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Home My WebLink AboutGall Blvd - Zephyr Commons Bldg (6)ASSEMBLIES WEATHER/WATER INTRUSION PREVENTION GENERAL DATA n r- TYPICAL AT EXTERIOR NON -RATED BEARING WALLS �WW6i r EXTERIOR FINISH PER ELEVATIONS OVER �V✓ I WATER -RESISTIVE BARRIER (BUILDING WRAP): I A. 7/8" MIN CEMENT PLASTER FINISH ON NON -RATED 1 I - LATH WITH PAPER BACKING PER SPECIFICATIONS I (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL EXTERIOR SHEATHING PER STRUCTURAL I - DRAWINGS 1 WOOD STUDS AT 16" OC MAX PER STRUCTURAL I - � � DRAWINGS - `�- UNFACED BATT INSULATION AT CONDITIONED SPACES (1) LAYER 1/2" GYPSUM BOARD (EXT GRADE AT EXT 1 __ NON -CONDITIONED SPACE). OMIT IF WITHIN INT CAVITY (SUCH AS NON -RATED CHASE / PILASTER) TYPICAL AT EXTERIOR NON -RATED WALLS - FINISH BOTH SIDES EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE BARRIER (BUILDING WRAP): A• 7/8" MIN CEMENT PLASTER FINISH ON METAL LATH WITH NON -RATED I I 1 PAPER BACKING I I I I 1 I I (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS F i i EXT (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS TYPICAL AT EXTERIOR WALLS AT FINISHED INTERIOR SPACE G13 EXTERIOR FINISH PER ELEVATIONS: A. 5/8" MIN CEMENT PLASTER FINISH, DIRECTLY APPLIED NON RATED 1 B. MANUFACTURED STONE VENEER WITH 1 I GROUTED JOINTS I I I CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) LINO PT 2x WOOD FURRING AT 24" OC MAX I I CONTINUOUS PERFORATED RADIANT FOIL INSULATION 1 I I r (1) LAYER 1/2" GYPSUM BOARD I r I EXT 1 INT TYPICAL AT EXTERIOR WALLS AT UNCONDITIONED / UNFINISHED SPACE I EXTERIOR FINISH PER ELEVATIONS: A. 518" MIN CEMENT PLASTER FINISH, DIRECTLY APPLIED NON RATED I B. MANUFACTURED STONE VENEER WITH GROUTED JOINTS OVER APPROVED FLUID -APPLIED WEATHER - I I I RESISTIVE BARRIER I I I I I CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) UNO I 1 I I PAINT FINISH AT EXPOSED SURFACES I I FACT 1 INT TYPICAL AT PITCHED ROOF RW-2 ROOFING PER PLANS, ELEVATIONS AND DETAILS: NON -RATED ,,- -`_ A. ARCHITECTURAL FIBERGLASS ASPHALT SHINGLES 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 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE: CITY OF ZEPHYRHI LS BUILDING OFFICIAL 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF ALL MATERIALS REQUIRED TO 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY SHEET INDEX PREVENT WATER INTRUSION, INCLUDING BUT NOT LIMITED TO; FLASHINGS, WEATHERNVATER-RESISTIVE ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO BARRIERS (BUILDING WRAP), SELF -ADHERING MEMBRANES, AND SEALANTS AS INDICATED ON THE DRAWINGS PROCEEDING WITH THE WORK. Zephyr OR AS OTHERWISE REQUIRED IF NOT INDICATED. ARCHITECTURAL SHEETS 2. DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION 2. ALL PENETRATIONS THROUGH THE EXTERIOR CLADDING SYSTEM SHALL BE PROPERLY SEALED. OF BUILDING COMPONENTS. DRAWINGS WORK IN CONJUNCTION WITH SPECIFICATIONS, PRODUCT A19.01 Sheet Index, Code Compliance & General Notes MANUFACTURER'S RECOMMENDATIONS, AND INDUSTRY STANDARDS REGARDING EXACT REQUIREMENTS OF -.._ -- .____.._ ____ A2.01 Architectural-Site- rchitectural Site Plan DECAY & TERMITE PROTECTION 3. PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK Commons 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 ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS AND SHALL COORDINATE AND SEQUENCE THEIR STRUCTURAL SHEETS TERMITE PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION TO COMPLY WORK WITH OTHER TRADES. DO NOT BASE SCOPE OF WORK SOLELY ON A REVIEW OF THE SHEETS WITH APPLICABLE BUILDING CODE AND THE AHJ. TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. S19.3O General Structural Notes P I ■ P V I I I on 2. THE CONTRACTOR SHALL PROVIDE TERMITE PROTECTION AS REQUIRED BY ALL APPLICABLE CODES. TERMITE 4. DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. o O a PROTECTION SHALL BE INSTALLED BY A LICENSED PEST CONTROL COMPANY PER THE TERMITICIDE 5. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING AND S19 31 Foundation & Roof Framing Plans MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH APPLICABLE RULES AND LAWS PROPOSED TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES S19.32 Structural Sections & Details City of Ze p by rh i I I s, F IL ESTABLISHED BY THE STATE. PRIOR TO PROCEEDING WITH THE PROJECT. 519.33 Structural $eCtIOnS & Details 3. THE TERMITE PROTECTION SHALL BE PROVIDED BY USING REGISTERED TERMITICIDES. THE TREATMENT 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, SHALL COMPLY WITH APPLICABLE RULES AND LAWS ESTABLISHED BY THE STATE. METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND S19.34 Structural Sections & Details 4. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION PROGRAMS, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPER INSTALLATION AND APPLICATION S19.35 Structural Sections & Details AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED AND POSTED AS REQUIRED BY CODE OR BY THE OF ALL MATERIALS AND PRODUCTS AS REQUIRED PER THE MANUFACTURERS WRITTEN REQUIREMENTS, S19.36 Structural Sections & Details AHJ. IF REQUIRED BY THE AHJ, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE AHJ BY A LICENSED QUALITY CONTROL, AND FOR COORDINATING ALL PORTIONS OF THE WORK. PEST CONTROL COMPANY. 7. DIMENSIONS SHOWN ARE TO FACE OF THE SPECIFIED BUILDING MATERIAL; (CONCRETE, CMU, WOODIMETAL S19.37Structural Sections & Details 5. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1-0x AWAY FROM BUILDING SIDEWALLS, STUD, ETC.), AND TO CENTERLINE OF OPENINGS, UNO. S19.38 Structural Sections & Details LINO. 8. IF REQUIRED BY THE AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SUBMITTING -� S19 39 Structural Sections &Details 6. ALL WOOD FRAMING MEMBER AND FURRING STRIPS IN CONTACT WITH OR ATTACHED DIRECTLY TO MASONRY . PRODUCT APPROVAL DOCUMENTATION TO THE AHJ IN THE FORM REQUIRED BY THE AHJTHE CONTRACTOR -.-,..- , ..--..-----.---- -__------- OR CONCRETE SHALL BE OF APPROVED PRESERVATIVE TREATED (PT) WOOD AND ALL FASTENERS AND MUST FIRST SUBMIT THE PRODUCT DOCUMENTATION TO THE ARCHITECT FOR REVIEW AND APPROVAL ANCHORS TO BE COMPATIBLE. BEFORE SUBMITTING TO THE AHJ. ■ ARCHITECTURAL SHEETS 7. PROVIDE CODE REQUIRED CLEARANCE AT EXTERIOR WALL BETWEEN WALL COVERING AND FINAL GRADE FOR 9• ANY ERRORS, OMISSIONS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, OR ANY VARIATION OR TERMITE INSPECTION. 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 Al 9.21 Plan, Elevations & Door Schedule PAINTING THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING. - -- Elevations & Details A19.22 actions, Interior Elevat 1. REFER T0, AND COORDINATE WITH, INTERIOR FINISH SCHEDULE AND SEPARATE DOCUMENTS PREPARED BY 10. ANY ON SITE OBSERVATIONS BY THE AND DO NOT RELIEVE THE CONTRACTOR ARCHITECT ROM HIS RESPONSIBILITY OF OU RANDOM NG OBSERVATIONS TI THE Al ty e .23 Flonda ACCessibih Cod da- INTERIOR DESIGNER AND/OR OWNER, WHEN APPLICABLE, FOR SPECIFIC PAINT SELECTIONS, COLORS, FINISH APPROVED CONSTRUCTION DOCUMENTS, IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS, AND - - ---- - - - - - - TEXTURES, AND OTHER REQUIREMENTS, AS REQUIRED BY THE AHJ. 2. ALL EXTERIOR VENTS AND EQUIPMENT THAT ARE VISIBLE ON EXTERIOR OF BUILDING SHALL BE PAINTED A 11. ALL MATERIALS IN DIRECT CONTACT WITH OTHER MATERIALS SHALL BE COMPATIBLE AND COMPLY WITH THE M PLUMBING SHEETS COLOR TO MATCH THE ADJACENT SURFACE, UNO. MANUFACTURER'S INSTALLATION REQUIREMENTS. 3. ALL COLOR TRANSITIONS SHALL BE ON THE INSIDE CORNERS, UNLESS OTHERWISE SPECIFIED IN COLOR 12. ALL MATERIALS AND PRODUCTS INDICATED ON THE DRAWINGS SHALL BE AS SPECIFIED, UNO. SEE PROJECT P14.00 Apartments Symbols, Abbreviations & General Notes - Plumbing PROJECT INFORMATION STUDY ELEVATIONS. MANUAL SPECIFICATIONS. - - -_ "---"- P14.01 Site Plan - Plumbing mbi 4. CONTACT THE OWNER OR ARCHITECT IF THERE ARE ANY QUESTIONS PRIOR TO PAINTING. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL AN IDENTIFYING SYMBOL ON _- --- -- P19 41 Floor Plan - Plumbin DESCRIPTION: Proposed new Pool Pavilion 5• PREPARATION AND APPLICATION OF PRIMER AND FINISH PAINT PRODUCTS SHALL BE DONE PER THE STRUCTURES CONSTRUCTED WITH A LIGHT -FRAME TRUSS COMPONENT IN A MANNER SUFFICIENT TO COMPLY MANUFACTURER'S WRITTEN INSTRUCTIONS. WITH THE STATE OF FLORIDA FIRE MARSHAL'S OFFICE IN ACCORDANCE WITH FLORIDA STATUTE 633.027, PER P19.41A Schedules & Details - Plumbing THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE RULE 69A-60.0081, AND AS DETERMINED BY THE - - -- - _- 6. ALL GYPSUM BOARD FINISHED SURFACES IN CONDITIONED AND NON -CONDITIONED SPACES SHALL BE AHJ. LOCATION: NE of Gall Blvd & Pretty Pond Rd Zephyrhiills, FL PAINTED AS SPECIFIED, UNO. MECHANICAL SHEETS CABINETS & COUNTERTOPS SITE WORK & FOUNDATION 1. VANITY BASE CABINETS SHALL BE 21" DEEP WITH 22" TOPS UNO. REFER TO INTERIOR ELEVATIONS FOR 1. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED M 15.00 Apartments Symbols, Abbreviations & General Notes - Mechanical PROJECT TEAM HEIGHTS. COUNTERTOP OVERHANG AT THE EXPOSED END OF THE VANITY CABINET SHALL NOT BE MORE BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED M 15.01 Site Plan - Mechanical THAN 1". 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 M19.42 Floor Plan Mechanical n x n KITCHEN BASE E WITH 2 T N CABINETS TO BE 12 DEEP. REFER TO 2. KI S CABINETS TO BE 24 DE P 5 TOPS, UNO. UPPER CAB E INTERIOR ELEVATIONS FOR HEIGHTS. INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE -- - - - --- M19.42A Energy Calculations -Mechanical - -- --- OWNER: SF Zephyr Commons Outparcels, LP ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS, -- -- - 400 Clematis Street, Suite 201 1 West Palm Beach, FL 33401 3. CONTRACTOR OR CABINET MANUFACTURER TO FIELD VERIFY FINISH TO FINISH DIMENSIONS PRIOR TO FABRICATION OF CABINETS. 2. THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS BUT NOT LIMITED TO: SITE 678.977.3362 1 taddison@nadg.com UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED ELECTRICAL SHEETS 4. ALL EXPOSED FINISHED SURFACES SHALL MATCH THE COLOR AND FINISH OF THE ADJACENT FINISHED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, SURFACE; INCLUDING EXPOSED CABINET ENDS SHALL MATCH CABINET FRONT. STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY ARCHITECT: Forum Architecture & Interior Design COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL E16.00 Apartments Symbols, Abbreviations & General Notes - Electrical 237 S. Westmonte Drive, Suite 220 1 Altamonte Springs, FL 32714 5. ALL WALLS / PARTITIONS SUPPORTING WALL HUNG CABINETS SHALL HAVE FRAMING WITH 2 X 4 STUDS CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. - - - - ----- --- - - AT16"O.C.MAX. OR2X6STUDS AT24"O.C.MAX.,UNO. E16.01 SitePlan- Electrical 407.830.1400 1 kmcintyre@forumarchitecture.com 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 E19.43 Floor Plan - Electrical ■ ABBREVIATION LEGEND DEVELOPMENT AND OFF -SITE REQUIREMENTS, IF APPLICABLE. E19.43A Riser &Schedules - Electrical STRUCTURAL ENGINEERS: Structural Concepts & Design, LLC. AC Air Conditioned(er) FPM Feet Per Minute PRE-ENG Pre-engineered 4. REFER TO LANDSCAPE ARCHITECT'S AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL __._.._ _...,.-. _.._-_ 2965 West State Road 434, Suite 100 1 Longwood, FL 32779 ---- __ -_ _.-._..__ _ __..._.._ _.._.... AFF Above Finish Floor FR Fire Rated PSF Pounds Per Square Foot DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, 407.682.2086 1 cscroggins@scd-eng.com AHJ Authority Having Jurisdiction FRCP Fiber Reinforced Cement PSI Pounds Per Square Inch ETC. E CODE COMPLIANCE: POOL PAVILION AHU ALT Air Handler Unit Alternate FRP Plaster Fiber Reinforced Panel P-T PT Post Tension Pressure Treated Wood 5. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL OCCUPANCY TYPE UTILITY (GROUP U) MEP ENGINEERS: Jose h Lawrence & Co LLC. p ALUM Aluminum FRT Fire Retardant Treated PTAC Package Terminal AC NOT BE LESS THAN 6 INCHES, UNO. CONSTRUCTION TYPE TYPE V-B 1180 Hardwood Ave, Suite 3000 1 Altamonte Springs, FL 32714 APT Apartment FT Foot/Feet PTD Painted FIRE EXTINGUISHERS FIRE SPRINKLER NONSPRINKLERED 321.972.4466 adam.barne lcen com I Y@1 9 BALL Balcony FTG Footing PVC Poly Vinyl Chloride BFF Below Finish Floor FND Foundation QT Quarry Tile 1. