PROVIDE NYLON PULLSTRINGS IN ALL EMPTY CONDUITS. 14. COORDINATE THE EXACT LOCATION OF ALL ELECTRICAL EQUIPMENT LOCATED IN ELEVATOR MACHINE ROOMS, SHAFTS AND PITS. LOCATE EQUIPMENT AS REQUIRED TO MEET APPLICABLE CODES.PROVIDE AUTOMATIC DISCONNECTION OF THE ELEVATOR MAIN POWER SUPPLY (PER ANSI A17.1, RULE 102.2 1987 ED.) PRIOR TO ACTIVATION OF AUTOMATIC SPRINKLER LOCATED WITHIN THE ELEVATOR MACHINE ROOM, PIT OR SHAFT. COORDINATE WITH FIRE PROTECTION AND FIRE ALARM INSTALLER. 15. COORDINATE THE REQUIRED SIZE OF ALL CIRCUIT BREAKERS FEEDING EQUIPMENT, (I.E. MOTORS, HVAC, KITCHEN EQUIPMENT, SPECIAL PURPOSE OUTLETS, ELEVATORS, OWNER FURNISHED EQUIPMENT ETC. ) WITH APPROVED EQUIPMENT SHOP DRAWINGS AND OWNER REPRESENTATIVES PRIOR TO ORDERING PANELBOARDS. BREAKERS SHALL BE SIZED PER THE NEC, THE EQUIPMENT NAME PLATE AND MANUFACTURERS RECOMMENDATIONS. 16. ALL DIMMED CIRCUITS SHALL BE PROVIDED WITH DEDICATED NEUTRALS FOR EACH DIMMER AND PHASE CONDUCTOR THROUGHOUT THE ENTIRE CIRCUIT. 17. THE POWER COMPANY SHALL BE CONTACTED WITHIN 10 DAYS OF THE AWARD OF THE CONTRACT BY THE CONTRACTOR TO VERIFY THE ACTUAL AVAILABLE SHORT CIRCUIT FAULT CURRENT (AIC) AT THE TRANSFORMER SECONDARY BUSHINGS. THE CONTRACTOR SHALL PROVIDE ELECTRICAL DISTRIBUTION AND UTILIZATION EQUIPMENT AND PANELBOARDS WHICH HAVE AIC/WITHSTAND RATINGS GREATER THAN THE AVAILABLE AIC AT EACH POINT IN THE ELECTRICAL SYSTEM. 18. CONTRACTOR SHALL INCLUDE IN HIS BID THE TRANSPORT AND DISPOSAL OR RECYCLING OF ALL WASTE MATERIALS GENERATED BY THIS PROJECT IN ACCORDANCE WITH ALL RULES, REGULATIONS AND GUIDELINES APPLICABLE. 19. PANEL SCHEDULES INDICATE CIRCUIT DESIGNATIONS ONLY. CONTRACTOR TO PROVIDE MATERIALS AS REQUIRED WHEN NEUTRALS ARE SHARED TO COMPLY WITH NEC REQUIREMENTS. ALL SINGLE PHASE MULTIWIRE BRANCH CIRCUITS SHALL BE FED VIA A TWO POLE BREAKER OR TWO SINGLE POLE BREAKERS WITH AN IDENTIFIED HANDLE TIE. ALL THREE PHASE MULTIWIRE BRANCH CIRCUITS SHALL BE FED VIA A THREE POLE BREAKER OR THREE SINGLE POLE BREAKERS WITH AN IDENTIFIED HANDLE 11E (PER NEC 210.413). 20. PER NEC 110.22; PROVIDE PERMANENT LABELING FOR ALL SERIES RATED PANEL ENCLOSURES TO READ AS FOLLOWS: CAUTION - SERIES COMBINATION SYSTEM RATED AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED. 21. ELECTRICAL CONTRACTOR SHALL PROVIDE FULL LIGHTNING PROTECTION SYSTEM FOR THIS PROJECT PER NFPA 780. GROUNDING: 22. ALL METAL RACEWAYS, INCLUDING CONDUIT, WIRE TROUGHS, WIREMOLD, ETC., SHALL BE GROUNDED. ALL CONNECTIONS IN METAL RACEWAYS SHALL BE COMPLETED IN SUCH A MANNER AS TO MAINTAIN A CONTINUOUS PATH TO GROUND THROUGHOUT THE ENTIRE LENGTH OF THE RACEWAY. WIRING: 23. UNLESS NOTED OTHERWISE ON THE DRAWINGS OR ON THE EQUIPMENT WIRING SCHEDULE, EACH BRANCH CIRCUIT HOME RUN SHALL BE THREE (3) #12 AWG THHN/THWN (1 HOT, 1 NEUTRAL & 1 EQUIPMENT GROUND) IN 3/4" EMT CONDUIT. PROTECT EACH CIRCUIT WITH A 20 AMPERE, 1-POLE OVERCURRENT DEVICE UNLESS NOTED OTHERWISE. COMBINED NEUTRALS ARE NOT PERMITTED. 