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS REQUIRED AND SPECIFIED IN AREA & HEIGHT LIMITATION ALLOWED PROPOSED BLDG Building FOB Face of Beam RAD Radius NFPA 10. PORTABLE FIRE EXTINGUISHER SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE DRAWINGS MAX HEIGHT (FBC-B 504.3) 40'-0" 20'-0" BLKG Blocking FOS Face of Stud RCP Reflected Ceiling Plan OR MINIMUM OF (1) FIRE EXTINGUISHER PER BREEZEWAY, CORRIDOR, GENERAL BUILDING AREA, OR AS MAX NUMBER OF STORIES (FBC-B 504.4) 1 STORY 1 STORY BM Beam GA Gauge REF Reference OTHERWISE REQUIRED BY THE AHJ. FIRE EXTINGUISHERS SHALL BE LOCATED (1) PER FLOOR, WITH A MAXIMUM AREA PER FLOOR (FBC-B 506.2) 5,500 S.F. 1,437 S.F. BR Bedroom GALV Galvanized REFRIG for Refrigerator MAXIMUM TRAVEL DISTANCE OF 75 FEET TO THE EXTINGUISHER OR AS REQUIRED BY THE AHJ. EACH BRG BRZWY Bearing Breezeway GAR GC Garage General Contractor REFRIINF REQD Refriger ling) Required EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO. BUILDING AREA TABLE: POOL PAVILION BTM Bottom GL5 Glass RM Room 2. WHERE REQUIRED OR AS INDICATED ON THE DRAWINGS, PROVIDE PORTABLE FIRE EXTINGUISHERS IN EACH CAB Cabinet GLZ Glazing RO Rough Opening INDIVIDUAL RESIDENTIAL DWELLING UNIT AS RECOMMENDED BY NFPA 10 AND INSTALLED AS INDICATED ON CALC Calculation GYPBD Gypsum Board RS Rough Sawn THE DRAWINGS OR AT A MINIMUM OF (1) FIRE EXTINGUISHER PER FLOOR LEVEL OF A LIVING UNIT WITH A CER Ceramic HC Hollow Core RSC Rough Sawn Cedar MAXIMUM TRAVEL DISTANCE OF 40 FEET TO THE EXTINGUISHER OR AS REQUIRED BY LOCAL AHJ. EACH CFM Cubic Feet Per Minute HB Hose Bibb SAN Sanitary EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO. CFS Clear Floor Space HDR Header SC Solid Core BUILDING TYPE POOL PAVILION A/C NON -A/C GROSS BUILDING TOTAL 0 1,437 1,437 CIP Cast In Place HDW Hardware SCH Schedule 3. WHERE APPLICABLE, COMMERCIAL KITCHEN AREAS (INCLUDING OUTDOOR KITCHEN AREAS) SHALL BE CJ Control Joint HORIZ Horizontal SEP Separation PROVIDED WITH WET CHEMICAL TYPE, CLASS K FIRE EXTINGUISHERS PER NFPA-10, SIZE AS REQUIRED BY THE AHJ. 0 PLUMBING FIXTURE COUNT: POOL PAVILION CL Center Line HR Hour SF Square Feet CLG CLOS Calling Closet HT HVAC Height Heating, Venting &AC SGD SHT Sliding Glass Door Sheet SYMBOLS LEGEND POOL SIZE (FBC-P TABLE 403.6) 0-2,500 S.F. CLR Clear IBC International Building Code SHTG Sheathing FIXTURES COUNTS (FBC-P TABLE 403.1) POOL TOTAL CMU Concrete Masonry Unit ID Interior Design SIM Similar CENTERLINE OF BUILDING/OBJECT REQUIRED PROPOSED COL Column IN Inch / inches SOG Slab On Grade MEN'S RESTROOM FIXTURES CONC COND Concrete Condenser / Condensate INST INSUL Installation Insulation (ed) SP SPEC Spring Point Specifications l� 00 NUMBERED DOOR SYMBOLS WATER CLOSETS 1 1 CONT Continuous INT Interior SPF Spruce -Pine -Fur URINALS LAVATORIES 1 1 1 1 CORR Corridor JB Junction Box SQ Square �01�-.0"� ELEVATION TARGET, INDICATES HGT AFF FIXTURES WOWATE CID Cement Plaster JST Joist SS Stainless Steel t- - YY WATER CLOSETS CLOSETS 1 1 CPT Carpet JT Joint STC Sound Transmission Class LAVATORIES 1 1 CT Ceramic Tile KDAT Kiln Dried After Treatment STD Standard OTHER FIXTURES CW Cold Water KIT Kitchen STL Steel n KEY NOTE WITH LEADER INDICATOR ELECTRIC WATER COOLER - 1 HI-LO D Dryer LAM Laminate STO Storage SERVICE SINK - 1 DIA Diameter LAV Lavatory Sw Shear Wall ARREVISION DELTA ISSUE HISTORY DIM Dimension LF Linear Feet SYM Symmetrical DN Down LIN Linen SYP Southern Yellow Pine DIN Dining LR Living Room T&B Top & Bottom TITLE MARKER DP Deep LT Light T&G Tongue & Groove 11/24/21 100% DD Set DR Door MAX Maximum TB Towel Bar O LETTERED WINDOW SYMBOL 12123121 Owner Review Set DS Down Spout MECH Mechanical TEMP Tempered DTL Detail MEM Membrane THK Thick 02/17/22 Permit Set DW Dishwasher MEP Mechanical, Electrical, TPD Toilet Paper Dispenser COMPLETE SECTION: DWG Drawing Plumbing TPH Toilet Paper Holder DETAIL NUMBER EA Each MFR Manufacturer (ad) T.O. Top of X LOCATION & DIRECTION CUT ELEC Electric (al) MIN Minimum TOS Top of Slab AX XX SHEET ON WHICH DETAILL A APPEARS ELEV Elevation MIR Mirror TOFD Top of Floor Deck NOTE ENG Engineered) 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 PARTIAL SECTION: DETAIL NUMBER EWC Electric Water Cooler MTL Metal VC Vinyl Covered X - _-- -- "- EXP Expansion NUM/# Number VCT Vinyl Composite Tile AX.XX LOCATION & DIRECTION OF CUT EXT Exterior NOM Nominal VER Verify NOTE SHEET ON WHICH DETAIL APPEARS 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 Wall Covering 'A ELEVATION: FD Floor Drain OFW Outside Face of Wall W Washer DETAIL NUMBER - -- FE Finish Elevation OSB Oriented Strand Board W/ With X DETAIL DIVISION FF Finished Floor PAN Pantry W/D Washer/Dryer Combination SHEET ON WHICH DETAIL APPEARS FIN Finished) PKG Package W/o Without FJ5 Finger Jointed Studs PLAM Plastic Laminate WC Water Closet FLR Floor PLB Plumb WD Wood FM Field Measure PLMG Plumbing WDW Window ASSEMBLY TAG: FOM Face of Masonry / Concrete PLF Pounds Per Linear Foot WIC Walk In Closet WALL DESIGNATION FP Fire Protection PLYWD Plywood WH Water Heater 'FO ARCHITECTURE & INTERIOR DESIGN, INC. i 237 S. Westmonte Drive, Suite 220 i Altamonte Springs, FL 32714 407.830.1400 I AR97193 www.forumarchitecture.com i Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre 4 AR0017018 4 SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17122 Permit Set � SHEET REVISIONS: PROJECT NO. 4097 Pool Pavilion - Title Sheet, Drawing Index & Issue History A19,01 SHEET NOTES W 0 CV ti I 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]W/30 (IF FRONTAGE INCREASE IS NOT NEEDED K--O) BUILDING # FRONTAGE INCREASE VALUE OF "W" PER EQUATION 5-4 W = 30 If = [602.61762 - 0,25130/30 W = (Lf x wf + L2 x w2 + L3 x w3.... )/F F = 602.6 If = [0.79-0.25] 1 W = (225x30 + 76.300 + 22500 + 76.340)/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 + (NS X If)] x % 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 903.3A.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 If = [F/P - 0.25]W/30 (IF FRONTAGE INCREASE IS NOT NEEDED If=O) BUILDING # FRONTAGE INCREASE VALUE OF "W" PER EQUATION 5-4 W = 30 If = [577.2/688 - 0.25130/30 W = (Lf x w, + L2 X w2 + L3 x w3.... )/F F = 577.2 If = [0.84-0.25] 1 W = (212.300 + 76.360 + 212.3x30 + 76.3x30)1577.2 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 Sa 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 5-4 W = 30 If = [283.9/564 - 0.25] 30130 W = (L x wf + L2 x w2 + L3 x w3....)/F F = 283.9 If = [0.50-0.25] 1 W = (69.300 + 131.3x30 + 83.300)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 NTS 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 / 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 I BALCONY D REFER TO LANDSCAPE DRAWINGS FOR PLANTING, IRRIGATION, HARDSCAPE ELEMENTS, AND LANDSCAPE ACCENT LIGHTING LEGEND BUILDING LETTER X ---- -----NO. OF UNITS Y Z - BUILDING TYPE, UNO* SITE LOCATION RESIDENTIAL R2 OCCUPANCY ASSEMBLY A3 OCCUPANCY PERIMETER OF THE BLDG FACING OPEN SPACE 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 n onn4 -7n4 0 SET DISTRIBUTIONS: 11/24/21 100% DID Set 12/23/21 Owner Review Set 02/17122 Permit Set SHEET REVISIONS: r PROJECT NO, 4097 U Z Apartments - Architectural Site Plan Architectural Site Plan 60' 30' 0 60' 120' 1 11 -- 60'-0" A2.01 N N t7 N O y 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 • 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 = "II" • EXPOSURE CATEGORY = "C" • INTERNAL PRESSURE COEFFICIENTS = n/a (OPEN STRUCTURE) • COMPONENT & CLADDING WIND PRESSURES SHOWN ON SHEET "S19.35" 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 Si = 0.032g • SITE CLASS = "D" • SPECTRAL RESPONSE COEFFICIENTS: SDs = 0.062g SDI = 0.051g • SEISMIC DESIGN CATEGORY = "A" • BASIC SEISMIC FORCE RESISTING SYSTEM: 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: LIVE LOAD TOTAL LOAD ROOF MEMBERS: L1360 or V L/240 FLOOR MEMBERS: L/360 L1240 WHERE "L" = 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 Y-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 P-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(SI), 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) lI/" (#5 & SMALLER) C. SLABS AND WALLS: NO EARTH OR WEATHER EXPOSURE Y4" (#II & SMALLER) 3 HOUR FIRE RATING AND LESS Y4" 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: F'c = 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, I 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 Y8" LESS THAN REQUIRED COVER WILL BE PERMITTED. CHLORIDE IN CONCRETE SHALL NOT BE PERMITTED. PROFILES AND FORCES BASED ON I/" 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 DRAWINGS ARE 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. 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 P51 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 STEEL/ALUMINUM 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], 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 1, 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. sty a Q/ J 4-1FORUME +� m z 06115 STRUCTURAL SHEATHING: .� N ARCHITECTURE & PLYWOOD SHALL CONFORM TO PSI-83 & SHALL BE APA GRADE -STAMPED. ROOF SHEATHING SHALL BE "APA RATED 0z INTERIOR DESIGN, INC. SHEATHING EXTERIOR EXPOSURE", Y2" or %" THICK PER PLAN WITH PLY CLIPS AT JOINTS BETWEEN JOISTS OR Ij, PLANNING I ARCHITECTURE I INTSWR DESIGN TRUSSES, TYPICALLY (U.N.O.). FLOOR SHEATHING SHALL BE "APA RATED SHEATHING EXPOSURE 1", 2%2" (MIN.) W THICK TONGUE & GROOVE, TYPICALLY (U.N.O.). WALL SHEATHING SHALL BE "APA RATED SHEATHING EXTERIOR r ° EXPOSURE", 132" THICK, TYPICALLY (U.N.O.). CONFORM TO APA RECOMMENDATIONS FOR INSTALLATION OF 0 237 S. Westmonte Drive, Suite 220 PLYWOOD WALL SHEATHING. PROVIDE P.T. PLYWOOD @ FIRST 48 ABOVE SLAB ON GRADE, TYP. TREAT ALL .0 FRAMING IN CONTACT WITH CONCRETE OR MASONRY IN ACCORD WITH AMERICAN WOOD PRESERVER'S ? Altamonte Springs, FL 32714 BUREAU LP-2 OR PROVIDE %4" THICK 60 DUROMETER BEARING PAD BETWEEN CONCRETE OR MASONRY AND 3 407.830.1400 W UNTREATED WOOD MEMBER. vvww.forumarchitecture.com ORIENTED STRAND BOARD (O.S.B.) SHALL BE APA GRADE -STAMPED. ROOF SHEATHING SHALL BE "APA RATED C SHEATHING EXTERIOR EXPOSURE", %2' or %" 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 1", s- Q 2%2" (MIN.) THICK TONGUE & GROOVE, TYPICALLY (U.N.O.). WALL SHEATHING SHALL BE "APA RATED SHEATHING 0 0 EXTERIOR EXPOSURE", %6" THICK, TYPICALLY (U.N.O.). CONFORM TO APA RECOMMENDATIONS FOR U U_ INSTALLATION OF 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 Y4" THICK 60 DUROMETER BEARING PAD C z Zephyr BETWEEN CONCRETE OR MASONRY AND UNTREATED WOOD MEMBER. 0 • EXTERIOR WALL SHEATHING: I% z Commons 7/6' PLYWOOD or O.S.B. SHEATHING FASTENED w/ 8d RING SHANK NAILS @ 6" O.C. @ PANEL EDGES & 0 12" O.C. INFIELD, TYP. (U.N.O.) PROVIDE Y2" P.T. PLYWOOD @ FIRST 48" ABOVE SLAB ON GRADE. + C ° • ROOF SHEATHING: ro 0 tu Ys" PLYWOOD or O.S.B. SHEATHING w/ H-CLIPS AS REQ'D. FASTENED w/ 8d RING SHANK or 10d COMMON f6 x NAILS @ 6" O.C. @ PANEL EDGES & 12" O.C. INFIELD, TYP. (U.N.O.) UU W W x 06190 ENGINEERED WOOD TRUSSES: ,N r THIS IS A SYSTEM OF CUSTOM ENGINEERED COMPONENTS AND CONNECTIONS IN ACCORD WITH ALL APPLICABLE >. 3 N 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 STANDARD PRACTICE," HET-80 "HANDLING AND ERECTING WOOD TRUSSES", BWT-76 "BRACING WOOD TRUSSES", 01 0 QCM-77 "QUALITY CONTROL MANUAL" AND THE DEPARTMENT OF PROFESSIONAL REGULATIONS GUIDELINES. C W THE ENTIRE SYSTEM INCLUDING ALL TRUSSES, CONNECTORS BETWEEN TRUSSES, BRIDGING, TEMPORARY BRACING E City of Zephyrhills, FL FOR ERECTION, ANCHORAGE, AND EMBEDMENTS SHALL BE DESIGNED BY A SPECIALTY ENGINEER. THE REVIEW OF I. ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL ENGINEER OF RECORD SHALL BE TO INSURE THAT HIS INTENT 0) o HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED. A COPY OF ALL STRUCTURAL Q) o ' SUBMITTALS WILL BE RETAINED FOR RECORD KEEPING PURPOSES ONLY. TRUSS CALCULATIONS > 0 COMPONENT 'O ' AA DRAWINGS, CONNECTOR CALCULATIONS, AND ERECTION PLANS SHALL BE SIGNED AND SEALED BY TRUSS w+ F .... ENGINEER AND SUBMITTED TO LOCAL BUILDING OFFICIAL FOR APPROVAL. DESIGN TRUSSES FOR LOADS SHOWN a ( -4ots ON PLANS. IN THE ABSENCE OF LOADS, USE APPLICABLE LOCAL CODE FOR LIVE LOAD AND ACTUAL WEIGHT OF gg v F 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. z96s WEST STATE ROAD a3a, SUITE407/ Too LONGWOOD, 8 -2386 Z TEL 407/682.2086 a FAX 407/682-2386 TRUSS TOP CHORDS SHALL BE GROUP II SPECIES LUMBER. EXPOSED TO VIEW TRUSSES SHALL BE OF SELECT U ° WWW.SCD-ENG.COM STRUCTURAL GRADE. ALL OTHER GRADE AND SPECIES SELECTION IS AT THE DISCRETION OF THE SUPPLIER.ui COORDINATE ALL TRUSS DETAILS WITH ARCHITECTURAL DRAWINGS. FOR CONCEALED TO VIEW TRUSSES, WEB C ° CONFIGURATIONS WHERE SHOWN ARE SUGGESTIONS AND MAY BE MODIFIED BY THE SUPPLIER FOR ECONOMY. PROVIDE SIMPSON "TSS" PLATE, TAR IMPREGNATED FELT PAPER, OR OTHER SUITABLE VAPOR BARRIER BETWEEN _ � t TRUSSES AND CONCRETE OR MASONRY BEARING SURFACES. PROVIDE G90 GALVANIZED HURRICANE ANCHORS a a DESIGNED FOR NET WIND UPLIFT AT ALL BEARINGS. _' .0 o U ar,.'b G W c n 06200 GLUE LAMINATED WOOD PRODUCTS: [U//��- N THIS IS A SYSTEM OF CUSTOM ENGINEERED WOOD COMPONENTS MANUFACTURED BY BOISE CASCADE, LLC WITH 3 THE FOLLOWING CERTIFIED MINIMUM PROPERTIES: ° o��lioouo��° • VERSA -LAM 1.7 2650 SP BEAMS W Robe C. Scroggins, P.E. E = 1,700,000 PSI Fb = 2,650 PSI Fv = 285 PSI Ft = 1,650 PSI .fl FL Registration No. 56158 Fe PARALLEL = 3,000 PSI Fe PERP. = 750 PSI ro z This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date (PARALLEL) ( ) V 0 and/or Tlme Stamp shown using a digital signature. Printed copies of this document are not tuconsidered signed and sealed and the signature must be verified on any electronic copies. • VERSA -LAM 1.7 2650 SP COLUMNS & STUDS a o E = 1,700,000 PSI, Fb = 2,650 PSI, Fv = 285 PSI, Ft = 1,650 PSI, II' i- Fc (PARALLEL) = 3,000 PSI, Fc (PERP.) = 750 PSI o SET DISTRIBUTIONS: .0 a 12/16/2021 OWNER REVIEW SET SEE PLAN FOR BEAM SIZES. ALL WOOD BEAMS WITH THE PREFIX PL ARE TO BE CONSTRUCTED AS PARALLAM +4 ° --- - BEAMS, TYP. (UNLESS NOTED OR DETAILED OTHERWISE) U 02/17/2022 PERMIT SET W t N __ 3 W i, 0 Ca - - - - G } _, 0 U Z) N N U W - v 0 ° z a� 4.0 z L Z W L ° 0 ° r Z� SHEET REVISIONS: kA i- C z 0 co ;: W - U U x U Q - a 0 'D U_ - -- C 0 0 ro r Vt Wfl - C 0 ro (k G. - -- --- aW z C z z V U W 3 ° z � - EDITED BY: _ RCS, TLw � u SC&D PROJECT NO. 21-020 Q)g FORUM PROJECT NO. 4097 Q) W C C U W z z o General Structural p 0 Notes a v W w S z 4• W 0 V1 w O1 - .1) _ U 4-0 S19-30 0 0 LL O N Lo a N r N 0 ("2) (3) (4) ( 5) 0 10-V IO-V ICY-V" 10'-V" 25" _ 6 1 2 19.33 19.33 19.3 1 .33 b I TE-1. I TE 1.0 TE. .7 �� TE-0.7 J TE 0.7 .0 1.5 I 0 2 19.33 I I I I 1 I I I 1 3 I a 19.33 i F''%19,33zF 2 I- F 'O �- .0 -I L TE 0.7 �� f �TTE�0.7 TE .7 4 =1 19.33 f 1_0 - 0 1 19.3 19 33 2 19.3 4 19.39 1 Pool Pavilion - Foundation Plan 19.31J SCALE: Y8" = F-0" C�.. (2 2 Pool Pavilion - Ceiling Framing Plan S19.31 SCALE: Y8" = 1'-0" TRUSS BRG = 10'-8" 8 24.1 1T 8F 4-16 1T 81` 4-16 1T I 04.161T IIIII I si r � IIII II II ull nu nu II II II II uu uu Ilu III III u u n I I I p- I IIII II I II a nu un IIII � uu ull Ilu uu I nu uu n I Ilu I II II II II II II 1 a Z IIIIII I p, 2) I I I I I N O '': d'c IIIII ulu IIIII IIIII IIII Hill IIII IIII nil LdrN p ^ .i a � rit IIIII IIIII IIIII IIIII• IIII IIIII IIII uh ull IIII un II II Ilu III uu IIII IIII IIII � v IIII III IIII IIII IIII III u u III u III u III u III III II I I I l l I i N IIIIII d IIIII IIII � IIIII IIII Z IIIII IIII II I II11 ull n I iiiil I I I ( I IIII IIII IIII nil IIII nu IIII IIII it li uu II II w nu 11 II r ' IIII Iln Ico T III ull I m IIIII I I � I IIII IIIII I 3 2 3 1 19.39 19.39 19.39 19.39 TRUSS BEARING - 17'-4" 3 Pool Pavilion - Roof Framing Plan 19.31) SCALE: Y8" = 1'-0" 4 "Slw' 19.39 Typical Sheet Notes Foundation & Floor/Roof Framing Plans A. SEE SHEET "S19.30" FOR GENERAL STRUCTURAL NOTES, TYP. B. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, TYPICALLY. C. COORDINATE w/ SITE & CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALK, TYP. D. "MF-#" INDICATES REINFORCED CONCRETE SPREAD FOOTING. SEE "9/S19.32" FOR CONCRETE FOOTING SCHEDULE, TYP. E. "TE-#" & "TS-#" INDICATES CONTINUOUS REINFORCED CONCRETE FOUNDATION. SEE "9/S19.32" FOR CONCRETE FOOTING SCHEDULE, TYP. F. ALL MASONRY WALLS TO BE 8" CMU (fm = 1,500 PSI) SET IN RUNNING BOND w/ 9 GA. LADDER REINF. @ 16" O.C., TYP. SEE SHEET "S19.34" FOR TYPICAL MASONRY DETAILS. G. "P-#" INDICATES SOLID GROUTED CMU PILASTER SET IN RUNNING BOND w/ 9 GA. LADDER REINF. @ 16" O.C. SEE SHEET "S19.34" FOR MASONRY PILASTER REINFORCING DETAILS, TYP. H. "CC-#" INDICATES C.I.P. CONCRETE COLUMN. SEE SHEET "S19.34" FOR CONCRETE COLUMN REINFORCING DETAILS, TYP. I. SEE SHEET "S19.35" FOR COMPONENT & CLADDING DESIGN WIND PRESSURE TABLE & FOR PRE -CAST LINTEL SCHEDULE, TYP. ® Key Notes Foundation Plan 1. TOP OF SLAB ELEVATION = U-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:1z" 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 #5 VERTICAL REINF. IN SOLID GROUTED CELLS @ ALL CORNERS, INTERSECTIONS, & WALL ENDS & AT 32" O.C. (MAX.). LAP 48 BAR O's ABOVE FINISHED FLOOR WHERE REQUIRED, TYP. (U.N.O.) 8. EXTERIOR LOAD -BEARING STUD WALLS: PROVIDE 2x6 VERTICAL STUDS @ 16" O.C. w/ 2x6 SOLID BLOCKING @ 5'-0" (MAX.) PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT. 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE SLAB w/ w/ SIMPSON "MASA" STRAPS SPACED @ 21" O.C., or%"O A.B. (6" MIN. EMBED.) SPACED @ 24" O.C., TYP. ® Key Notes Ceiling Framing Plan 1. CEILING JOIST BRG. ELEVATION = 8'-8"±, TYP. (U.N.O.) 2. FLOOR JOIST FRAMING: PROVIDE 2x6 (#2 S.Y.P.) CEILING JOISTS SPACED @ 16" O.0 (MAX.) w/ 2x6 SOLID BLOCKING @ MID -SPAN, TYP. 3. FLOOR SHEATHING: PROVIDE 1%2" EXTERIOR GRADE, SPAN RATED, CODE CERTIFIED O.S.B. SHEATHING w/ H-CLIPS AS REQ'D., TYP. 4. FLOOR 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/ IY" MINIMUM PENETRATION, TYP. 5. EXTERIOR LOAD -BEARING STUD WALLS: PROVIDE 2x6 VERTICAL STUDS @ 16" O.C. w/ 2x6 SOLID BLOCKING @ 5-0" (MAX.) PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT. 2x6 BOTTOM PLATE FASTENED TO FLOOR FRAMING w/ 0.148" Ox3Y4" NAILS @ 12" O.C., TYP. ® Key Notes Roof Framing Plan 1. ROOF TRUSS BRG. ELEVATION VARIES - SEE PLAN, TYP. 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. 6. TYPICAL TRUSS TO HAVE SIMPSON "HETA16" @ EACH BEARING POINT, TYP. 7. "CB-01" IS 8"x24" C.I.P. CONCRETE (4,000 psi) BEAM w/ (2) #6 BARS CONT. TOP & BOTTOM, (2) #4 CONT. WEB BARS @ 12" O.C., & #3 CLOSED STIRRUPS @ 12" O.C., TYP. (U.N.O.) v ro tA b _0 LL JC L �3 U ro v L 0 U ro ,C L 0 L ro ro U 0 .r v L v C L v +j '0 VI ro V 0 E E �E v A ro U a 11 v L .0 �3 a E 0 U ,o L a t +-j L. 140 V) C 0 r_ ro U u v L C ro ro a r b0 v 3 0 In v C C W C b0 0 N r 4- 0 4.0 a J } m LuFORUME W 0 0. ARCHITECTURE & Ln z INTERIOR DESIGN, INC. z M ANNNG I ARCHITECTURE I NTERIOR DESIGN 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 c 407.830.1400 www.forumarchitecture.com I Zephyr Commons I- City of Zephyrhills, FL U. 0 '1I , j., i ). I I EP 4_4- J a xww o ui 2965 WEST STATE ROAD 434. SUITE 100 • LONGWOOD, FL 32779 z 0 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM Uj af Slcsa®e®�®®� �(f o 0 °® uj z 0217 22 TAT OF � �® sAll e o sA9�acA90e W Robert C. Scroggins, P.E. r FL Registration No. 56158 Z This document has been electronically signed and sealed by Robert C, Scroggins, PE on the Date 0 o and/or Time Stamp shown using a digital signature. Printed copies of this document are not uj H considered signed and sealed and the signature must be verified on any electronic copies. z° SET DISTRIBUTIONS: Of Q. 12/16/2021 OWNER REVIEW SET U ZZ 02/17/2022 PERMIT SET U W 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO, 21-020 FORUM PROJECT NO. 4097 U z Pool Pavilion w Foundation & Roof Framing Plans w H z 00 w U W ♦- s U IY S19-31 0 U_ 0 9 N N O N N O ro ro Y2' EXP. ISOLATION JOINT SEE DETAIL - THIS SHEET PLASTIC CONTROL LU JT. FORMER 2'-0" TYP. 2'-0" MIN. O i2 _ WIDTH WIDTH WIDTH LL �' x PLASTIC CONTROL TONGUE & GROOVE le- Z o Q METAL FORM SPLICE SPLICE SPLICE A DO v z N JT. FORMER C �� -' -' � NO WW � v .1/4n THRU JOINT Y4" MIN. 3 0 Uw Z RECTANGULAR %7` \ ,,` v Q, �" OR ROUND �� - v ° a a _ CONSTRUCTION JOINTS - - - _ _ _ - _ - V% ---- III -III. =-III III III_ III = III 111- III III®I I I I I_; ;III - I I I III -_III III=1 I I-III-1 I I I I 1-1 I I SEE DETAIL -THIS SHEET = ;III 1 I' 11 'p, F U 6 MIL VAPOR BARRIER - O,, PLACE \ OF U CUT BARS ON ro w w w w w w ` EA. SIDE OF OPENING g PROVIDE CONTROL JOINTS AT ALL COLUMNS AND OR REINFORCING - SEE 20'-0" c/c. USE PREMOLDED STRIPS SCHEDULE O METHO OF CASTINGLANES 30'-0" CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. SAW CUT PLAN +�+ NOTES: MAX. JOINT MAY BE USED IN LIEU OF PREFORMED STRIP. C ro 1. LANES SHALL BE CAST IN METHOD INDICATED WIDTH FOOTING WIDTH FOOTING 3 2-#4 AT OF SLAB (p 2. LANES TO BE DIVIDED BY CONSTRUCTION JOINTS AT rL OF COLUMNS AND 0 SUB -DIVIDED AT A MAXIMUM OF 30'-0" CENTERS. a CONTROL JOINT DETAIL CONSTRUCTION JOINT DETAIL °° 3. IN AREA WHERE COLUMNS DO NOT OCCUR, PROVIDE CONSTRUCTION AND/OR _ - N CONTROL JOINTS AS SHOWN. 1 , -71 SLAB ON GRADE JC 4. ALLOW 24 HOURS BETWEEN ADJACENT LANE PLACEMENT. A SECTION 1 Concrete Slab -On -Grade Slab -On -Grade Joint Detail Footing Intersection Reinforcing 4 Opening In Slab -On -Grade S !.32 SCALE: 3/4" = F-0"\�1!2. 3 SCALE: Y4' =1'-0" ZS1 9. 3 2 SCALE: �4" = 1'-0" S 19. 3 2 SCALE: 3/4" = 1'-0" CL v +1 v ro W do 10 Wj 0 Q0;-J U PIPE THRU = Z "j 1-7 10'-0" MIN. WALL -_ FOOTING Z Q U- GROUND LINE (J w 0 a4 p- w I- ..0 BACKFILL WHEN REQUIRED OR AS REQU REDIONS NOTE: STEPPED FOOTING FOR UTILTIE 0 PLAN. 0 n O 0. L' PER SPECS ,a, ° 2 FOOTING FINISH GRADE 1-6 TRENCH _ � n t> �' n t> FOOTING - MATCH SCHED'D TRANSVERSE MIN. 1 EXCAV BAR SIZE & SPACING C> \ B.O.F. ELEV. oo h - EXISTING UTILITY, SEE • =1 ( 1 CONTINUE BOT. CIVIL DRAWINGS FOR ro REINF. OF SCHED. o Oz =-__ III: BOTTOM OF TRENCH 2 SIZE & LOCATION. ,� rn w _ 1' = EXCAVATION SHALL NOT \ • `' ° Uj FOUNDATION SIZE -t & SPACING a f j EXTEND BELOW THIS LINE (� F -7 r �° 1 •'co , 0) SLEEVE COMPACTED FILL 90% DENSITY a • ' a O = ,C SLEEVES 2" LARGER EQUAL CONTRACTOR TO LOCATE \ °" w V +j THAN O.D. OF PIPES 1 BOTTOM OF FOOTING ELEVATION D+l-6 w0 w o U- 3 NOTE: THE CONTRACTOR SHALL BE TO AVOID SURCHARGING ON kLU ^ 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 SPLICE (� TO 90% AS APPROVED BY SOILS ENGINEER, OR EXCAVATION FROM CAVE-INS UNTIL ALL USE STEPPED FOOTING BELOW PIPE. BACKFILL IS COMPLETED PER SPECIFICATIONS EXTEND BOT. BARS 0 TO 3" OF END +W Typical Excavation Typical Stepped 65 Perpendicular To Footing Excavation Parallel To Footing 7 Footing Parallel To Existing Utilities g Footing Reinforcing Detail S19.32 SCALE: N.T.S. 1 Q, 2 SCALE: N.T.S. S19 32 SCALE: Y4" = 1'-0" S1L9.32 SCALE: %4" = 1'-0" sw 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 :5 15.50 Kips MF-3.0 3'-0" X 3'-0" 1'-8" (4) #5 EACH WAY (4) #5 EACH WAY ----- MONOLITHIC FOOTING PDL+LL S 22.50 Kips MF-4.0 4'-0" X 4'-0" 1'-8" (5) #5 EACH WAY (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 5 2.50 KLF TE-1.3 1'-4" CONT. (MIN.) 1'-8" (MIN.) (2) #5 CONT. or (1) PT CABLE ----- ----- THICKENED EDGE WDL+LL :5 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 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 5.00 KLF u --CURB WIDTH AS REQUIRED #4 CONT. @ TOP OF CURB w/ 6" MIN., CORNER BARS AS REQ'D., TYP. v 8" MAX. a t� tA 1 #4 CONT. IN I' CONCRETE SLAB b SLAB, TYP. �\`cv , 00 PER PLAN. TYP. ro #4 DOWELS w/ STD. HOOK Q' v BOTTOM @ 24" O.C., TYP. N N CURB C 144 CONT. AROUND PERIMETER. v LAP 1'-6" AT CORNERS, TYP. (U.N.O.) b0 SEE ARCH. 1" CLR, Q! CONCRETE SLAB Qj PER PLAN, TYP. 0 ° to v STD. 900 HOOK, TY�. 6x6-W1.4xW1.4 W.W.F. #4 DOWELS AT N V 1 #4 CONT. IN SLAB, TYP. 16" C NOTES: ISLAND 1. SEE ARCH FOR SIZE AND LU 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 5 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 N BUILDING INCLUDING CONCENTRATED LOADS AT ISOLATED FOOTINGS AS WELL AS UNIFORMLY DISTRIBUTED ALONG THE CONTINUOUS INTERIOR & EXTERIOR FOOTINGS. CLARITY (,J 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. 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 RECOMMENDATIONS MUST BE ACCOMPANIED BY A WRITTEN AUTHORIZATION FROM THE GEOTECHNICAL ENGINEER OR THE SUBMITTAL WILL BE REJECTED. 'C Typical Concrete Curbs & - 9 Concrete Footing Schedule ]Q Island @ Slab -On -Grade S 19.3 2 SCALE: N.T.S. S 19.3 2 SCALE: 3/4' = 1 r-On 0 5 r rn 0FORUMN W m 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 2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM ��q�u000�u�o EVfl�r ldV A l-S W ,T/A1r1 (01 29.a �Q.g`4av) e- c� Ad400�pVp�44 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: 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET L-, SHEET REVISIONS: EDITED BY: RCS, TLw SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Structural Sections & Details S19,32 N N C) N N 0 h 44 ro ro NOTES: COORDINATE EDGE OF SIDEWALK 0 DETAILS w/ SITE/CIVIL DWGS, TYP. Gi. � v WALL & FTG. � INT. WALL SHEATHING EXT. WALL SHEATHING PER ARCH. DWGS, TYP. PER PLAN, TYP. 8" CMU SET IN RUNNINGVERT. BOND w/ HORIZ. LADDER REINF. IN SOLID WALL SHEATHING PER EXT. WALL SHEATHING PER WOOD STUD WALL PER REINF. @ 16" O.C. TYP. GROUTED CELL PER SCHEDULE SCHEDULE, TYP.'`- PLAN &SCHEDULE, TYP. NOTES: BUILDING SLAB TO EXTEND Y2" PLAN & SCHEDULE, TYP. CONT. 2x P.T. WOOD BOTTOM PLATE & U BEYOND EXTERIOR STUD LINE TO ALLOW CONT. 2x P.T. WOOD BOTTOM CONCRETE SLAB & REINF. DOWELS TO MATCH VERT, REINF. WOOD STUD WALL PER CONNECTION PER PLAN & SCHEDULE, TYP. C EXTERIOR WALL SHEATHING TO BE FLUSH PLATE &, CONNECTION PER EDGE OF SLAB PER PLAN, TYP. w/ STD. HK, LAP 48 BAR O's PLAN & SCHEDULE, TYP. ALIGN SLAB STEP w/ EXT. LAYER OF (aw/ PLAN & SCHEDULE, TYP. PAVERS PER ARCH. CONCRETE SLAB & REINF. w SHEATHING PER ARCH. DWGS., TYP. CONCRETE SLAB & REINF. `t' - s. O FINISHED GRADE CONCRETE SLAB &REINF. DWGS., TYP U PER PLAN, TYP. FIN. GRADE T ,J PER PLAN, TYP. PER PLAN, TYP. > PAVERS PER ARCH. U N.1 �/< ��—-/ .. .' DWGS., TYP. %p O[) n c n -- = Z -...III III— _ ' J n ° ] � n ° J .1 > - — ! / p r.r --r t— —vui F _ -I I I I I I I I-- _ _ — —_ = ;. VAPOR BARRIER ° ] _ 1 1 = -- a _ III III _ III —I 4u � I — I -— � � �I�IIIw0 , ,21 — _ _ 1 "' III ° I' ° = z _ =i=--— —_ _ = 1 +� BARRIER o M3' C R REINF. STL. PER PLAN 3' C Ri° d. + VAPOR BARRIER --I v == I. 1= ,VAPOR � ro rn 3' C R. 3" C R. REINF. STL- PER PLAN WIDTH & SCHEDULE, TYP. WIDTH N 3' C R VAPOR BARRIER ro & SCHEDULE, TYP. &ESCHEDULEETYP. WIDTH REINF. STL. PER PLAN U WIDTH & SCHEDULE, TYP. 0 v 1 Typical Exterior Footing 2 Typical Thickened Edge 3 Interior Wall Footing @ CMU q. Typical Slab Depression v SCALE: Y4' = 1'_01, S S 19.3 3 SCALE: Y4' = 1'-0" S 19.3 3 SCALE: %4' = 1'-0" S 19.3 3 SCALE: Y4" = 1'-0" r_CC L !.33 v 4-1 v ro .0 NOTES: COORDINATE EDGE OF SIDEWALK DETAILS w/ SITE/CIVIL DWGS, TYP. pq NOTES: COORDINATE EDGE OF SIDEWALK C PER PLAN DETAILS w/ SITE/CIVIL DWGS., TYP. y 8" CMU SET IN RUNNING _ - - VERT, REINF. IN SOLID BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE WALL SHEATHING PER WOOD STUD WALL PER REINF. @ 16" O.C. TYP. PLAN & SCHEDULE, TYP. PLAN & SCHEDULE, TYP. DOWELS TO MATCH VERT. REINF. - CONCRETE CURB & REINF. CONT. 2x P.T. WOOD BOTTOM PLATE &CONNECTION PER C w/ STD. HK. LAP 48 BAR O's PER "10/519.32", TYP. PLAN & SCHEDULE, TYP. CONCRETE SLAB & REINF. PER PLAN, TYP. CONCRETE CURB & REINF. PER CONCRETE SLAB & REINF. PER PLAN, TYP. y T.O. CURB _ - - PAVERS PER ARCH. DETAIL "10/53.02", TYP. o PAVERS PER ARCH. •� PER ARCH. DWGS TYP. FINISHED GRADE DWGS TYP. FINISHED GRADE00 a „ III ILI=' - _AV— - _ — III ILI—�I - 1� III —I' v 44 I11 1.11=III=11I III-11I L; z III-=,1II=1II III 1II ql—III w z III —III III II III o III -III III_- III —III / III o III=„III, i� ° >, VAPOR BARRIER —I _- ;III Q ] _�._—i VAPOR BARRIER REINF. STL. PER PLAN v v &SCHEDULE, TYP. = 3' C R. 3' C R. REINF. STL. PER PLAN & SCHEDULE, TYP. Li m 3" C R. 3' C L R. WIDTH G 0 WIDTH U U Q) 0 5 Exterior Footing @ CMU w/ Curb 6 Exterior Footing w/ Curb a S 19. 3 3 SCALE: Y4" = 1'-0" S19.33 SCALE: Y," =1'.0" 0 0 ro U 4: UI a Mtn V ro c ro a r v ro v 3 0 .�C kA L Q) i+ w bA 0 v 4. 0 tA 0 Q J FORUMN 0 W m 0 ARCHITECTURE & N Z INTERIOR DESIGN, INC. PLANNING I ARCHfIECiURE 1WMMR DESIGN U) W 0 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 as 407.830.1400 iW www.forumarchitecture.com w I Zephyr Commons City of Zephyrhills, FL i I ' a I I & Ml 2965 WEST STATE ROAD 434 SUITE 100 LONGWOOD, F . _ . � L 32779 TEL 407/682-2086 • FAX 407/682.2386 i WWW.SCD-ENG.COM uo�uli�ioo�� a) 0211,iG�lf22 i9 ( )) L �� ! - VNII ll d \\ 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 i considered signed and sealed and the signature must be verlFla on any electronic copies. SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET ' 02/17/2022 PERMIT SET J a J i L SHEET REVISIONS: I I EDITED BY: RCS, TLW SC&D PROJECT N0, 21-020 FORUM PROJECT NO. 4097 11 r z V) W Structural Sections & 0 fl Details W z 00 W tr D I— U W U S19-33 0 IL UU � N N 0 N N 0 Vi +0) M 1 #5 @ 32" O.C., TYP. 1'-4" ro SPLICE OR L-BAR V TYPICAL E GA. WIRE TRUSS C.M.U.OR LADDER REINF. FOR ALL U. WALLS, SPACED AT 1'-4" c/c VERTICALLY. 0 I0) i a D ME a D ci ❑ ■ 1:11:1DNE[:10 [:11 ■ ADDITIONAL LAYERS ABOVE AND BELOW5L L ❑ ❑ WINDOW AND/OR DOOR OPENINGS, TYP. MINIMUM 6: LAP SPLICES • v F-4" TD. HK. OR L-BA 4'' L CONC. FILLED CELL ALTERNATE COURSES w/ VERTICAL REINF. - 0 1,-4„ ❑ OF 8" C.M.U. � T& B BARS, AS TD. HK. OR L-BA U SEE PLAN & SCHEDULE SHOWN IN BEAM C (#5 VERT. @ 32" O.C., TYP. U.N.O.) ❑ CONT. BACKER ROD & SEALANT - ro TYP. BOTH FACES OF C.M.U.'CAN -z 0 U ® NOTES: 0 \N- Li U ro 1. VERTICAL BAR AND FILLED CELL ALWAYS REQUIRED AT CORNERS, WALL ENDS, AND EACH SIDE OF OPENINGS, TYP. D (� D (� 0 E (�"I DC CONC. FILLED CELL w/ VERTICAL �} T & 6 BARS, AS �, 11 2. DISTRIBUTE ODD SPACES EVENLY BETWEEN CORNERS AND CJ ALL LADDER REINF. TO CONTINUE CONC. FILLED CELL w/ VERTICAL REINF. EXTENDING SHOWN IN BEAM REINF. EXTENDING THRU BEAM. TYPICAL THIS PROJECT. + Sd 0 OPENINGS, TYP. CONTROL JOINT @ 30'-0" O.C. (MAX) TO ENDS OF WALLS & INTERSECTIONS THRU BEAM. TYPICAL THIS C 3. EMBED VERTICAL REINFORCING CLASS'B' LAP + 3" INTO CONCRETE. WALL REINFORCING TO BE FULL BAR DEPTH + STD. HOOK INTO 8" COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS PROJECT. :3 ro FOOTINGS, TYP. NOTE: CUT LADDER REINF. @ ro U 4. PROVIDE 48 BAR DIAMETER LAPS INTO MASONRY WALLS FIRST CONTROL JOINT _0 COARSE w/ FULL MORTAR BED, TYP. v .0 5. LAY MASONRY IN RUNNING BOND, TYP. (U.N.O,) Typical Masonry Wall Intersection Typical Masonry Beam Intersection ,A Typical Masonry Wall Reinforcing 2 Control Joints in Masonry Walls 3 &Corner Reinforcing Detail 4 &Corner Reinforcing Detail ° ..CC. V19.34 SCALE: ,4" _ ,'-o° S 19.3 4 SCALE: %4" = 1'-0" S119!,34 SCALE: �4° =1'-0° I�S`19.34 SCALE: %4" = 1'-0" L v +J v �o —7%8' 75//8" kA Q) NOTE: STOP GROUT POUR lY2" (MIN.) BELOW DO NOT GROUT UNTIL MORTAR HAS TOP OF MASONRY UNIT IF POUR IS •• 2-#4 CONT. lilt - -. 