24. THE USE OF 'NM' CABLE FOR BRANCH CIRCUIT WIRING IS ACCEPTABLE WHERE ALLOWED BY THE NEC AND AUTHORITY HAVING JURISDICTION. BDA SYSTEM: 25. ALL BUILDINGS WITHIN THIS PROJECT SHALL HAVE AN APPROVED THIRD -PARTY PROVIDE A SPECTRUM ANALYSIS GRID TEST OF THE BUILDINGS AND PROVIDE A COPY OF THE ANALYSIS OF THE RADIO SIGNAL STRENGTH AND RECOMMENDATIONS FOR THE REQUIREMENT OF A DAS/BDA SYSTEM (WHETHER NECESSARY TO INSTALL) TO THE G.C. AND AHJ. IF REQUIRED TO BE ADDED, BASED ON TESTING, DESIGN WILL BE PROVIDED BY OTHERS (DAS/BDA CONTRACTOR) UNDER A SEPARATE PERMIT AND IN CONFORMANCE TO THE FFPC, FAC AND NFPA. FINAL TESTING WILL BE REQUIRED AT COMPLETION OF THE BUILDING CONSTRUCTION PRIOR TO OBTAINING THE CERTIFICATE OF OCCUPANCY. THE SIGNAL STRENGTH SHALL MEET THE REQUIREMENTS OF THE FLORIDA FIRE PREVENTION CODE 6TH EDITION; NFPA 1 11.10; NFPA 72-2016 EDITION 24.5.2.2, 24.5.2.3; AND MUST BE TESTED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN NFPA 72-2016 EDITION 14.4.10 (1-6) AND A14.4.10 (1-3). Josep%, Laweence CSC Co Consulting Ingineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarGhitecture.com Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MAR/BLS PROJECT N0, 4097 Apartments Symbols, Abbreviations, and General Notes - Electrical E16-00 Q GENERAL NOTES: FORUME I � II I I I II I II I I I I I I I I Ij I II I I I I I I I I I �1 II bl II I 'll II I III II I III II Al Site Plan - Electrical I I 1 I I II II � II II I II I I ' I I-------------� I II l II u w ----------- i ----I---- �a �� I Ilk a L=— �X ! I ------------------------------, I i EXISTING STORAGE FACILITY I (1-Story, 5, 100 SF) I a II —IF II u i I II I I u I I i II I II I I II I it II i I n I I u I I •�`'�` I + + + + II I I I I? II ° 1 I II °o I m l ----------------------------- I =�~ I I — I ! I —N I �> ay I II I I �fi =gm I om II I I I n In I v I II I I I I I I I few I I I I 1 If = 60'-0" LEGEND X BUILDING ID NUMBER Y Z NUMBER OF UNITS PER BUILDING BUILDING TYPE A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRICAL CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. REFERENCE NOTES: O O1 REFER TO RESPECTIVE FLOOR PLANS, POWER RISER DIAGRAMS AND PANEL SCHEDULES FOR ADDITIONAL SERVICE INFORMATION. O2 UTILITY COMPANY TRANSFORMER; 120/(208 OR 240)V, (1 OR 30) SECONDARY. TRANSFORMER LOCATIONS SHOWN IS PRELIMINARY. ELECTRICAL CONTRACTOR SHALL VERIFY EXACT LOCATION WITH LOCAL UTILITY COMPANY PRIOR TO ROUGH —IN. O3 PROVIDE IN GROUND WEATHERPROOF PULL BOX FOR CONNECTION OF GATE MOTOR. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH OWNER PRIOR TO ROUGH —IN AND PROVIDE AS REQUIRED. O4 PROVIDE IN GROUND WEATHERPROOF PULL BOX AND CONDUIT TO CONNECT GATE CONTROLLER. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH OWNER PRIOR TO ROUGH —IN. Josep%, Lawence & Co Consulting Lnginee ps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 Blake Lawrence Suddeth I P.E. #: 69060 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Site Plan Electrical E16.01 GENERAL NOTES: FORUME 0 rJ ,a ci_�HT-9 Maintenance & Trash - Floor Plan - Power & Systems 1 /4" = 1'-0" PANEL'HT' LOCATION: MAINT/TRASH VOLTAGE: 120/208V 30 4W MIN. AIC RATING: 1OK AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND &NEUTRAL BUS TYPE: SQUARE 'D' - TYPE NQ MAINS. 