00 1-#5 CONT. U SET SUFFICIENTLY TO WITHSTAND THE STOPPED FOR MORE THAN ONE _- fJ �— PRESSURE OF THE GROUT. WAIT �—r�— NOTE: C HOUR, TYP. Q MINIMUM OF 24 HOURS, TYP. Q -I— JQ DO NOT GROUT UNTIL MORTAR HAS KO-1 KO-1 (ALTERNATE) SET SUFFICIENTLY TO WITHSTAND WINDOW C THE PRESSURE OF THE GROUT. WAIT OPENING 1� MINIMUM OF 24 HOURS, TYP. 8" or 12" CMU C G SEE PLANS AND DETAILS FOR SEE PLANS AND DETAILS FOR WALL BEYOND 7%" LOCATION AND REINFORCING _ MAX. HEIGHT OF LIFT = 5'-0" OF GROUTED CELLS, TYP. MAX. HEIGHT OF POUR = 24'-0". LOCATION AND REINFORCING h OF GROUTED CELLS, TYP. - - V i VERT. REINF. IN SOLID V - MECHANICALLY CONSOLIDATE EACH LIFT 3-5 MINUTES AFTER = STOP GROUT POUR 112" (MIN.) BELOW TOP OF CONCRETE MASONRY UNIT. O o Z Z w GROUTED CELL ADJACENT TO OPENINGS, TYP. (U.N.O.) o Z Z w H �-- •' p F - p LIFT l5 POURED PROVIDE 4$ BAR LAPS, TYP. = PROVIDE 48 BAR !� LAPS, TYP. _ CONSTRUCT NEXT 5 -0 OF WALL AFTER LOWER SECTION IS GROUTED, TYP. , .2 p _j 2-#4 CONT. ,Y O v �+ TOP & BOT. :o Q -1 1-#5 CONT. r- oc O O _ . TOP & BOT. v NOTE: -= T.O. CMU ,. -- - - � RECONSOLIDATE THE GROUT AFTER = SEE ARCH. ro ALLOWING THE EXCESS WATER TO BE -- -=� -- e---=---- °-- ABSORBED BY THE MASONRY UNITS - - - (3 TO 5 MINUTES)7. - MAX. HEIGHT OF LIFT = 5'-0" ° ° I �° .` "KO-1" "KO-2" `}� � BB-1 BB-1 (ALTERNATE) d _ GROUT TO CONFORM TO ASTM - C476-83. SUBMIT MIX DESIGN FOR REVIEW. MAXIMUM AGGREGATE SIZE _ PROVIDE 4"x6" CLEANOUT HOLE @ ,ROUT TO CONFORM TO ASTM NOTE: - IN 8" CMU or IN 12 CMU UP TO 10-0 WIDE OPENING. EXTEND 4" MIN. I]%" @ RB-2 CONC. CAP ,� --,� POURED w/ BEAM 5 CONC. CAP 7�a POURED w/ BEAM C L EACH REINF. CELL & REMOVE ALL %" (#8). SLUMP = 8" TO 10". DO NOT _. - -476-83. SUBMIT MIX DESIGN FOR RECONSOLIDATE THE GROUT AFTER INTO VERT. FILLED CELL, TYP. - � 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 ; c CONT. LATH TO RETAIN X Q r . 2-#4 CONT. IN CAP X ¢ 1-#5 CONT. L e" (#8). SLUMP = 8" TO 10". DO NOT )SE SAME MIX AS USED FOR TIE BEAMS. (3 TO 5 MINUTES) GROUT IN UPPER COARSE, TYP. N ." . - (2-#5 CONT. @ RB-2) f - _° IN CAP N _ Z a O v Z ce O 1-#5 CONT. > VERT. REINF. PER PLAN w/ -- TOP & BOT. - - 0. STD. HOOK @ TOP INTO E '=' BOND BEAM, TYP. 244 CONT. TOP & 0 °1 U RB-1/RB-2 TOP & BOT. @ RB-2) R13-1 (ALTERNATE) u v 5 Typical High Lift Grouting Detail 6 Typical Low Lift Grouting Detail 7 Typical Bond Beam @ Window Sill g Masonry Beam Sections a SCALE: Y4" = 1'-0" 519.34 SCALE: %4" = 1'-0" 519.34 .0 SCALE: SCALE: %4" = F-0" 519.34 SCALE: /4 = 1'-0" 519.34 0 4. 0 PIER BONDED PIER (COURSES 16" GROU ED SOLDto P U 4: U SHALL ALTERNATE), TYP. FULL HEIGHT COL 1MN a ` O _ 60 Z -FTN - (8) #6 VERT. @ "P-3" FULL HEIGHT w/ DOWELS TO C ro FOOTING, TYP. vA (2) #6 VERT. FULL HEIGHT w/ " CMU PILASTER "P-1" DOWELS TO FOOTING, TYP. � t�J - #3 CLOSED TIES @ 12" O.C. " a O'— (MAX.), TYP. N L PIER PER CONCRETE COLUMN "CC-01" r v '0 I 16" OM, 16" i OM. D SOLI ROUTED SOLI 0)ROUT FULL HEIGHT FULL HEIGHT 0 C (4) #6 VERT. @ (8) #6 VERT. @ "P-3" FULL "P-2" FULL HEIGHT o HEIGHT w/ DOWELS TO w/ DOWELS TO FOOTING, TYP. FOOTING, TYP.° O O •, T • ,J V v w - w JEW IT-71 oc w CC ". W C CMU PILASTER "P-2" CMU PILASTER "P-3" 29 V1 4- 0 9 Reinforced CMU Pilsater/'Concrete Column Details4-1 A SCALE: [" _ 1'-0" !.34 t 0 a J mFORUME 0 w I— 0 ft� ARCHITECTURE & U IIV I Grtlkjl"[ ur-0147IN, IIVI✓, z PLANNING I ARCFA? MPZ I M'EIi M DMM 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL IL 0 --T z j_ � -, .CTQR r ' - p vi 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 z TEL 407/682-2086 ■ FAX 407/682-2386 rn WWW.SCD-ENG.COM 'w %�PE //Dq9 0 0 - n m Lu 012/1 zz Q �2/J 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 and/or Tlme Stamp shown using a digital signature. Printed copies of this document are not yuconsidered signed and sealed and the signature must be verified on any electronic copies. 0 z SET DISTRIBUTIONS: 0 a 12/16/2021 OWNER REVIEW SET 2 02/17/2022 PERMIT SET W w W 0 tL r J 0 W D - 0 L fY Q 0 z Q z z W 0 fY 0 a to Z U z I A SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT N0. 21-020 FORUM PROJECT N0. 4097 W Structural Sections & 0 Details W Z co W D U W I— S U ff S19.34 0 LL O �i1�L�( =�_.�'L�i dlllll'J t s LYs lii:k't�nd41dd.11 1111d:,Y�;Ylst�,��41lAWYllIlDll 8" CMU LINTEL SCHEDULE CAH-CRftVi SAFE GRAVITY LOADS (PLF) SAFE LA ERAL LOADS (PLF) SAFE UPLIFT LOADS (PLF) TYPE :LENGTH 8U8 8F8.OB 8F12-OB 8F16-OB 8F20-OB 8F24-OB 8F28-OB 8F32-06 $u$ $F$ REINF. CMU* 8F8-IT 8F12-IT 8F16-IT SF20-IT 8F24-IT SF28-IT 8F32-IT 8F8-1B 8F12-1B 8F16-1B 8F20-16 8F24-18 8F28-1B 8F32-1B 8F8-2T 8F12-2T 8F16-2T 81720-2T 8F24.2T 81`28-2T 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 1 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 1 4375 6113 7547 8672 10294 11809 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 41 411 734 1016 1632 2290 2949 3607 4265 4924 1663 3090 5365 7547 (36) 7342 (,9) 8733 (,9) 10127 p9) 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 (4s) 6036(19) 7181 (19) 8328 (2o) 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 908 1238 2177 1 3480 3031 3707 4383 5061 507 721 483 835 (12) 1340 1880 2419 2959 3498 4038 1238 2177 3480 5381 8360 10394(37) 8825(14) 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 424 534 357 727 (23) 1021 1634 02) 2102 (,p 2571 po) 3039 (,o) 3508 (9) loll 1729 2661 3898 5681 8467(44) 6472 (,$) 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 (15) 752 1245 1843 2564 3486 4705p7) 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 (15) 1458 ps) 1732 (15) 2007 (15) 643 1052 1533 2093 2781 3643(3e) 4754(4s) 530 686 1183 1526 1865 2204 2544 11'4' (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 260 452 152 474 485 798 (15) 1034 (is) 1272 (1s) 1510 (15) 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 (j5) 1366 (15) 1582 (15) 540 1 873 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 IS (15) (15) 373 606 (14) 783 (14) 962 (14) 1141 (14) 1321 (4) 471 755 1075 1428 1838 2316 2883 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 205 293 98 384 15) 346 559 (14) 723 O4) 887 14) ( 1052 (t4) 1218 (14) 442 706 1002 1326 1697 2127 2630 410 420 709 1 1050 1434 (8) 1694 (s) 1954 (- (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. 8" CMU LINTEL w/ 2" RECESS DOOR U-LINTEL SCHEDULE 4^XT-Cft�rvr SAFE GRAVITY LOADS (PLF) LOADS (PLF)SAFE L SAFE UPLIFT LOADS (PLF) TYPE LENGTH 8RU6 8RF6.08 8RF10.OB 8RF14-OB 8RF18-OB 8RF22.OB SRF26-OB 8RF30.OB 8RU6 $RF6 REINF, CMU* 8RF6-IT 8RF10-IT 8RF14-IT 8RF18-IT 8RF22.IT 8RF26-IT SRF30-IT 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-iB 8RF30-1B 8RF6-2T 8RF10-2T 8RF14.2T 8RF18-2T 8RF22-2T 8RF26.2T 8RF30.2T 4-4n52 PRECAST () 1635 1749 3355 3280 4349 5421 6493 7567 758 75 7 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 3968 4946 5924 6904 694 693 1249 86 7 1675 2525 3374 4224 5 7 0 4 59 4 2 1756 1 3699 5206 6639 8060 9479 10893 1 867 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 ([9) 9311 p9) 675 1301 1960 2618 3277 39 5 3 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 (io) 8060(39) 7402 (19) 8706 (19) 655 1262 1900 2538 3176 3815 4453 6'-8" (80°) PRECAST 797 901 1825 3120 5048 7747 9448 7360 595 7$$ 510 570 1012 1651 2204 2758 3312 3865 g01 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 (6) 1952 p) 2442 (6) 2931 (6) 3257 755 1490 2459 3776 5743 8998(19) 10893(4e) 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 370 490 1395 227 395 491 931 (2) 1301 O5) 1640 (is) 1980 (is) 2322 (16) 526 999 1 1568 2253 3129 1 4150 1 5891(47) 589 1135 1 1514 1 1893 1 2272 1 2652 CODE DESIGNATION F = FILLED w/ GROUT QUANTITY OF #5 FIELD U = UNFILLED ADDED REBAR @ TOP S=SOLID 8F16-1B/1T NOMINAL WIDTH (IN.) ---- j 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. f'c PRECAST = 4000 PSI. 2. fc GROUT = 3000 PSI w/ %" MAXIMUM AGGREGATE, TYP. 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. NOMINAL 8 MINIMUM BEARING, 2. SAFE LOAD VALUES BASED ON N R G, 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 IN 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. (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. Typical Pre -Cast Lintel Schedule & Details By Cast -Crete S19.35 N N O N U\1 Cr O I 1z SCALE: Y4" = 1'4' NOTE: CONTRACTOR MAY SUBMIT ALTERNATE TO SC&D IN WRITING FOR APPROVAL, TYP. a a 4) ------------------� 4)I I -- - - - - - - - - - - - -, I I I I I I I I I l4) o lol I I I I I I I I I I I I I- - - - - - - - - - - - - J I ra I 4)I (aL - - - - - - - - - - - - - - - - -1 ro O O m Component & Cladding Wind Pressures for 1-Story Pool Pavilion (Monoslope) Ultimate Wind Speed Vult - 139 MPH/Nominal Wind Speed: VASD = 108 MPH Mean Roof Height = 15.5 Feet Tributary Ultimate Design Wind Pressure (LRFD) Nominal Design Wind Pressure (ASD) Zone Area (5F) Positive Pressure Negative Pressures Positive Pressure Negative Pressures 1 10 + 29.3 PSF - 26.1 PSF + 17.6 PSF - 15.7 PSF 1 20 + 29.3 PSF - 26.1 PSF + 17.6 PSF - 15.7 PSF 1 50 + 29.3 PSF - 26.1 PSF + 17.6 PSF - 15.7 PSF 1 100 + 29.3 PSF - 26.1 PSF + 17.6 PSF - 15.7 PSF O �:t �F 1n IMF IMF "C7 jj ss ps t> ': M 3* 10 + 58.6 PSF - 78.4 PSF + 35.2 PSF - 47.0 PSF 3* 20 + 58.6 PSF - 78.4 PSF + 35.2 PSF - 47.0 PSF 3* 50 + 44.0 PSF - 39.7 PSF + 26.4 PSF - 23.8 PSF 3* 100 + 29.3 PSF - 26.1 PSF + 17.6 PSF - 15.7 PSF WIN ,� XXX .::.::. %? n/a n/a 5* 20 rVa n/a n/a n/a L5 * 50 n/a n/ar rda n/a 5* 100 n/a n/a n/a n/a * END ZONE a = 4.0 FT 2 Florida Building Code Component & Cladding Wind Design Pressures 519.35 SCALE: N.T.S. tA v C +j ro ro IL v JC 4-1 U C ro 0 U U ro �I L 0 rol ro U 0 v L .A '0 C ,c L V1 ro sA 0 U �Q C .!a E .E _v .4 a ro v L L ,3 a E 0 u u v 0 I. a 1A L 0 4. 1A C 0 ro U U v a sA ro V C a! a, L ^^1r1 �„ W� �00 0 v 3 0 1: 1z (n Iv v C W C 00 0 N L 4. 0 v .>a 3 a J Ld mFORUMN 0 ARCHITECTURE & z INTERIOR DESIGN, INC. z KAMMNG I NCFMCIURE I KMIa R DESM 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of ZephyrhI s, FL u o....) } 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD. FL 32779 z TEL 407/682-2086 ■ FAX 407/682-2386 N WWW.SCD-ENG.COM W ��ooauopuro rr��p// j• ccfl °o - r, tLU Y M a a �2�7 2 �n z �S' 13' OF Aq (CGe�lC16� o �94p0 1�1s�4��. 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 O and/or Time Stamp shown using a digital signature. Printed copies of this document are not wconsidered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET w CIO a z U Z 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 11 W Structural Sections & 0 ff ry Details w 1-- z cd w H U W M U a S19.35 0 t- WOOD HEADER & ENGINEERED WOOD BEAM SCHEDULE PLAN MARK BEAM SIZE BEAM TYPE BEAM SPAN INTERIOR WALL EXTERIOR WALL NOTES # OF JACK # OF KING STUDS REQ'D. STUDS REQ'D. # OF JACK # OF KING STUDS REQ'D. STUDS REQ'D. H2-06 (2) 2x6 #2 S.Y.P. < 6'-6" (1) 2x4 (1) 2x4 (1) 2x4 (2) 2x4 #1 6' 6" < L <,12'-0" (2)"Zx4.` fl).2x4, (2) 2x4 (2)4.. #1 H2-08 (2) 2x8 #2 S.Y.P. < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #1 6'-6" < L < 12'-0" (2):2x4' "'�: " {1) x4 " '(2) 2x4 (2) 2x4" ; ` #1 H2-10 (2) 2x10 #2 S.Y.P. < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #1 6' 6"< L < 12'-0" f2);2x4 (1) x4 (2) 2x4 ' {2) 2x4 #1 H2-12 (2) 2x12 #2 S.Y.P. < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #1 6'-6" <.L <12'-0" (3):2x4 :;� (2)�2x4 � :(3) 2x4 {3) 2X4 , � #1 , w H3-06 (3) 2x6 #2 S.Y.P. < 6'-6" (1) 2x6 (1) 2x6 (1) 2x6 (1) 2x6 #2 -0" ` (2) 2x6 (1) 2x6 (2)x6 (2) 2x6 #2 H3-08 (3) 2x8 #2 S.Y.P. < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (1) 2x6 #2 O O -0" (2) 2x6 . , . (1) 2x6: (2) Zx6 ... (2) 2x6 #2 H3-10 (3) 2x10 #2 S.Y.P. < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2 ) 2x6 #2 O .zL <t'-0" 6 (z 2)E .2 H3-12 (3) 2x12 #2 S.Y.P. < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #2 Z 6 __< L < 12' 0" (3):2x6 := (2)-2x6. (3) 2x6 (3), 2x6 #2 O H4-06 (4) 2x6 #2 S.Y.P. < 6'-6" (1) 2x8 (1) 2x8 (1) 2x8 (1) 2x8 #3 7777-7-7-7-77 (2)2�i� " #3 H4-08 (4) 2x8 #2 S.Y.P. < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (1) 2x8 #3 6' 6, <.L.< 12'-0'" 2X8..- (1). 2x8" (2) 2x8 (2) 2x$..: #3. '. H4-10 (4) 2x10 #2 S.Y.P. < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #3 1X-0" (2)" 2x8 (1), 2x8 (2} 2 8 (2) 2x8 #3 ; H4-12 (4) 2xl2 #2 S.Y.P. < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #3 :�*L.<42'-0" . (3,) 2x8 : ,. (2); 2x8 (3) 2x8 (3) 2 t8 #3 132-08 (2) 1%4"x7%a'' VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 6` 6"_ < L <12'-0n `: (2) 2x4 f1): 2x4.:`" (2)>2x4 "f2) 2X4 #4 & # B2-10 (2) 1Y4'x9%4' VERSALAM 2.0 2650 < 6' 6" 2 2x4 f) 1 2x4 f) (2 2x4 f) (2)2 x4 (" #4 & #5 (2)'x4 (a j' ZX4 ., . (2jx4 77777-777 ' (2) 2i4 #4 62-12 3 n 1 n (2) 1/4 x11/a VERSALAM 2.0 2650 < 6- 6'' (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 66"'< 2x4 (2 j 2x4 {3) 2x4 (3)• 2xq #4 & #6: , B2-14 (2) 1Y4"x14" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 x � x4 . (3) 4 (3.) 2x4: #4 & #5 B2-16 (2) 13/41x16" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 6',6" < L < L?'-0" (3):2x4 ; ";. (2) 2x4. C3) x4 {3) 2x4 #4 &#5, B2-18 (2) 1%41x18" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #6 (3)x4 (3) 2x4 #477 & #6 62-20 (2) 13/4'x20" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #6 (3)"-2X4 f2) 2X4 ^ f32X4 44 & #6 B3-08 (3) IY4"x7Y4" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 2X6 (1); 2X6 () 2x6 (2j 2i #4 & #6, B3-10 (3) 13/4'x9Y4" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 L f2)<2x6 (2) 2x6 #4:& #6 m B3-12 (3) 1Y4'xl1Y4" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 (2): 2x6 ' . #4 & #b B3-14 (3) I%N14" VERSALAM 2.0 2650 < 6'-6 (2) 2x6 2x (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 LU Ce Ox6 f 3)x6 ".. (3) "2X6 , .. #,4 .