100A ❑ MLO ® MCB MOUNTING: SURFACE FED FROM: UTILITY XFMR LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 3R CIRCUIT DESCRIPTION N o Z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT z CIRCUIT DESCRIPTION Y v NEU GND COND 0 NEUT GND COND 1 TRASH COMPACTOR 4 4 10 1' 60/3 3.86 A 1.00 30/2 10 10 10 /4' MCU-1 2 3 - 4 - - - - 3.86 B 1.00 - 10 - - - - 4 5 - 4 - - - - 3.86 C 0.50 20/1 12 12 12 1/2" GARAGE DOOR OPENER 6 7 LIGHTS - MAINTENANCE 12 12 12 1/2' 20/1 0.10 A 0.36 20/1 12 12 1 12 1/2 0 RECEPTACLES - EXTERIOR 8 9 LIGHTS - EXTERIOR 1 12 12 12 1/2' 20/1 0.10 B 0.36 20/1 12 12 1 12 1/2" IRECEPTACLES - MAINTENANCE 10 11 SPARE - - - - 20/1 - C 0.72 20/1 12 12 12 1/2- RECEPTACLES - MAINTENANCE 12 13 SPARE - - - - 20/1 - A 0.72 20/1 12 1 12 12 1/2' RECEPTACLES - MAINTENANCE 14 15 SPARE - - - - 20/1 - B 1.00 20/1 12 12 12 1/2" CART CHARGER 16 17 SPARE - - - - 20/1 - C - 20/1 12 12 12 1/2" SPARE 18 19 SPACE ONLY - - - - 20/1 - A - - - - - - SPACE ONLY 20 21 SPACE ONLY - - - - - - B - - - I - I - - SPACE ONLY 22 23 SPACE ONLY - - - - - - C - - - - - - SPACE ONLY 24 25 SPACE ONLY - - - - - - A - 30/3 10 10 10 3/4' SURGE PROTECTIVE DEVICE (SPD) 26 27 SPACE ONLY - - - - - - B - - 10 - - - - 28 29 SPACE ONLY - - - - - - C - - 10 - - - - 30 EQUIPMENT SERVED CONN. LOAD L.F. D.F. DEMAND LOAD LIGHTING 0.20 KVA 125% 0.25 KVA RECEPTACLES - GENERAL 2.16 KVA 100% 2.16 KVA EQUIPMENT 15.08 KVA 100% 15.08 KVA NOTES: 1) CONNECT CIRCUIT VIA PHOTOCELL 2) NON -COINCIDENTAL LOAD NOT INCLUDED IN CALC TOTAL DEMAND LOAD: 17.49 KVA TOTAL DEMAND AMPS: 48.58 AMPS LIGHTING FIXTURE SCHEDULE - MAINTENANCE/T11 RASH MARK DESCRIPTION MANUFACTURER MODEL VOLTS LAMP LAMP LAMP FIXTURE QTY WATTS MODEL WATTS TA 1'X4' LED SURFACE MOUNTED ENCLOSED AND GASKETED COLUMBIA LXEM4-35ML-DFA-EU 120 1 47 LED 47 FIBERGLASS FIXTURE. UL WET LABEL RATED. TB EXTERIOR BUILDING LED WALL SCONCE IN DIE-CAST ALUMINUM TBD TBD 120 1 36 LED 36 HOUSING, IP RATED, UL WET LABEL RATED NOTES: 1. DIVISION 16 CONTRACTOR SHALL VERIFY ALL FIXTURE TYPES AND FINISHES WITH OWNER PRIOR TO ORDERING. Maintenance & Trash - Floor Plan - Lighting TO UTILITY PAD MOUNT TRANSFORMER COORDINATE REQUIREMENTS WITH UTILITY COMPANY PRIOR TO ROUGH -IN (4)#1/0 AWG. AL. IN 2"C. NOTE: PER (2020 FBCEC C405.5.3, 7th EDITION): ALL CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS ARE DESIGNED FOR A MAXIMUM OF 5% VOLTAGE DROP TOTAL. U11 LITY MET ER (4)#1/0 AWG. AL. IN 2"C. AIC=7,961A HOUSE PNL 'HPP' 100A MCB 120/208V 10, 3W BOND Power Riser Diagram 1 /4" = 1'-0" PROVIDE HARD WIRED SURGE PROTECTIVE DEVICE OF SAME MANUFACTURER AS PANEL FINISHED GRADE #8 CU 6ft MIN CONCRETE ENCASED \___�i-5/8-X20' CU CLAD GROUND ROD Not To Scale A. DO NOT SCALE ELECTRICAL DRAWINGS FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRICAL CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. E. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURE LOCATIONS AND ORIENTATIONS. F. REFER TO ARCHITECTURAL ELEVATIONS AND SECTIONS FOR ADDITIONAL LIGHTING FIXTURE MOUNTING DETAILS AND INFORMATION. G. ALL EMERGENCY LIGHTING FIXTURES AND EXIT SIGNS SHALL BE CONNECTED "HOT" TO THE INDICATED LOCAL LIGHTING CIRCUIT. H. VERIFY ALL MOUNTING HEIGHTS AND PENDANT LENGTHS WITH ARCHITECT AND ENGINEER PRIOR TO ORDERING FIXTURES. I. EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A PERIOD OF 90 MINUTES IN THE EVENT OF FAILURE OF NORMAL LIGHTING. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOTCANDLE (10 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOTCANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOTCANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40:1 SHALL NOT BE EXCEEDED. REFERENCE NOTES: O O1 CONNECT CIRCUIT VIA PHOTOCELL FOR AUTOMATIC CONTROL OF LIGHT FIXTURES. 0 PROVIDE DISCONNECT SWITCH FOR CONNECTION OF TRASH COMPACTOR. COORDINATE DISCONNECT SIZE, LOCATION AND FUSING REQUIREMENTS WITH TRASH COMPACTOR MANUFACTURER PRIOR TO ROUGH -IN. PROVIDE CONDUIT AND CONTROL WIRING FOR CONTROL PANEL PER MANUFACTURER INSTRUCTIONS. O COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS OF TRASH COMPACTOR POWER PACK UNIT WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. COORDINATE PANEL AND METER LOCATION WITH OWNER, CIVIL CONTRACTOR AND UTILITY COMPANY PRIOR TO ROUGH -IN. O5 PROVIDE WALL MOUNTED, DUAL TECHNOLOGY, LOW VOLTAGE VACANCY SENSOR, WATTSTOPPER #DW-100-24 (OR APPROVED SUBSTITUTION) FOR AUTOMATIC CONTROL OF LIGHTING. CONNECT LIGHTING IN SPACE AS SHOWN ON PLANS VIA WATTSTOPPER LIGHTING POWER PACK #BZ-200 (OR APPROVED SUBSTITUTION). PROVIDE ALL ADDITIONAL POWER PACKS, RELAYS, SENSORS AS REQUIRED FOR COMPLETE COVERAGE OF SPACE AND SWITCHING AS SHOWN ON PLANS. INSTALLATION SHALL COMPLY WITH FLORIDA ENERGY CONSERVATION CODE 2020 7TH EDITION SECTION C405.2.1. © PROVIDE PUSHBUTTON CONTROL AND LOW VOLTAGE WIRING FOR GARAGE DOOR OPENER AS REQUIRED BY OWNER/MANUFACTURER. O7 PROVIDE 120V CEILING MOUNTED OUTLET FOR GARAGE DOOR OPENER. COORDINATE LOCATION WITH DOOR INSTALLER PRIOR TO ROUGH -IN. PROVIDE LOW VOLTAGE WIRING AND PUSH BUTTON LOCATED NEAR DOOR AS REQUIRED. ® PROVIDE EXTERIOR GARAGE DOOR KEYPAD. COORDINATE LOCATION AND REQUIREMENTS WITH GARAGE DOOR INSTALLER. PROVIDE LOW VOLTAGE WIRING AS REQUIRED. O9 PROVIDE 120V ELECTRICAL CONNECTION FOR CHARGING STATION. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH ARCHITECT/MANUFACTURER PRIOR TO ROUGH -IN. 10 CONNECT INTERIOR MECHANICAL MINI -SPLIT UNIT MAU-1 THROUGH EXTERIOR UNIT MCU-1. CONNECT PER MANUFACTURER'S RECOMMENDATIONS, AND PROVIDE ALL CONTROL WIRING, CONDUIT, ETC. AS REQUIRED. Joseph, Lawrence & Co Consulting Engineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 r a) °c Blake Lawrence Suddeth u P.E. #: 69060 a SET DISTRIBUTIONS: U U C a N 0 L 0 C 0 0 0 m m c m U C C m �N N 0 0 0 SHEET REVISIONS: r E 2 0 LL 0 a 0 a EDITED BY: MJR/BLS r PROJECT NO. 4097 U Z Maintenance & Trash Floor Plan Electrical E20.43 �'i T � �.��;_._ - - - r- . .. � , _ -r- ----�- .. .... - �----- - - ---- ---- --- - - - - -._- - --_ - -- --