& #6 Z B3-16 (3) 1%4'xi6" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6" tZ 6` 6" < L <�12' 0" {3) 2x6 (2) 2x6 (3) 2x6 {3) 2x6 #4 133-18 (3) IY4'x18" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 <.L,< 0" (3j; 2x6 (2) 2x6 {3)' 2x6 {3) 2X6 #4 6i #6 B4-08 (4) 1Y4'x7Y4" VERSALAM 2.0 2650 < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 r. {2) 2x13 B4-10 (4) 1Y4"x9Y4" VERSALAM 2.0 2650 < 6-6" (2) 2x8 (1) 2x8 (1) 2x8 (2) 2x8 #4 & #7 0" (2):�2x8 (�) 2x8 (2) 2x8 {2)it8 #4 4#7� B4-12 (4) 1Y4"xI1Y4" VERSALAM 2,0 2650 < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 6' 6r L < 1'2' 0't (2):2x8 f2) 2x8,2) 2x8 "(3) 2x8 44 B4-14 (4) 1%4'x14" VERSALAM 2.0 2650 < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 2x$ (3) 2x8 (3) 2x8 #4 #7 134-16 (4) 1Y4'xl6" VERSALAM 2.0 2650 < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 6' 6"�r L <,12°-0".. �.t) 2x8 (2j:2x8 :(3) 2x8" . I.. (3) 2X8 #4&#7 134-18 (4) 1%4'x18" VERSALAM 2.0 2650 < 6-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 1. 2-PLY 2x FLITCHED WOOD BEAM: PROVIDE 2x MEMBERS PER SCHEDULE FLITCHED w/2" PLYWOOD BETWEEN EACH PLY. ATTACH LUMBER EITHER SIDE OF Y2" PLYWOOD FLITCH PLATE w/ 16d COMMON NAILS @ 12" O.C. HIGH & LOW ALTERNATING SIDES, TYP. SEE DETAIL BELOW. 2. 3-PLY 2x FLITCHED WOOD BEAM: PROVIDE 2x MEMBERS PER SCHEDULE FLITCHED w/%" PLYWOOD BETWEEN EACH PLY. ATTACH LUMBER EITHER SIDE OF EACH Y2" PLYWOOD FLITCH PLATE w/ 16d COMMON NAILS @ 12" O.C. HIGH & LOW ALTERNATING SIDES, TYP. SEE DETAIL BELOW. 3. 4-PLY 2x FLITCHED WOOD BEAM: PROVIDE 2x MEMBERS PER SCHEDULE FLITCHED w/ Y8" PLYWOOD BETWEEN EACH OUTSIDE PLY &Y2" PLYWOOD BETWEEN CENTER PLIES. ATTACH LUMBER EITHER SIDE OF EACH Y2" PLYWOOD FLITCH PLATE w/ 16d COMMON NAILS @ 12" O.C. HIGH & LOW ALTERNATING SIDES, TYP. SEE DETAIL BELOW 4. ALL GLUE -LAMINATED BEAMS TO BE VERSA -LAM 2.0 2650 SERIES MANUFACTURED BY BOISE CASCADE, LLC, TYP. (UNLESS NOTED OR DETAILED OTHERWISE) 5. 2-PLY VERSALAM BEAM: FOR BEAM DEPTHS LESS THAN 12", FASTEN MEMBERS TOGETHER w/ 2 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF Yz"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS 14" TO 18", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF z"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS UP TO 24", FASTEN MEMBERS TOGETHER w/ 4 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF Y" O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. 6. 3-PLY VERSALAM BEAM: FOR BEAM DEPTHS LESS THAN 12", FASTEN MEMBERS TOGETHER w/ 2 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF 12"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS 14" TO 18", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF 16d BOX/SINKER NAILS @ 12" Q.C. OR 2 ROWS OF Y"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS UP TO 24", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF Y2" O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. 7. 4-PLY VERSALAM BEAM: FOR BEAM DEPTHS LESS THAN 12", FASTEN MEMBERS TOGETHER w/ 2 ROWS OF Y4N15" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS OF 1/2"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS 14" TO 18", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF Y4"x6" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS OF Y2"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS UP TO 24", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF Y4N15" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS OF Y2"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. Wood Header & Engineered Wood Beam Schedule �S19.36)SCALE: N.T.S. 3%" N� 2-PLY (NAILED) SY" or 52" N� 3 19.3 NOTE: DO NOT CUT, NOTCH OR DRILL HOLES IN BEAMS/HEADERS EXCEPT AS INDICATED ON ILLUSTRATION & TABLE 7 1/4" - 20" I 2" Allowable Holes in PSL Beams/Headers SCALE: Y4" = 1'-0" 21/2" 24" b 0 4 19.3 STUD FACE %"MIN. MAX. BORED HOLE DIAMETER = 40% OF STUD WIDTH (60% OF STUD WIDTH IF DOUBLE STUD) NOTCH 25% OF STUD WIDTH MAX. EXTERIOR OR BEARING WALL STUD FACE %" MIN. - MAX. BORED HOLES DIAMETER = 60% OF STUD WIDTH. NOTCH 40% OF STUD WIDTH MAX, NON -BEARING PARTITION PENETRATIONS THRU WOOD STUDS Wall Size Load -Bearing or Exterior Wood Stud Wall (Max. Bored Hole Size) Non -Load -Bearing Wood Stud Partition (Max. Bored Hole Size) Load -Bearing or Exterior Wood Stud Wall (Max. Notch Size) Non -Load -Bearing Wood Stud Partition (Max. Notch Size) 40% Max. 60% Max. (Dbl. Stud)' o 60 /o Max. 0 25 /o Max. 0 40 /o Max. 2x4 1 %8" ... --- 7/B 1 13/ n (2) 2x4 --- 2Ys" 2/ 2x6 2Y4" --- --- 1%' 2%" (2) 2x6 --- 3Y16" 35/6" 13/8 2Y8" 2x8 2%$' --- --- 11Y16' 2%1' (2) 2x8 --- 43/11 43/s 113261 2%11 NO MORE THAN TWO (2) SUCCESSIVE DOUBLED STUDS MAY BE BORED. NOTE: BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. TOP/BOTTOM WOOD PLATES: TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR MORE OF WIDTH MUST BE REPAIRED USING 16 GA. (MIN.) METAL TIE THAT IS ATLEAST 1Y2" WIDE (SECTION 2308.9.8 I.B.C.) IF WALL IS A SHEAR WALL IT MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS), Plate Size Max. Allowable Hole Size 2x4 1 Y4" 2X6 2%4' 2x8 3%" Cutting, Notching, &Bored Holes in Studs &Plates SCALE: Y4' = 1'-0" 3-PLY 2x4 3-PLY 2x6 4-PLY 2x4 (1 ROW OF STAGGERED 30d (1 ROW OF STAGGERED 30d (1 ROW OF STAGGERED COMMON WIRE NAILS) COMMON WIRE NAILS) 30d COMMON WIRE NAILS EACH PLY) 2 19.3 NOTE: ALL BORED HOLES & NOTCHING IN FRAMING SHALL MEET F.B.C. CHAPTER 23, SECTION 2308, TYP. o © O 0 o Q 0 . • O 4-PLY 2x6 (2 ROWS OF STAGGERED 30d COMMON WIRE NAILS EACH PLY) Built-up Wood Stud Column Sections SCALE: Y4" = 1'-0" io v J ro v L _0 LL .0 3 U C ro b 0 V ro 0 ro U 0 s E L b iA ro 0 GCO E C E v ro u a a v L 44 +j a G 0 V v 0 L a L 0- to 0 U r. Q) d ro' C ro' a. Q) .0 v b0 _v 0 "s. v v C 00 Lu C v Q v 4- 0 to v v 3 a J FORUMN m m a ARCHITECTURE & N z INTERIOR DESIGN, INC. i PtJ4NNING I ARG'FNTECTIJRE I III TUaM DESIGN V! w 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 06 407.830.1400 W www.forumarchitecture.com W Zephyr Commons i- City of Zephyrhills, FL w 0 o 1 . T 0 vi 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 o TEL 407/682-2086 ■ FAX 407/682-2386 N WWW.SCD-ENCi.COM W ooiiuua000 G' o . l D A..S p X•LS 0 N 0. W 1.. Z 02?122 Q ())� , ..,TAT,. 0 z � Ix W Robert C. Scroggins, P.E. F_ FL Registration No. 56158 Z This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date o and/or Time Stamp shown using a digital signature. Printed copies of this document are not F considered signed and sealed and the signature must be verified on any electronic copies. 0 Z LU SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET U W W_....._ ........------- _ .._._. _... to z -- -- 0 w J 0 w rn -- m w a 0 Z u - _- z Z Uj w 0 /-� SHEET REVISIONS: W z t EDITED BY: U Z RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 z V) W Structural Sections & 0 Details w Z C5 w U S19-36 0� LL 0 N N O N a Wood Stud Shear Wall Schedule for 1 Story Amenity Buildings O C TYPICAL STUD FRAMING ® EXTERIOR WALL SHEATHING INTERIOR WALL SHEATHING BASE CONNECTIONS @ BOTTOM OF SHEARWALL SHEARWALL LEVEL TYPICAL STUDS NO. OF STUDS SHEATHING BASE SHEAR NAILING PATTERN NAILING PATTERN O7 CONT. PLATE ANCHORAGE @ EACH END OF WALL PLAN MARK (USE 12" O.C. WHERE REQ'D. @ EA. JOINT (LB/FT) SHEATHING SHEATHING CONNECT. TO FLOOR NOTED IN PLAN) END OF WALL BLOCKING EDGES INTERMEDIATE EDGES INTERMEDIATE DECK HOLD DOWN TENSION (LB.) "SW-AM1" 1st FLOOR 2"x4" or 2"x6" @ (2) 2x4 BLOCKED 240 is/2 " CDX PLYWOOD WALL 8d @ 4" O.C. 8d @ 12" O.C. %" TYPE "X" GYPSUM #6xlt/4" BUGLE HEAD #6x1%4' BUGLE HEAD Y2" 0 A307 A.B. (6" EMBED.) @ 1-"HDU5-SDS2.5" 3,240 EXTERIOR WALL TO ROOF 16" O.C. (MAX�. �'_J or (2) 2x6 ® SHEATHING 10 WALLBOARD SCREWS @ 4" O,C. SCREWS @ 4" O.C. 16" O.C., TYP. O "SW-AM2" 1st FLOOR 2"x4" or 2"x6" @ (2) 2x4 BLOCKED 380 s/" TYPE" X" GYPSUM 1 #6x1/4„ BUGLE HEAD #6xIY4„ BUGLE HEAD TYPE " 5/e" X" GYPSUM #6xlY4„ BUGLE HEAD t #6x1/4„ BUGLE HEAD 1" 0 A307 A.B. (6" EMBED.) @ 1"HDU5-SDS2.5" 3,240 INTERIOR WALL TO ROOF 16" O.C. (MAX .� k or (2) 2x6 ® WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. 16" O.C., TYP. O NOTES: 1� SIMPSON "MASH" MUDSILL ANCHORS @ 21" O.C. MAYBE USED IN PLACE OF z"O ANCHOR BOLTS DBL. 2x4's FASTENED TOGETHER w/ 16d COMMON WIRE NAILS @ 12" O.C. STAGGERED MAY BE USED Q 0J57 0 HILTI "X-U" UNIVERSAL KNURLED SHANK FASTENER MAY BE USED @ 10" O.C. IN PLACE OF SPACED @ 24" O.C., TYP. IN LIEU OF THE SPECIFIED 3x4 STUDS @ CONTRACTOR'S OPTION, TYP. THE Y2"O A307 ANCHOR BOLTS @ INTERIOR SHEAR WALL LOCATIONS. USE IN CONJUNCTION w/ 0 ALL TRUSSES AND CONSTRUCTION SHALL BE DESIGNED TO WIND LOADS STATED IN GENERAL CONFIRM DIAMETER OF ANCHOR BOLT FOR HOLD-DOWN w/ STRAP MANUFACTURER, TYP. SCHEDULED HOLDDOWNS EACH END OF WALL, TYP. STRUCTURAL NOTES, TYP. 10 ORIENTED STRAND BOARD (O.S.B.) w/ EQUIVALENT OR GREATER THICKNESS MAY BE USED IN PLACE U7 NAIL PATTERN BASED ON P-NAIL CRITERIA. SEE DETAILS "4/S23.25" & "5/S23.25" FOR SHEATHING OF THE SPECIFIED PLYWOOD WALL SHEATHING @ CONTRACTOR'S OPTION. USE SAME FASTENERS & ALL STRAP NAILS SHALL PENETRATE THE BEARING MEMBER MIN. 12 NAIL DIAMETERS, TYP. (U.N.O.) LAYOUT & FASTENER PATTERNS. SPACING/PATTERN AS NOTED FOR PLYWOOD. ® SEE DETAILS #2, #3, #4 & #5 ON SHEET "S4.03" FOR TYPICAL STRAPPING LOCATIONS AT EACH END OF `8J SEE DETAIL "3/S4.01" FOR TYPICAL SHEARWALL BLOCKING OPTIONS IN FLOOR TRUSSES OVER SHEAR WALLS, TYP. SHEARWALLS. 1 Wood Stud Shear Wall Schedule for 1 Story Amenity Buildings SIMPSON "LSTA24 @ 32" O.C. HEADER PER PLAN & SCHEDULE, TYP. BEAM & HEADER ANCHORAGE PER SCHEDULE, TYP. NAIL STUDS TOGE w/ 16d NAILS EACI @ 12" O.C. 3 SIMPSON "SPH4' 2 S19.37 SIMPSON "LSTA2,e @ 32" O.C. HEADER PER PLAI & SCHEDULE, TYI BEAM & HEADER ANCHORAGE PEI SCHEDULE, TYP. NAIL STUDS TOG w/ 16d NAILS EA( @ 12" O.C. JACK STUDS PER SCHEDULE Ell S19.37) SCALE: N.T.S. ROOF TRUSSES @ 24" O.C. SIMPSON STRAP PER SCHEDULE, TYP. EACH TRUSS TYP. CONNECTION OF GIRDER TRUSS TO POST SIMPSON SP2 EVERY DTHER STUD PROVIDE DOUBLE STUD (MIN.) UNDER EA. GIRDER, TYP. (U.N.O.) SOLID 2x BLOCKING @ 5'-0" O.C. (MAX.), TYP. WOOD STUDS PER PLAN, TYP, SIMPSON HTT16 TYP. w/ (18) 16d NAILS @ STUDS a@ TRUSS (1)SIMPSON SPl OR (1) H3 EVERY OTHER STUD P.T. BOTTOM PLATE TO SLAB CONNECTION PER PLAN, TYP. (U.N.O.) --TYP GIRDER TYPICAL WALL HOLDDOWN WALL 9HIP END 4T HIP GIRDER TRUSS PROVIDE SIMPSON iCP2 NAIL TO TRUSS Sr. TO DOUBLE STUD 3 ELOW IMPSON STRAP PER CHEDULE, TYP. EACH 'RUSS IMPSON SP2 EVERY )THER STUD DOUBLE STUD SOLID 2x BLOCKING @ i' 0" O.C. (MAX.), TYP. WOOD STUDS DER PLAN, TYP. 1)SIMPSON SPl OR (1) -0 EVERY OTHER STUD :1.T. BOTTOM PLATE TO SLAB CONNECTION PER PLAN, TYP. (U.N.O.) Typical Wood Stud Bearing Wall Strapping Elevation - 1 Story Building SCALE: %8' = 1'-0" ROOF TRUSSES @ 24" O.C. SIMPSON STRAP PER SCHEDULE, TYP. EACH TRUSS TYP. CONNECTION OF GIRDER TRUSS TO POST SIMPSON SP2 EVERY OTHER STUD PROVIDE DOUBLE STUD UNDER EA. GIRDER SOLID 2x BLOCKING @ 5'-0" O.C. (MAX.), TYP. WOOD STUDS PER PLAN, TYP. BOTTOM PLATE TO ,B CONNECTION PER kN, TYP. (U.N.O.) i—TYP GIRDER TYPICAL WALL HOLDDOWN I\T HIP GIRDER TRUSS 'ROVIDE SIMPSON -1CP2 NAIL TO TRUSS St TO DOUBLE STUD 3 ELOW IMPSON STRAP PER CHEDULE, TYP. EACH 'RUSS LID 2x BLOCKING 5'-0" O.C. (MAX.), P. RUBLE STUD DOD STUDS t PLAN, TYP. BOTTOM PLATE TO B CONNECTION PER N, TYP. (U.N.O.) s c r r ur "IRDER WALL HIP END OR GIIRDERS Typical Wood Stud Bearing Wall Elevation w/ C.R.T.S. - 1 Story Building SCALE: W = 1'-0" S19.3 7 3 S19.37 5 S19.37 %ENGINEERED ROOF BIRDER TRUSSES, TYP. APSON HD8A TOP & )T. w/ THREADED )D, TYP. )LID 2x BLOCKING @ 0" O.C. (MAX.), TYP. SIMPSON HD8A TYP. GIRDER HOLDDOWN FOR GIRDERS Wall Strapping Elevation for Girder Truss Uplift Loads more than 3,000 lb. - 1 Story SCALE: Y8" = 1'-0" NOTE: SEE TYPICAL BEARING STUD HOLDDOWN ELEVATION & TYPICAL DETAILS FOR ADDITIONAL INFORMATION PRE-ENGINEERED ROC & GIRDER TRUSSES, TY HURRI-BOLT AS REQT SOLID 2x BLOCKING 5'-0" O.C. (MAX.), TYI PROVIDE (4) 2x4 STUDS UNDER EACH GIRDER v "O THRU BOLTS @ 12" OR 16d NAILS EACH PLY 12" O.C. TYP. (U.N.O.) TYP. GIRDER HOLDDOWN FOR GIRDERS C.R.T.S. Wall Elevation for Girder Truss Uplift Loads more than 3,000 lb. - 1 Story SCALE: 8" = 1'-0" NOTE: SEE TYPICAL BEARING STUD HOLDDOWN ELEVATION & TYPICAL DETAILS FOR ADDITIONAL INFORMATION Sheet Notes Framing Elevations w/ Conventional Strapping A. SEE SHEET "1/S19.37" FOR 1-STORY SHEAR WALL SCHEDULE. B. SEE ARCH. DRAWINGS FOR FLOOR/WALL ASSEMBLY DESCRIPTIONS & FIRE RESISTANCE RATINGS, TYP. C. ANCHORAGE/STRAPPING FOR SHEAR WALLS ENDS NOT SHOWN FOR CLARITY. REFER TO SHEAR WALL SCHEDULE FOR REQUIREMENTS, TYP. D. HOLD-DOWN STRAPS TO BE INSTALLED OVER SHEATHING WHEN STRAP TYPES PERMIT, TYP. (U.N.O.) E. ANCHOR BOLTS: PROVIDE%" DIAMETER A307 ANCHOR BOLTS w/ 6" MIN. EMBED. @ INTERIOR LOAD BEARING & EXTERIOR FRAME WALLS. PLACE BOLTS AS PER ANCHORAGE OR SHEAR WALL SCHEDULE. w/ MIN. 2 BOLTS PER PLATE & LOCATE BOLT 1'-0" FROM END OF PLATE. FOR HOLD DOWNS CONNECTED TO SLABS, COORD. ANCHOR BOLTS SIZE & LOCATION w/ MANUFACTURER'S REQ. & SHEAR WALL SCHEDULE. F. BOLT HOLES SHALL BE %6" LARGER THAN BOLT SIZE, TYP.. RE -TIGHTEN ALL NUTS PRIOR TO CLOSING IN. G. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS & NUTS AGAINST WOOD. H. PARTITION ANCHORS: SECURE ALL INTERIOR NON SHEAR WALL, NON LOAD BEARING PARTITIONS w/ CUT NAILS OR RAMSET ANCHORS SPACED 32" O.C. MAX., MIN. 2 ANCHORS PER PLATE. I. THE FOLLOWING WOOD GRADES SHALL BE THE MINIMUM ACCEPTABLE FOR THIS PROJECT: NON-STRUCTURAL STUDS ONLY: • STUD GRADE DOUGLAS FIR LARCH (DFL) - 2x4 & LARGER • STUD GRADE SPRUCE PINE FIR (SPF) - 2x4 & LARGER. STRUCTURAL LIGHT FRAMING: • No. 2 SOUTHERN YELLOW PINE (SYP) 2x4 & LARGER • No. 2 DOUGLAS FIR LARCH (DFL) 2x4 & LARGER • No. 2 SPRUCE PINE FUR (SPF) 2x4 & LARGER • STRUCTURAL GRADE No. 2 SOUTHERN YELLOW PINE (SYP) or No. 2 DOUGLAS FIR LARCH (DFL) or No. 2 SPRUCE PINE FUR (SPF) FINGER JOINTED STUDS - 2x4 & LARGER. JOISTS AND HEADERS: • No. 2 SOUTHERN YELLOW PINE (SYP) 2x6 & LARGER • No. 2 DOUGLAS FIR LARCH (D.F.L.) 2x6 & LARGER. POSTS: • No. 2 SOUTHERN YELLOW PINE (SYP) 4x4 & LARGER • No. 2 DOUGLAS FIR LARCH (D.F.L.) 4x4 & LARGER. J. PRE-ENGINEERED C.R.T.S. HOLD-DOWN ALTERNATE: THE GENERAL CONTRACTOR MAY PROVIDE A PRE-ENGINEERED CONTINUOUS ROD TIE -DOWN SYSTEM (C.R.T.S) SUCH AS C.L.P., HURRI-BOLT, GO -BOLT, SIMPSON, ETC. AS A VALUE ENGINEERING ALTERNATE TO THE CONVENTIONAL WALL STRAPPING DESIGN SHOWN. IF THIS ALTERNATE IS USED, THE CONTRACTOR MUST PROVIDE COMPLETE SHOP DRAWINGS & CALCULATIONS SPECIFICALLY DETAILING THE REVISIONS TO THE CONTRACT DRAWINGS, SIGNED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA FOR REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. NOTE THAT TAKE-UP DEVICES MUST BE USED AT EACH FLOOR AT THE ENDS OF EACH SCHEDULED SHEAR WALL OR THE SCHEDULED CONNECTORS MAY BE USED, TYP. SEE SHEET "S4.05" FOR TYPICAL WALL FRAMING ELEVATIONS w/ CONT. ROD TIE -DOWN SYSTEM. K. PRE-ENGINEERED TENSION CABLE HOLD-DOWN ALTERNATE: THE GENERAL CONTRACTOR MAY PROVIDE A PRE-ENGINEERED TENSION CABLE TIE -DOWN SYSTEM SUCH AS QUICK -TIE, ETC. AS A VALUE ENGINEERING ALTERNATE TO THE CONVENTIONAL WALL STRAPPING DESIGN SHOWN. IF THIS ALTERNATE IS USED, THE CONTRACTOR MUST PROVIDE COMPLETE SHOP DRAWINGS & CALCULATIONS SPECIFICALLY DETAILING THE REVISIONS TO THE CONTRACT DRAWINGS, SIGNED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA FOR REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. NOTE THAT IF TENSION CABLES ARE USED IN PLACE OF THE SCHEDULED CONNECTORS @ THE ENDS OF EACH SHEAR WALL, THE CABLES MUST BE TERMINATED AT EACH FLOOR, TYPICALLY. v ro kA ro 0 LL 41 C 3 V C ro 0 U C 4-1 ro U 0 v L +-0 .0 '10 v C ,c L v to ro to '0 0 U b0 G E N U a a v L r ,3 a G 0 4-1 v 0. a iA 0 to C 0 ro U 4: �V v a H C ro to 4-1 a v 0) C4 N 3 0 Y to . v v 00 C W C N Ill 0 s 4. 0 4-1 a FORUME co T m 0 N 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 u. 0 a.�� I ! � rr , "�R� o u 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 eoo�aooa000�Q�o� G. 1 Ij 0 0 No. __1 xIL STATr i� F to A- 2 � �Ila lOos4u�� WRobert 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 o and/or Time Stamp shown using a digital signature. Printed copies of this document are not i- considered signed and sealed and the signature must be verified on any electronic copies. 0 7 SET DISTRIBUTIONS: 0 d 12/16/2021 OWNER REVIEW SET 7 02/17/2022 PERMIT SET U z U z SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO, 21-020 FORUM PROJECT NO. 4097 Structural Sections & Details S19,37 0 N 0 N tn 0 20 PSF ROOF LIVE LOAD (REDUCIBLE) 10 PSF TOP CHORD DEAD LOAD, TYPICALLY (15 PSF TOP CHORD DEAD LOAD @ OVERFRAMED AREAS) 10 PSF BOTTOM CHORD DEAD LOAD, TYPICALLY WIND 4,p DIRECTION ` QSF O� 7/6' STRUCTURAL ROOF SHEATHING SEE NOTE #8 I— SEE NOTE #4 --' SUPPORT POINTS, TYPICALLY _ j;j,�7,AV 1 Pre -Engineered Wood Trusses S19.38 SCALE: Y4" = 1'-0" 2x4 BLOCKING @ - SHEATHiNG JOINT 4" FROM GABLE BLOCKING REQUIRED. - BETWEEN OUTRIGGERS 2x4 OUTRIGGER — @ 24" O.C. U-HANGER--� ROOF TRUSS NOTES: 1. PREFABRICATED WOOD ROOF TRUSSES SHALL BE DESIGNED FOR THE DEAD, LIVE AND WIND LOADS SHOWN AND ALL COMBINATIONS OF THESE LOADS AS SET FORTH IN THE FLORIDA BUILDING CODE. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL DESIGN CRITERIA. TRUSS FABRICATOR SHALL SUBMIT S&S SHOP DRAWINGS & DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED FOR REVIEW PRIOR TO TRUSS FABRICATION. 2. ROOF DEAD LOADS SHOWN SHALL BE DIVIDED EQUALLY BETWEEN TOP AND BOTTOM CHORDS TO ACCOUNT FOR DEAD LOAD OF ROOFING AS WELL AS HANGING MECHANICAL AND CEILING DEAD LOADS, 3. WIND LOADS SHOWN ARE FOR WINDS APPROACHING FROM THE LEFT OF THE TRUSS ELEVATIONS SHOWN. FABRICATOR SHALL DESIGN AND FABRICATE ALL TRUSSES SYMMETRICALLY (REVERSE WINDWARD AND LEEWARD WIND LOADINGS) THEREBY ACCOUNTING FOR WIND LOAD IN THE OPPOSITE DIRECTION. A MAXIMUM OF 10 PSF DEAD LOAD MAY BE USED TO RESIST UPLIFT, TYP. 4. SEE ARCHITECTURAL DRAWINGS, MECHANICAL DRAWINGS, AND ROOF FRAMING PLANS FOR ADDITIONAL DEAD LOADS ON TOP OR BOTTOM CHORDS OF TRUSSES DUE TO MECHANICAL EQUIPMENT, WHERE APPLICABLE. 5. MAXIMUM TRUSS SPACING IS 2'-0", TYPICALLY. "PSF" LOADINGS SHALL BE MULTIPLIED ACCORDINGLY IN ORDER TO OBTAIN "PLF" TRUSS LOADINGS. 6. POINT LOADINGS WHICH ARE GENERATED BY SPECIAL TRUSS CONFIGURATIONS HAVING TRIBUTARY WIDTHS GREATER THAN 2'-0" (HIP TRUSSES, TRANSFER TRUSSES, ETC.) SHALL BE ACCOUNTED FOR IN TRUSS DESIGN, AND MAGNITUDE OF SUCH OF SUCH POINT LOADS SHALL BE CLEARLY NOTED ON SHOP DRAWINGS. TRUSSES SHALL ACCEPT POINT LOADS FROM ADJACENT TRUSSES AT TRUSS PANEL POINTS ONLY. 7. COORDINATE ROOF CONFIGURATION, SLOPE, DIMENSIONS, OVERHANGS, HIPS AND VALLEYS WITH ARCHITECTURAL DRAWINGS, TYPICALLY. 8. TRUSS WEB CONFIGURATIONS SHOWN IN TRUSS ELEVATIONS ARE SCHEMATIC IN NATURE. FINAL LOCATION AND CONFIGURATION OF TRUSS WEB MEMBERS SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL SPACE REQUIREMENTS. 9. PERMANENT TRUSS BRACING AND BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH "TRUSS PLATE INSTITUTE" IN ORDER TO PROVIDE ADEQUATE LATERAL WIND STABILITY FOR TRUSS SYSTEM, TYPICALLY. HURRICANE CLIP "H2.5" @ EACH OUTRIGGER, TYP. 2x4 BARGE RAFTER CONT. TOP CHORD OF GABLE 2x4 X-BRACE @ LIVERHAN�END TRUSS DROP 3Y2" 2x4 SCAB CONT. — 8'-0" O.C. PER ARCH TOP TO BOTTOM CONT. 2x4 SCAB FROM TOP TO CHORD @ 8" BOTTOM CHORD @ X-BRACING FROM GABLE (PROVIDE ADDITIONAL 2x4" @ VERTICAL IF HIGHER THAN 60" TO FROM AN "L" SHAPE - SEE "4/S-6.1") (3) 12D NAILS, TYPICAL @ 2x4 BLOCKING 48" O.C. BETWEEN X-BRACING GABLE AND FIRST TRUSS - SEE NOTE "6" 2x4 SCAB IF SIMPSON "A35" CLIP @ 48" O.C. VERT. WEB IS NOT PRESENT B BOTTOM CHORD OF GABLE END TRUSS CONT. 2x4 x 8'-0" @ TYP. LATERAL DBL. 2x CONT, TOP PLATE BRACE @ 48" O.C. - SEE NOTE "5" 2x STUDS @ 16" O.C. (OR BEAM) SIMPSON "CS22" @ 48" O.C., TYP. 3 Typical Gable End Framing/Bracing Detail S1 ;J.38 SCALE: N.T.S. �Inr�rn rRU55 LIONS BY -MUST TH FT >NS SIMPSON"HTT SIMPSON"HTT2: GABLE END BRACING NOTES: 1. GABLE TRUSS SHALL HAVE 2x4'S ADDED TO THE VERTICAL 2x4'S IN THE HEIGHT EXCEEDS 4 FEET, WITH THE ADDED 2x4'S FORMING AN L SHAPE, USING 12D NAILS AT 12 INCHED ON CENTER - SEE GABLE END BRACING DETAIL 2. THE RAKE OVERHANG FROM A GABLE END SHALL NOT EXCEED 24 INCHES WITH AN OUTRIGGER BACK A MINIMUM OF 24 INCHES. 3. 2x4'S "X" BRACING SHALL BE REQUIRED AT GABLE ENDS MORE THAN 48 INCHES TALL, NOT TO EXCEED 8 FEET ON CENTER. 4. THE "X" BRACE SHALL EXTEND NO LESS THAN 8 FEET BEYOND THE GABLE END. UNLESS IT IS CONNECTED TO A GIRDER TRUSS. THE MAXIMUM UNSUPPORTED LENGTH OF THE "X" BRACING MAY NOT EXCEED 10 FEET. IF THE UNSUPPORTED LENGTH DOES EXCEED 10 FEET. AN ADDITIONAL SCAB MAY BE REQUIRED. 5. THE BOTTOM CHORD OF TRUSSES WITHIN 8 FEET OF A GABLE END SHALL HAVE A CONTINUOUS HORIZONTAL 2x4 MEMBER AT 48 INCHES ON CENTER NAILED TO THE TOP OF THE BOTTOM CHORD, WITH THREE 12D NAILS AT EACH TRUSS. 6. 2x4 BLOCKING SHALL BE PROVIDED BETWEEN THE GABLE END TRUSS AND THE FIRST TRUSS IN THE PLANE OF THE BOTTOM CHORD. 7. ALL NAILING FOR ROOF SHEATHING ON A GABLE END SHALL BE 4 INCHES ON CENTER WITHIN 4 FEET OF THE GABLE TRUSS WITH BLOCKING FOR ALL EDGES WITHIN THAT 4 FOOT AREA. .ED R WOOD TOP 'ER PLAN & , TYP. ID COLUMN SCHEDULE, 1A OJ ro ro - C.B. 'O 0 K4 DIAGONAL BRACE (DB) @ u k. END WALL AND @ 20'-0" v IAX. INTERVALS ALONG C kTERAL BRACE. +j ONTINUOUS LATERAL BRACE (CB) AS ,r 3 EQUIRED BY TRUSS DESIGN AND LAMING PLAN N U C II � L 0 /EB MEMBER L V ONTINUOUS BOTTOM BRACE (BB) D.B. B.B. C S REQ'D BY TRUSS DESIGN & ZAMING PLAN AND NOT MORE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO BRACING WOOD TRUSSES. HAN 10 FT. O.C. COMMENTARY AND RECOMMENDATION, BWT-76 (TRUSS PLATE INSTITUTE). INSTALL BRACING AS 'L THE TRUSSES ARE ERECTED. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THE 0 EILING CONSTRUCTION LOAD SHALL BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES AND -C SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY C CONSTRUCTION MATERIALS (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACES ON THE TRUSSES IN c0 ANY ONE AREA & THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. ro U 0 2• ALL BRACING (DB,CB,BB) SHOWN IN THE FRAMING PLAN SHALL BE IN ADDITION TO CONTINUOUS LATERAL SPECIFIED BY THE TRUSS MANUF. ALL LATERAL BRACING SPECIFIED SHALL HAVE ADDITIONAL DIAGONAL BRACES @ 20'-0" MAX. .0C 3• ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER AND SHALL BE ATTACHED WITH 2-16d NAILS ,( i @ EA. TRUSS INTERSECTION. 2 Typical Wood Truss Bracing 519. 3 8 SCALE: N.T.S. E N Ill '0 to ro v SIM PSON"HTT2 01 5 Girder Truss 6 Girder Truss Bearing @ Wood Stud Wall r 7 S1 ;/.38 SCALE: N.T.S. U9.38) SCALE: N.T.S. U9.3 4 19.38 NOTE: ANY GABLE END STUD THAT HAS GREATER THAN 5-0" VERTICAL DIMENSION FULLY EXPOSED TO WIND SHALL BE BRACED AND SECURED, IN PLACE, AS DETAILED. SOME GABLE ENDS MAY REQUIRE OTHER TYPES OF BRACING. REFER TO INDIVIDUAL TRUSS DESIGNS FOR THESE CONDITIONS. 2x4 "L" BRACING 0 U bC0 T7 L SECURE VERTICAL 2x4 "U BRACES CC w/ 10d NAILS @ 16" O.C., TYP. C 'cC / o 00 ,c GABLE END STUDS @ z Q 24" O.C. (MAX.), TYP. o r v A 00 oQ X w ro U N 4-1 ++ 3 a ALL GABLE ENDS ARE CONTINUOUSLY SUPPORTED UNLESS NOTED OTHERWISE. 0 ANCHOR BOTTOM CHORD AS REQUIRED. PROVIDE A MOISTURE BARRIER IF IN CONTACT WITH MASONRY. V V N ,0 Gable End Bracing Detail (Vult < 160 MPH) a to SCALE: N.T.S. .ED WOOD , TYP. r L 0 V1 0 ro U U v a lA NOTE: G.C. TO COORDINATE HOLD DOWN '1J LOCATIONS w/ TRUSS LAYOUT, TYP. ro to ro a PER -ENGINEERED GIRDER TRUSS SIMPSON STRAP PER PLAN, TYP. v 00 0 DRILL & EPDXY HILTI "HAS" ROD C (DIAMETER PER STRAP MANUF.) w/ " 6" MIN. EMBEDMENT. USE HILTI to "HY-150" INJECTION ADHESIVE, TYP. L. .I N WOOD TOP ;; C AS REQ'D., TYP. C W WUUU rttHUtR PER C PLAN & SCHEDULE, TYP. MASONRY BOND BEAM OR CONCRETE BEAM PER PLAN, TYP. Q1 0 Iv Girder Truss Holddown P 4. @ Wood Header 8 Girder Truss Holddown v SCALE: N.T.S. S19.3 Q SCALE. Y4 = 1'-0" Q) Q � 0 'a J rFORUMM m m 0 ARCHITECTURE & L; INTERIOR DESIGN, INC. z PI.ANNINC I 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons vi 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 z TEL 407/682-2086 ■ FAX 407/682.2386 N WWW.SCD-ENG.COM W ou��oaaa a U O _ a 0 � w Q >> °. OZ�i7/ZZ (C ))� .. lr/Mfl((lF a aaaooao�� W Robert C. Scroggins, P.E. FL Registration No. 56158 o 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 Hconsidered signed and sealed and the signature must be verified on any electronic copies. 0 z LU SET DISTRIBUTIONS: IL 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET U w 2It -- - r _. 0 L. r J z — --- 0 w to z a 0 z z z ° NLL ---- W 0 0 SHEET REVISIONS: W r Z 06 - _� -d EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 A 11 W w Structural Sections & a Details w z 00 w w r U 0 S19-38 fe O w ■i 4 U to v V) b 0 E v s 4-1 NAIL @ 6" O.C. w/ NAIL @ 6" O.C. w/ 6d 1 6d COMMON NAILS COMMON NAILS s ... SIMPSON "HETA16". TYP. V V C ''- �-- ........ SIMPSON "HGUM5.25-SDS" ~...... ......... HANGER, TYP. .� L TRUSS BRG. EL. 17'-4"± .......... OIL TRUSS BRG. EL. 171-4"± 0 U ro BN24" C.I.P. CONCRETE BEAM SLOPE C & REINF. PER PLAN, TYP. SLOPE ROOF SHEATHING & BN24" C.I.P. CONCRETE BEAM ROOF SHEATHING & FASTENERS B.O. BEAM FASTENERS PER PLAN, TYP. & REINF. PER PLAN, TYP. PER PLAN, TYP. y EL.15'-4"± L 0 CONT. 2x6 TOP PLATE w/ (2) 0.157"0 HILTI P N "C �+ (4} #5 DOWELS w/ 57D. HOOK "X-U" P.A.F. (lYz" EMBED.) @ 16" O.C., TYP. [ TOP & BOTTOM @ 3" O.C., TYP. PRE-ENG. WOOD ROOF TRUSS @ 24" O.C., TYP. (�J U WALL SHEATHING & FASTENERS PER PLAN, SIMPSON "HETA16", TYP. 0 01 "133-12" 3-PLY WOOD BEAM PER PLAN. BOTTOM TYP. OF BEAM TO BE FLUSH w/ BOTTOM OF TRUSS VERT. REINF. PER PLAN & SCHED. w/ STD. HOOK @TOP, TYP. BOTTOM CHORD, TYP.` < I ~ TRUSS BRG. EL. 10'-8"± CONT. 2x6 BOTTOM PLATE w/ (2)Y4"x4Yz" LAG SCREWS 16 O.C. INTO CENTERS OF TRUSS BRG. EL. 10'-8"+ 4 PRE-ENG. WOOD ROOF — I @ CEILING JOISTS, TYP. PLYWOOD SHEATHING & FASTENE TRUSS BEYOND 2x PER PLAN, TYP. " 16N16" C.I.P. CONCRETE COLUMN &REINF. PER PLAN, TYP. SIMPSON "HGUM5.25-SDS' HANGER, TYP. B.O. BEAM JOIST BRG. EL. 8'-B„ .__ - - _ . _ — _ EL. 8' 8"± PRE -CAST LINTEL PER PRE -CAST LINTEL PER VERT. REINF. PER PLAN & SCHED. PLAN &SCHEDULE, TYP. PROVIDE SIMPSON "CS16" STRAP FASTEN 2x6 CEILING RAFTER w/ (2) Y4"Ox4Yz LAG SCREWS PLAN & SCHEDULE, TYP. J w/ STD. HOOK @ TOP, TYP. @ 32" O.C. (MAX.), TYP. JOISTS @ 6" O.C., TYP. INTO CENTERY OF EACH 2x VERT. WALL STUDS, TYP. (4) #5 DOWELS w/ STD. HOOK CONT. DBL. 2x6 TOP PLATE, TYP. PROVIDE (2) 2x6 CEILING JOISTS @ EXT. WALL, TYP. CONT. 2x6 TOP PLATE w/ (2) 0.157"0 HILT[ P.A.F. (lYz" EMBED.) @ 16" O.C., TYP. TOP & BOTTOM @ 3" O.C., TYP."X-U" 2x6 WOOD STUD WALL ro 16"x16" MASONRY PILASTER L PER PLAN, TYP. tA BLOCK &REINF. PER PLAN, TYP. WALL SHEATHING & FASTENERS 2x6 WOOD STUD WALL PER PER PLAN, TYP. PLAN, TYP. 1 Truss Bearing CMU Pilaster 2 Truss Bearing CMU Pre -cast Lintel S 19.3 9 SCALE: Y4" =1'-0" S 19.3 9 SCALE: 12" = 1'-0" E CC C E N .4 ro U a ro v r 4-1 .0 4J 3 a E 0 V 4J U NAIL @ 6" O.C. w/ SIMPSON "H2.5A", TYP. SIMPSON "A35", TYP. TRUSS DESIGNER TO PROVIDE 2x6 (MIN.) TOP CHORD THIS TRUSS, TYP. _ ,O 6d COMMON NAILS 2x6 OUTLOOKER @ 24" Q.C. (MAX.) OVER C1) ROOF SHEATHING & 2 d (2) DROPPED GABLE TRUSSES, TYP. __�_ ________________________ ___________ _________, FASTENERS PER PLAN, TYP SIMPSON "HETA16", TYP. vs I I � 2x8 FASCIA PER ARCH. DWGS. w/ (2) 16d I I 0 TRUSS BRG. END NAILS, TYP. EACH OUTLOOKER "63-12" 3-PLY WOOD I 4^ EL. 17'-4"± BEAM PER PLAN, TYP. vi C 8"x24" C.I.P. CONCRETE BEAM Adk B.O. TRUSS ! & REINF. PER PLAN, TYP. SLOPE EL. VARIES ------ --- -- ----- - -- --------------------- - B.O. BEAM EL, 15'-4"+ ROOF SHEATHING & FASTENERS PER PLAN, TYP. 3 19.3 I CONT. 2x6 TOP PLATE. FASTEN TO WOOD — BLOCKING w/ (2) 16d NAILS, TYP. "B3-12" 3-PLY WOOD V TYP, BEAM PER PLAN. TYP. —U e 2x6 WOOD BLOCKING 9 24" Q.C. (MAX.) (� _ 7v w/ (2) 16d END NAILS TO TRUSS BOTTOM Q __ CHORD, TIYP. EACH END. lit 2x6 WOOD STUD WALL PER PLAN w/ 2x6 SOLID [ SIMPSON "HETA16", TYP. BLOCKING @ 60" O.C. (MAX.), TYP. ro I WALL SHEATHING & FASTENERS ys PRE-ENG. WOOD I PER PLAN, TYP. I [ ROOF TRUSS -___ OIL TRUSS BRG. CONT. 2x6 BOTTOM PLATE. FASTEN TO Q C.I.P. CONCRETE EL. 10'-8"± 1 WOOD BLOCKING w/ (2) 16d NAILS, TYP. - WALL SHEATHING &FASTENERS COLUMN BEYOND - - ^iy, PER PLAN, TYP. ,[ B.Q, BEAM EL, 8'-8"± JOIST BRG. EL. 8'-811± r Uv0 = v PROVIDE SIMPSON 'CS16" STRAP 2x6 WOOD CEILING JOISTS @ 16" O.C. w/ PRE -CAST LINTEL PER & SCHEDULE, TYP. @ 32" O.C. (MAX.), TYP. 2x6 SOLID BLOCKING @ MID -SPAN, TYP. 3 PLAN CONT. SOLID GROUTED "86-1" 0BOND BEAM @ TOP OF CMU [ CMU PILASTER BEYOND C�ONT. DBL. 2x6 TOP PLATE, TYP. VERT. REINF. IN SOLID GROUTED WALL, TYP. x CELLS PER PLAN, TYP. 8" CMU w/ HORIZ. REINF. @ 16" I I O.C., TYP. (U.N.O.) Q) 2x6 WOOD STUD WALL Q) PER PLAN, TYP. [ [ W C 3 Truss Bearing CMU Pre -cast Lintel 4 Truss Bearing @ CMU Pre -cast Lintel sA sA 0 S1 39 SCALE: Y" = F-0" S1 9 SCALE: Y2" = 1'-0" .3 .0 w 0 V) v 0 d J Y m W F FORUME 0 ARCHITECTURE & INTERIOR DESIGN, INC. nANNING I ARCHITECTURE I INTERIOR DESIGN N W 0 x 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 co 407.830.1400 us of t7 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM uauiUan� Tt�l 01- %r.J/ . A �oouuul�o�° Robert . Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scrogglns, 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: 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET i EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 to 0 ua x h U z z W W Structural Sections & 0 1 Details w z of w W U D S19-39 I 0 iL T .L E BUILDING DOOR SCHEDULE - POOL PAVILION DOOR DESCRIPTION SIZE MARK _ FME MATERIAL HDW (SF 4 RATING REMARKS INT/EX TYPE MATERIAL T LOCATION W H 401 EXT MENS 2P 3'-0" 6'-811 METAL METAL A 1 20 1 402 EXT WOMENS 2P 31-0" 6'-8" METAL METAL A 20 1 403 EXT SERVICE CLOSET F 3'-0" 6'-8" 1 METAL METAL B 20 2 DOOR TYPES 0 DOOR HARDWARE F 2P FLUSH 2-PANEL DOOR REMARKS 1 INSULATED DOOR 2 SELF -CLOSING, SELF -LATCHING INSULATED DOOR A. RESTROOM DOORS: 1. DEADBOLT - KEYED OUTSIDE, BLIND INSIDE 2. LATCHSET: PRIVACY LATCH. 3. HINGES: 1 % PAIR 3 Y2" X 3'Y2" PAINTABLE STANDARD HINGES. 4. STOP: SPRING DOOR STOP (TYPICAL); OR HINGE PIN DOOR STOP, ONLY IF REQUIRED BASED ON LOCATION. 5. BOTTOM SWEEP & DOOR SEAL 4. KICKPLATE B. SERVICE CLOSET: 1. DEADBOLT - KEYED OUTSIDE, BLIND INSIDE 2. LATCHSET: PASSAGE LATCH 3. (1) PAIR 4"x4" HINGES & 1/2 PAIR 4"x4" STANDARD HINGE 4. BOTTOM SWEEP & DOOR SEAL 5. CLOSER 6. KICK PLATE Rear Elevation Left Elevation 1 /8" = 1'-011 L Enlar Restrooms Riaht Elevation ed Plan 1 /411 = 1'-011 1 /8" = 1'-01 1 1 /811 = 11-011 rl" Roof Plan Pool Pavilion 1/8" = 1'-011 no 8 17 A19.21 SERVICE CLOSET WG16 19 14 �03 16�. '' 401 1 o - - - - - - - - 01 15 12 WW 10 10 - - - - - - - - - - - - - - - - i / WW-6_-CEY NS Lx11 j<WC->3 I I — — — — — — — —----------- f� 9 3 A19.21 A19.22 r;N�Note Plan !' %t Pool Pavilion LJ 2 5 A19.22 A19.21 65'-4" 1 /811 = 11-011 49'-4" 4'-111/2" 4'-81/2" 14'-8" 1'-4" 1'-4-0" 14'-8" 14'-8" ry — 1'-0114" 7;93/4 " ® 612p11�L T-101/2" " 1-5° F —__1 - -� T I I 4 a, I_. II 2711 - I I EJL -® L- Dimension Plan QC1 AN 1 /811 = 11-011 r 4 r SHEET NOTES A REFER TO SHEET A19.01 FOR GENERAL NOTES AND CONSTRUCTION ASSEMBLIES B REFER TO SHEET Al9.21 FOR DOOR SCHEDULE AND Al9.22 FOR DETAILS C ROOF SLOPE IS 4:12, UNO D ALL FIXTURES, APPLIANCES AND CONTROLS SHALL MEET ACCESSIBILITY REQUIREMENTS OF THE AHJ E REFER TO OWNER FOR AN, WI-FI, CCTV, ETC. GC TO COORDINATE FINAL APPROVALS FOR ALL FIXTURES F REFER TO ELEC & PLUMBING FOR ADDITIONAL REQUIREMENTS G PROVIDE SOLID BLOCKING FOR MOUNTING OF ALL FIXTURES & ACCESSORIES H REFER TO CIVIL AND OR LANDSCAPE ARCHITECTURE PLANS FOR ALL SIDEWALK LOCATIONS, ACCESSIBLE PARKING, PARKING COUNTS, DETAILS, AND BUILDING LOCATION J CONTRACTOR TO VERIFY CONDENSER PAD LOCATIONS WITH SITE CONDITIONS K REFER TO CIVIL FOR FINAL FFE. REFER TO STRUCTURAL FOR FOUNDATION AND FOOTING INFORMATION, CONTRACTOR TO COORDINATE FINAL BFE WITH CIVIL & STRUCTURAL L FLOOR SHALL BE PAVERS EXCEPT FOR CONC. SLAB UNDER COUNTERTOPS. SLOPE PAVERS AT 1 % WHERE SHOWN. PROVIDE POOL DECK DRAIN(S) IF LOW SPOT IS CREATED BY POOL PAVERS M REFER TO INTERIOR DESIGN DRAWINGS FOR ALL CEILING HEIGHTS, ADDITIONAL WALL PROFILES & DETAILS ■ KEY NOTES 01 CMU WALL OR PIER., PER STRUCTURAL 02 GUTTERS: PROVIDE 6" A -STYLE ALUM GUTTERS AND ROUNDED DOWNSPOUTS. COLOR TO BE SELECTED BY OWNER. COORDINATE DOWNSPOUT LOCATIONS WITH ROOF PLAN AND SITE LOCATIONS 03 4" ROUND ALUMINUM DOWNSPOUT. COLOR PER OWNER 04 CONCRETE FOUNDATION & SLAB PER STRUCTURAL 05 ARCHITECTURAL ROOF SHINGLE SYSTEM PER ASSEMBLY, COLOR TO BE SELECTED BY OWNER 06 LOW WALL 07 CEMENT PLASTER 08 MANUFACTURED THIN STONE VENEER PER ASSEMBLY, COLOR SELECTED BY OWNER 09 DECORATIVE FOAM TRIM BAND W/ HARD COAT 10 COUNTERTOP - REFER TO I.D. 11 SINGLE BOWL SINK; ADA-COMPLIANT; PROVIDE ROLL -UNDER AT SINK (TOP OF COUNTER AT 34" ABOVE FLOOR) 12 UNDER COUNTER REFRIGERATOR 13 FIBER CEMENT FASCIA 14 MOP SINK 15 WATER HEATER 16 HI/LOW WATER COOLER 17 CONDENSING UNITS 18 60" 0 CLEAR FLOOR SPACE 19 30"x48" CLEAR FLOOR SPACE 20 48"x48" CLEAR FLOOR SPACE 21 54"40" CLEAR FLOOR SPACE 22 59"x60" CLEAR FLOOR SPACE 23 42" GRAB BAR 24 36" GRAB BAR 25 SOAP DISPENSER 26 TOILET PAPER DISPENSER 27 FEMININE NAPKIN DISPOSAL 28 WALL MOUNTED DIAPER CHANGING STATION 29 COUNTERTOP UNDER MOUNT LAVATORY 30 ADA COMPLIANT WATER CLOSET 31 WALL MOUNTED URINAL 32 MIRROR 33 COUNTERTOP - GRANITE OR SOLID SURFACE WITH BACKSPLASH 34 PAPER TOWEL/ WASTE RECEPTACLE 35 FLOOR DRAIN - SLOPE SLAB TO DRAIN 36 LIGHT FIXTURE 37 DOOR PER SCHEDULE 38 RAISED CEMENT PLASTER 6" BAND 39 TONGUE -AND- GROOVE CEILING 40 INTERLOCKING CONCRETE PAVERS 41 MINI -SPLIT UNIT FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 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 i 02/17/2022 i Karon \/ AArrinfkirra m n SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set _ m 02/17/22 Permit Set ------------ e U . C C m _ 0 SHEET REVISIONS: E...._ __ _ ..-- 2-- 0 0 a C C m c E 0 PROJECT NO. 4097 Pool Pavilion - Plans, Elevations & Door Schedule Front Elevation 1 /8" = 11-01 1 Slab Plan Pool Pavilion 1 /8" = 1 1-011 A19.21 INTERIOR SHEET NOTES I INTERIOR SHEATHING PER ASSEMBLY CMU PER STRUCTURAL ----__I INSULATION PER ASSEMBLY DRAWINGS.;� \�� BASE SELECTED BY OWNER DIRECT APPLIED CEMENT PLASTER I PT FURRING PER ASSEMBLY WEEP SCREED (NO HOLES) I I 1/2" ISOLATION JOINT r. NO SEALANT::X FLOORING PER INTERIOR PAVERS I FINISH SCHEDULE / NOTES SLOPE t �------- n 1/�"MIN d a 4 4 ° m da 4 ° :4 d d ° . CONCRETE SLAB Q ° d � ° 4 d � a d (* Exterior Wa�IBase�tSlab Cement Plaster at Pavers 31 ' = 1'-0" CMU PER STRUCTURAL DRAWINGS STONE VENEER - MORTAR I INTERIOR SHEATHING SETTING BED PER ASSEMBLY GROUTED JOINTS _ I INSULATION PER ASSEMBLY CEMENT PLASTER BASE SELECTED BY OWNER SCRATCH COAT I WEEP SCREED 'PT FURRING PER ASSEMBLY (NO HOLES) I I 1/2" ISOLATION JOINT NO SEALANT FLOORING PER INTERIOR PAVERS I I FINISH SCHEDULE / NOTES SLOPE �.—_ �------- 112Y"MIN d PAVERS ° ° 4 m ° ° . SDIN••f h d 4 d ° _..... ° d d o CONCRETE'SLAB a ° ° d 4 Exterior Wall Base at Slab Stone Veneer at Pavers 3" = 1'-0" EXTERIOR�I INTERIOR -- EXTERIOR SHEATHING PER ASSEMBLY CEMENT PLASTER - ASPHALT PAPER INTERIOR SHEATHING BUILDING WRAP PER ASSEMBLY FRAMING PER LATH PER SPECIFICATIONS STRUCTURAL DRAWINGS SELF ADHERING FLASHING — _ BASE SELECTED BY OWNER FOUNDATION WEEP SCREED - NO HOLES �-- �PT WOOD SILL PLATE 4" METAL FLASHING 1� PER STRUCTURAL DRAWINGS CONTINUOUS SILL SEALER MASTIC -_ FLOORING PER INTERIOR PAVERS FINISH SCHEDULE / NOTES SLOPE j— — — — — -- 1/2" ° 4 A �l d d CONCRETE STAB° x ,,, SAD i{r171t• .. .. .... .. °. - ^ d d CMU WALL PER STRUCTURAL FRAMING PER STRUCTURAL 6" MIN 6" MIN SELF ADHERING FLASHING EXTERIOR SHEATHING' PER ASSEMBLY r o . r CEMENT PLASTER BUILDING WRAP ASPHALT PAPER GROUTED JOINT LATH PER SPECIFICATIONS CEMENT PLASTER SCRATCH COAT EXPANSION JOINT LATH PER SPECIFICATIONS SEALANT MORTAR SETTING BED EXTERIOR STONE VENEER Control Joint Plan View / at Cement Plaster & Stone Veneer 3" = 1'-0" EXTERIOR SHEATHING BUILDING WRAP---------_,-' ASPHALT PAPER LATH PER SPECIFICATIONS'' CEMENT PLASTER ANGLED BANDING BEAD LATH PER SPECIFICATIONS '` I� INTERIOR SHEATHING HEADER PER SELF ADHERING FLASHING TO Ii STRUCTURAL DRAWINGS EXTEND 2" PAST END OF TRIM BAND ,+, a I CONT SEALANT RAISED CEMENT PLASTER �` CASING SELECTED BY OWNER BAND PER ELEVATIONS WEEPING CASING BEAD :; ;_ a GAP, NO SEALANT HEMMED METAL FLASHING CONT SEALANT CONT SEALANT / CONT SEALANT AT ROUGH CONT SEALANT AT ROUGH OPENING TO DOOR FRAME OPENING TO DOOR FRAME SHIM AS NEEDED,1/4" MAX Door Head 8 at Cement Plaster EXTERIOR SHEATHING_ BUILDING WRAP--------,` ASPHALT PAPER---__ LATH PER SPECIFICATIONS'` CEMENT PLASTER SELF ADHERING FLASHING TO EXTEND 2" PAST END OF TRIM BAND�'�� BANDING BEAD RAISED CEMENT PLASTER BAND PER ELEVATIONS ASPHALT PAPER------`` LATH PER SPECIFICATIONS----__` CASING BEAD--, CONT SEALANT) / CONT SEALANT AT ROUGH OPENING TO DOOR FRAME BUILDING WRAP TURNED INTO OPENING ;1Door Jamb at Cement Plaster EXTERIOR DOOR & FRAME PER SCHEDULE 3" = 1'-0" INTERIOR SHEATHING WOOD FRAMING PER STRUCTURAL DRAWINGS CONT SEALANT CASING SELECTED BY OWNER CONT SEALANT CONT SEALANT AT ROUGH OPENING TO DOOR FRAME SHIM AS NEEDED,114" MAX DOOR & FRAME PER SCHEDULE 3" = 1I-0VI INTERIOR DOOR & FRAME PER SCHEDULE 1/2" MAX HEIGHT ACCESSIBILITY COMPLIANT ALUMINUM THRESHOLD SET IN FULL BED OF SEALANT FLOORING PER INTERIOR PAVERS FINISH SCHEDULE I NOTES SLOPE 2% MAX — — — 4 d . 4 4 d .4 . . I I ErCti�lh F rx CONCRETE SLAB oL 1/BE T/ BEAM 9'-0" 0 0 0 0 Interior Elevations Women's Restroom 0 0 0 0 Interior Elevations Men's Restoom Section oL '-1 1 " T/ BEAM T/ STONE Section 1 /4" = 1'-0" 1/4" = 1'-0" 1 /8" = 1'-0" G. 1 /8" = 1'-010 A REFER TO SHEET A19.01 FOR GENERAL NOTES AND CONSTRUCTION ASSEMBLIES B REFER TO SHEET A19.21 FOR DOOR SCHEDULE AND A19.22 FOR DETAILS C ROOF SLOPE IS 4:12, UNO D ALL FIXTURES, APPLIANCES AND CONTROLS SHALL MEET ACCESSIBILITY REQUIREMENTS OF THE AHJ E REFER TO OWNER FOR AN, WI-FI, CCTV, ETC. GC TO COORDINATE FINAL APPROVALS FOR ALL FIXTURES F REFER TO ELEC & PLUMBING FOR ADDITIONAL REQUIREMENTS G PROVIDE SOLID BLOCKING FOR MOUNTING OF ALL FIXTURES & ACCESSORIES H REFER TO CIVIL AND OR LANDSCAPE ARCHITECTURE PLANS FOR ALL SIDEWALK LOCATIONS, ACCESSIBLE PARKING, PARKING COUNTS, DETAILS, AND BUILDING LOCATION J CONTRACTOR TO VERIFY CONDENSER PAD LOCATIONS WITH SITE CONDITIONS K REFER TO CIVIL FOR FINAL FFE. REFER TO STRUCTURAL FOR FOUNDATION AND FOOTING INFORMATION. CONTRACTOR TO COORDINATE FINAL BFE WITH CIVIL & STRUCTURAL L FLOOR SHALL BE PAVERS EXCEPT FOR CONC. SLAB UNDER COUNTERTOPS. SLOPE PAVERS AT 1% WHERE SHOWN. PROVIDE POOL DECK DRAIN(S) IF LOW SPOT IS CREATED BY POOL PAVERS M REFER TO INTERIOR DESIGN DRAWINGS FOR ALL CEILING HEIGHTS, ADDITIONAL WALL PROFILES & DETAILS N KEY NOTES 01 CMU WALL OR PIER., PER STRUCTURAL 02 GUTTERS: PROVIDE 6" A -STYLE ALUM GUTTERS AND ROUNDED DOWNSPOUTS. COLOR TO BE SELECTED BY OWNER, COORDINATE DOWNSPOUT LOCATIONS WITH ROOF PLAN AND SITE LOCATIONS 03 4" ROUND ALUMINUM DOWNSPOUT. COLOR PER OWNER 04 CONCRETE FOUNDATION & SLAB PER STRUCTURAL 05 ARCHITECTURAL ROOF SHINGLE SYSTEM PER ASSEMBLY, COLOR TO BE SELECTED BY OWNER 06 LOW WALL 07 CEMENT PLASTER 08 MANUFACTURED THIN STONE VENEER PER ASSEMBLY, COLOR SELECTED BY OWNER 09 DECORATIVE FOAM TRIM BAND W/ HARD COAT 10 COUNTERTOP - REFER TO I.D. 11 SINGLE BOWL SINK; ADA-COMPLIANT; PROVIDE ROLL -UNDER AT SINK (TOP OF COUNTER AT 34" ABOVE FLOOR) 12 UNDER COUNTER REFRIGERATOR 13 FIBER CEMENT FASCIA 14 MOP SINK 15 WATER HEATER 16 HI/LOW WATER COOLER 17 CONDENSING UNITS 18 60" 0 CLEAR FLOOR SPACE 19 30"x48" CLEAR FLOOR SPACE 20 48408" CLEAR FLOOR SPACE 21 54"40" CLEAR FLOOR SPACE 22 59"x60" CLEAR FLOOR SPACE 23 42" GRAB BAR 24 36" GRAB BAR 25 SOAP DISPENSER 26 TOILET PAPER DISPENSER 27 FEMININE NAPKIN DISPOSAL 28 WALL MOUNTED DIAPER CHANGING STATION 29 COUNTERTOP UNDER MOUNT LAVATORY 30 ADA COMPLIANT WATER CLOSET 31 WALL MOUNTED URINAL 32 MIRROR 33 COUNTERTOP - GRANITE OR SOLID SURFACE WITH BACKSPLASH 34 PAPER TOWEL/ WASTE RECEPTACLE 35 FLOOR DRAIN - SLOPE SLAB TO DRAIN 36 LIGHT FIXTURE 37 DOOR PER SCHEDULE 38 RAISED CEMENT PLASTER 6" BAND 39 TONGUE -AND- GROOVE CEILING 40 INTERLOCKING CONCRETE PAVERS 41 MINI -SPLIT UNIT FO UME 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 -• 02/17/2022 Karen V McIntyre AR001 7018 • 1 • ..''•i •.--', SET DISTRIBUTIONS: /24/21 100% DID Set 123/21 Owner Review Set 117/22 Permit Set ,A SHEET REVISIONS: I PROJECT NO. 4097 Pool Pavilion - Sections, Interior Elevations & Details Wall Base at Slab & Pavers at Cement Plaster 3" = 1'-011 Entry Door Threshold Typical at Pavers - NO STEP 3" = 1'-0" Section 1 /8" = 1'-0" Al 9.22 ro I :d FO UME ARCHITECTURE & F_ — _ ' ___ 1 2 INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 L._ ._..._._ 32" V r 32„ Altamonte Springs, 407.830 1400 MIN CLEAR MIN CLEAR POCKET OR HINGE APPROACH STOP OR LATCH APPROACH FRONT APPROACH AR97193 www,forumarchitecture.com 12" MIN IF DOOR HAS % BOTH CLOSER & LATCH — Z I z I Zephyr I ► " y " co 12 MIN 8" MINI o° 18" MINI I x �+ x ' I I Commons - - - Change in Levels FAC 2020 Apartments NTS i >u a FRONT APPROACH PUSH SIDE FRONT APPROACH, PULL SIDE PUSH SIDE PUSH SIDE DOOR PROVIDED WITH PULL SIDE BOTH CLOSER AND LATCH FLUSH CONTROL SHALL BE ON F_ — — — _ — — 131/2"MIN 131/2" MIN THE OPEN SIDE OF THE TOILET 54"MIN ®— — F- — — — -1 24" 12" 12" 42" MIN ®— _ F_ 7 I IT l E MIN MIN MAX 4> to 24"MIN v " I 24" MIN X I 2" MIN _ — — — — — � _ � � _ L _ _ _ � � City of Zephyrhills, FL 02/17/2022 Karen V McIntyre AR0017018 ic7 LATCH APPROACH PUSH SIDE LATCH APPROACH, PULL SIDE HINGE APPROACH PULL SIDE HINGE APPROACH, PUSH SIDE, DOOR i; `r *Y=48" MIN IF DOOR HAS CLOSER *Y=54" MIN IF DOOR HAS CLOSER X=36" MINIFY=6q" "Y=48" MIN IF BOTH CLOSER WALL HUNG TYPE STALL TYPE rn'•�'". 16" -18" 7" - 9" X=42" MIN 1F Y=54" AND LATCH PROVIDED o V N Water Closet Grab Bar MountingManeuvering Clearance at Doors ` 0 FAC 2a20 FAC 2a2a H e � h t of Urinals n a l s FAC 202a � �� A q1 0 $ ; �; 1 /2 = 1 -0 1 /4" = 1 41 4 1 /2" = 1'-0" � A 15" MIN 5" MAX 8" MIN " CONTROL' OR OUTLET Uj STANDARD 24" 9" " DEEP CABINET b I 251/2 MAX , z COUNTERTOP io U 25112" MAX oo to � �. COUNTERTOP --- -- N STANDARD 24" I a SET DISTRIBUTIONS: R SPACE " , DEEP CABINET OR OUTLETCONTR_ ° Set — — --CLEAR FLOOR _._ .__. _. I '� 11/24121 100 /o QD Se �. _ 48° ._ 12/23121 Owner Review Set 11" MIN KNEE CLEARANCE AT 9' ABOVE FLOOR M — — — —I 02/17/22 Permit Set 17" WATER COOLER " --- 30 MIN SECTION PLAN TOILET PAPER FEMININE NAPKIN SOAP PAPER TOWEL I AUTOMATIC BABY CHANGING _ __ c DISPENSER DISPOSAL DISPENSER WASTE RECEPTACLE HAND DRYER TABLE ___-- Hi/Lo Water Cooler Requirements FAC 2020 AccessoryLocations FAC 2020 Clearances FAC 2020 Control Locations FAC 2020 - — --__---- 15 W 1 /2" = 1'-0" 11 Dimensions to CL of Dispenser or Disposal 1 /2" = 1'-0" 8 Knee & Toe 1 /2" = 1'-0" 3 Side Leach Over obstructions 1 /2" = 1'-0" U C ai 3611 0 24" 12" MIN REACH REQUIREd SINK WITH MAXIMUM 6" IN DEPTH SHEET REVISIONS: MEASURED FROM TOP OF COUNTER, REAR DRAIN PREFERRED (n �- PIPE PROTECTION &- / Uj APPEARANCE PANEL E .._. __._.. 0 -- - T ---r,�LL —_Ka NCL LU a_ F7�, � M � S7 � ADJACENT CABINETS, WALL, `c5 c AND FLOOR MUST BE FINISHED w _D �,v _ _ 10 �10 .2 ..... TO MATCH 11" MIN 6" / — — — — — — — MAX 4" MAX o M , SMOOTH SURFACEIVIMA _ ...._......... — UNOBSTRUCTED SIDE REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED SIDE REACH C P. Side Reach FAC 2020 Knee ace FAC 2020 Door Surfaces FAC 2020 Side Reach with Obstruction FAC 202a " I 4 Kitchen Sink 1/2" = 1'-0" 10 1/2" = 1'-0" r Roll -Under Sink 1/2" = 1'-0" Operable Parts -Vision Lights 1/2" = 1'-0" �o - MIRROR E !• MIN REACH REQUIRED PROVIDE PIPE PROTECTION 20" MAX >20" - 25" MAX FOR DRAIN & HOT WATER SUPPLY 17" MIN W/ PIPE INSULATION OR PROJECT NO. 4097 VANITY COUNTERTOP PER PLANT W REMOVABLE PANEL 32" 32" �G - '-;, i (� i . APRON MIN CLEAR MIN CLEAR C f- ? "' I I -' _ ire MEASURED BETWEEN -- r - - -- -° w z THE FACE OF DOOR z - ' � c I _ AND STOP, WITH THE i9 c° `�? DOOR OPEN 90". Pool Pavilion - �� Florida Accessibility re� �� _�� -- - U' _ Code _� ` tL ��.v �` -- w LL.��"" � � ��,-� MINIMUM SPACE AREA � `� � � 48" �� ! _. -� 11 CL MIN 6" o o w SECTION VIEW PLAN VIEW UNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH 25" MAX SUPPORT BRACKET i _ U Clear Floor Space FAC 2020 Forward Reach FAC 2020 Knee ace FAC 2020 Clear at Doors FAC 2020 a Al 9.23 At Kitchenettes and Wet Bars 1 /2" = 1 "-a" 1 /2" = 1'-0" Roll -Under Vanity / Lavatory 1 /2" = 1'-0" 1 /2" = 1'-0" 0 LEGEND SPECIFICATIONS GENERAL NOTES 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 -{}--O PIPE UP SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL A.1 B-LINE REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF 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 21" AND LARGER SHALL HAVE A MINIMUM J" PER FOOT --- - EXPANSION JOINT EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS SLOPE. ALL DRAINAGE PIPING 2" AND SMALLER SHALL HAVE A MINIMUM J" 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. 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 OF THE INSTALLATION AND TO THE HOT WATER SUPPLY PIPING AND RETURN PIPING LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK. SHALL BE INSULATED (R-3). - <1-- GATE VALVE BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT BE B. COMMERCIAL SPACE: (FBC ENERGY CODE C404.4) 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING B.A. ALL HOT WATER PIPING TO BE INSULATED PER TABLE C403 2 10 7. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND -----KA_ BUTTERFLY VALVE 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 -pew-.-- 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 C. ALL COMMERCIAL HOT WATER SYSTEMS SHALL BE EQUIPPED WITH BALANCING VALVE SHALL SECTIONS SHALL BE COORDINATED AND INCLUDED FOR THE PROPER A CIRCULATING PUMP PER FBC-ENERGY EFFICIENCY CODE SECTION 8. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS INSTALLATION THE WORK. C404.6 SPECIFIED. ----��F-BC 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 OWENS CORNING t., RV 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 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 A.3 KNAUF F. ASTM C547, RIGID MOLDED NON-COMBUSTIBLE FIBERGLASS --{1.PRV PRESSURE REDUCING VALVE SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO INSULATION. 'K' VALUE 0 75 DEGREES F. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING 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. ---I 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 EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE WITH A.1 FITTINGS: ASTM D2665 SCHEDULE 40 PVC DWV FITTINGS. CREATE ANY OTHER ADVERSE EFFECT UNLESS PHYSICALLY IMPOSSIBLE (IE: USE OF MANUFACTURERS RECOMMENDATIONS 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 . 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). CAPPED LINE TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE SATISFACTION PLENUM SPACES. OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL ACCEPTANCE OF 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) THE ARCHITECT/ENGINEER. IN THE EVENT THAT THE CONTRACTOR ALTERNATE TO STANDARD SCHEDULE 40 PVC. NATIONAL SANITATION FOUNDATION. - -SAN - -- SANITARY SEWER (BELOW GRADE) INSTALLS HIS WORK BEFORE COORDINATING WITH OTHER TRADES OR SO AS TO CAUSE ANY INTERFERENCE WITH THE WORK OF THE OTHER 2.4 PIPING: WATER PIPING 14. DO NOT PENETRATE FOUNDATIONS WITH PIPING, COORDINATE WITH GENERAL TRADES THIS CONTRACTOR SHALL MAKE ALL REQUIRED CHANGES TO A. CPVC PIPING: ASTM F441/F441 M-15 CHLORINATED POLY PLASTIC CONTRACTOR TO DROP FOUNDATIONS AS REQUIRED TO CLEAR PLUMBING SERVICES - DOMESTIC COLD WATER 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 CROSSUNKED 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, PARY' 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. - -SCW - -- SOFT COLD WATER 1.4 SUBSTITUTIONS: 3.3 ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND A. 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 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 e 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 15 NOTED ON PLANS THE MINIMUM DEPTH B A = DETAIL NUMBER. ENSURE PROPER SLOPE AND COVER. OF THE PLUMBING TO CIVIL CONNECTION SHALL BE CALCULATED BASED ON THE 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 FLOOR CLEANOUT A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT CENTER OF NEW CEILING TILE. ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND ----,� 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 ---�J--- 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 B. EMPLOY SKILLED AND EXPERIENCED INSTALLER TO PERFORM ZURN, JOSAM, SIOUX CHIEF. PPP INC. FOR 1-11 FU'S PROVIDE PDI-A, 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. 6.2 INTEGRITY OF WEATHER. GD GARBAGE DISPOSAL B.3 EFFICIENCY, MAINTENANCE, OR SAFETY OF ELEMENT. BA 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, Lawrence & Cc CQnsultinq Enqineers 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 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Apartments Symbols, Abbreviations, and General Notes - Plumbing P14.00 1180 14ARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 l y .dj r r i ♦ r i i i � .r � � r r� i®s �K N, I _-lip o Lt�_ j I III 0 I III II _ I I III p it II / 0 m� V jll II r V) II II m M I III II m I I III II Z II II I I III II . ! III IV I III II I III II I III II II II I III II �II I III IV II III IV II IP I I I III Itl I III Itl I III II Site Plan - Plumbing I I I II II fl I II II I I — — I I I I & � ------------ i I 'I' --� (> w II -- L; r— L o I I I I I I I II I� I I I I I Iq I I I I I I a I � I ------------------------------I I I I I FXISTING STORAGE I-ACILITY ! I (I Stoly. 5, ron SF) it _ "_ � I ------------------------ n II it II � p I II I I II I I ,'I II I I II I I II I I I it II I II I I II I II 1! I I II I I II j I it II I II I I II m I it II I' I II I I II j � I I I I I r'l :z I I ?z I II IA I I I .� •{ - o I I o I spy qn� I f II I _ I n) 7- h cl) II I I I 1 If = 60'-0" LEGEND iZ BUILDING ID NUMBER 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 Oj SANITARY SEWER BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. Q2 POTABLE CW SUPPLY BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. O FIRE SPRINKLER SUPPLY BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. Joseph, Eclwrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 3FORUME m 0 ARCHITECTURE & INTERIOR DESIGN, INC. r- 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: SMBIAJB r PROJECT NO, 4097 Ir Site Plan Plumbing P14.01 4" SANITARY SEWER BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. INV. EL. - (-2'-O" BFF) PLUMBING FIXTURE UNIT CALCULATION * BASED ON 2020 FLORIDA BUILDING CODE - PLUMBING TYPE OF SERVICE WATER SANITARY FIXTURE UNIT COUNT TOTAL 31 23 TOTAL GALLONS PER MINUTE 24 -- SIZE OF SERVICE CONNECTION 1j" 4" 1j" POTABLE CW SUPPLY BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. REFERENCE NOTES. o Q SHUT-OFF VALVE WITH RATED ACCESS PANEL. TYPICAL. O ELECTRIC WATER HEATER, SEE SCHEDULE & DETAIL. �3 HOT WATER RECIRCULATING PUMP, SEE SCHEDULE & DETAIL. ® 1" CW & HW DOWN TO THERMOSTATIC MIXING VALVE TMV-2. 1" 140'F TEMPERED WATER TO PLUMBING FIXTURES. Q5 TEMP. & PRESS. RELIEF VALVE/ WATER HEATER PAN DRAIN PIPING BELOW GROUND, TERMINATE ABOVE GROUND AT EXTERIOR IN GREEN SPACE, SEE DETAIL. II I !I II ( II II II II ' d 1-" .P SER. If RVICE-6--_ LIZ _ I 1 - 4 MEI T- _2" I ' n / I, VTR----c� 1 I 12" 1001 1 l ' 4n 3� 2 1 4 HB-1 1 - --f— I ---- --- -- I ° � 3 .I.. .i j 3" I l WC-1 I I MEN Pool Pavilion - Floor Plan - Plumbing < n E(� I 3"VTRI ``` I Imo\ 2n �.,,.AI 2� i�/MSS i2" 2"! t\ 2, , I I - T — I T I 2" �.` 4n �'�r S] �,, 3"FD 1 " �.1' �\ 2" .r � \ 3" i2n \ n 3 Sanitary Riser Diagram NTS n r r� .ter 1 .1 in in 1 1 HB-1 UR_, ' II WC-1 WC-1 1/411 — 1'-011 Domestic Water Riser Diagram NTS GENERAL NOTES: 1. WHERE A HORIZONTAL DRAINAGE PIPE HAS A CHANGE OF HORIZONTAL DIRECTION GREATER THAN 45 DEGREES, A CLEANOUT SHALL BE INSTALLED AT THE CHANGE OF DIRECTION. WHERE MORE THAN ONE CHANGE OF HORIZONTAL DIRECTION GREATER THAN 45 DEGREES OCCURS WITHIN 40 FEET OF DEVELOPED LENGTH OF PIPING, THE CLEANOUT INSTALLED FOR THE FIRST CHANGE OF DIRECTION SHALL SERVE AS THE CLEANOUT FOR ALL CHANGES IN DIRECTION WITHIN THAT 40 FEET OF DEVELOPED LENGTH OF PIPING. 2. PROVIDE SHUT-OFF VALVE AT THE BASE OF EVERY WATER RISER. ALL SHUT-OFF VALVES SHALL BE FULLY ACCESSIBLE. SEE ARCHITECTURAL DRAWINGS FOR RATED WALLS AND CEILINGS, AND PROVIDE RATED ACCESS PANELS. 3. PROVIDE TRAP PRIMER VALVES TPV-1 WITH SHUT OFF VALVE AND in CW SUPPLY TO EACH FLOOR DRAIN. ALL VALVES SHALL BE FULLY ACCESSIBLE. 4. INSTALL WATER HAMMER SHOCK ARRESTORS AT ICE MAKERS, DISHWASHERS. WASHER BOXES, AND AT ALL QUICK CLOSING SOLENOID VALVES. SIZE SHOCK ARRESTORS PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. SHOCK ARRESTORS SHALL CONFORM TO ASSE 1010. ACCEPTABLE MANUFACTURERS - SIOUX CHIEF, PRECISION PLUMBING PRODUCTS INC., FOR 1-11 F.U.'S PROVIDE PDI-A, 12-32 F.U.'S PDI-B, 33-60 F.U.'S PDI-C, INSTALL PER MANUFACTURER'S INSTRUCTIONS. 5. ALL FREEZE PROOF WALL HYDRANTS/HOSE BIBS TO BE COORDINATED WITH WALL THICKNESS TO ENSURE PROPER INSTALLATION DEPTH PRIOR TO CONSTRUCTION. 6. PROVIDE LEAD-FREE POINT OF USE THERMOSTATIC MIXING VALVES TMV-1 ASSE 1070 AT HAND SINKS AND/OR PUBLIC LAVATORIES TO TEMPER HOT WATER TO 11(7F. 7. ALL COMMERCIAL WATER HEATERS ARE REQUIRED TO HAVE A MIXING VALVE FOR MEANS OF TEMPERING WATER PRIOR TO DISTRIBUTION TO FIXTURES. Joseph, Lawrence & Cc Cansullinq Engineers 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 PROJECT NO. 4097 Pool Pavilion Floor Plan Plumbing P19,41 PLUMBING SPECIALTIES SCHEDULE MARK FIXTURE WASTE TRAP VENT COLD WATER HOT WATER MANUFACTURER /MODEL # DESCRIPTION SA SHOCK ARRESTOR - - - - - SIOUX CHIEF SIZE PER MANUFACTURER'S RECOMMENDATIONS. PDI CERTIFIED. WHA-1: SIZE "A", 650 SERIES WHA-2: SIZE "B". SIZE PER PDI METHOD. WCO-1 WALL CLEANOUT SEE DWG. - - - - ZURN CLEANOUT TEE, DURA-COATED CAST IRON BODY, GAS AND WATERTIGHT ABS TAPERED Z1446 THREAD PLUG, AND ROUND, SMOOTH STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. ECO-1 EXTERIOR CLEANOUT SEE DWG. - - -- - ZURN "LEVEL-TROL" ADJUSTABLE FLOOR CLEANOUT, DURA-COATED CAST IRON BODY WITH GAS ZS1400-VP AND WATERTIGHT ABS TAPERED THREAD PLUG AND ROUND SECURED STAINLESS STEEL ADJUSTABLE TO FINISHED FLOOR WITH VANDALPROOF SCREWS. 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 3j" DEEP BOX. Z1341-BOX FD-1 FLOOR DRAIN SEE DWG. - - - -- ZURN DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE ZN415S-HD-P MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND "TYPE S" POLISHED NICKEL BRONZE, SQUARE HEAVY-DUTY STRAINER AND j" TRAP PRIMER CONNECTION. TPV-1 TRAP PRIMER VALVE - - - 1/2" - PRECISION PROVIDE FULLY ACCESSIBLE SHUT OFF VALVE TO EACH PRIMER VALVE. PLUMBING PRODUCTS PR-500 TMV-1 MIXING VALVE - - - 1/2" 1/2- SYMMONS THERMOSTATIC CONTROLLER, CHECK STOPS, REMOVABLE CARTRIDGE WITH STRAINER, S.S. 7-225-CK PISTON, THERMAL MOTOR. MIN FLOW RATE .5 GPM. TMV-2 MIXING VALVE - - - 1" 1" WATTS THERMOSTATIC CONTROLLER, LEAD FREE CAST COPPER SILICON ALLOY BODY LF1170 CONSTRUCTION, SOLID WAX HYDRAULIC PRINCIPLE THERMOSTAT, INTEGRAL FILTER WASHERS AND CHECK VALVES, ADJUSTMENT CAP WITH LOCKING FEATURE. MIN FLOW RATE .5 GPM. RPBP-1 REDUCED PRESSURE - - - SEE DWG. - WATTS LEAD FREE REDUCED PRESSURE ZONE ASSEMBLY WITH 2 ISOLATION VALVES AND 2 BACKFLOW PREVENTER LF009 BRONZE TEST COCKS. j"-2" IN SIZE. NOTES: 1. ALL PLUMBING FIXTURES SHALL BE SUPPLIED WITH ANGLE STOP SUPPLY RISERS. THIS SHALL INCLUDE ALL WASHING MACHINES, DISHWASHERS & ICE MAKERS. 2. PROVIDE FULLY ACCESSIBLE SHOCK ARRESTORS ON SUPPLIES TO WASHING MACHINES, DISHWASHERS & ICE MAKERS. POOL PAVILION ELECTRIC WATER HEATER SCHEDULE MARK TYPE GALLONS INPUT KW GPH REC. VOLTAGE/PHASE OPERATING DIMENSIONSL SELECTION BASED ON: UNIFORM NOTES ® 90'F RISE (EIIGHT MANUFACTURER MODEL # ENERGY FACTOR EWH-1 ELECTRIC 1 40 4.5 1 21 1 208 240V 10 418 62 H x 18 0 - TALL A.O. SMITH OR EQUAL ENT-40 .92 1 1. & 2. NOTES: 1. PROVIDE T & P VALVE, EXPANSION CONTROL DEVICE, AND 24 GAUGE 1j" DEEP WATER HEATER DRAIN PAN WITH 1" DRAIN CONNECTION. REFER TO DETAIL 2. COORDINATE WATER HEATER LOCATION AND PIPING WITH MECHANICAL PLANS, POOL PAVILION PUMP SCHEDULE MARK LOCATION GPM FT HEAD CONN. SIZE MOTOR DATA SELECTION BASED ON: NOTES OUTLET HP/WATT VOLTAGE/PHASE MANUFACTURER I MODEL CP-1 I CIRCULATING PUMP 1 5 12 3/4" 1/25 HP 120/10 GRUNDFOS UP15-42B7 1. & 2. NOTES: 1. CIRCULATING PUMP SHALL OPERATE PER FBCE C404.6. PUMP SHALL START ON FLOW OF DEMAND HOT WATER AND BASED ON MAINTAINING LOOP TEMPERATURE OF 104'F. 2. PROVIDE WITH AQUASTAT AND FLOW CONTROL CONNECT HOT WATER RETURN TO COLD WATER SUPPI Y TO WATFR HFATFR FLOW SOURCE OF HOT SUPPLY SEE FLOOR PLAN FOR PIPE SIZES: - PER INTERNATIONAL PLUMBING CODE 607.1.2 INCLUDE THERMOSTATIC CONTROLLER FOR TEMPERED HOT WATER TO SINK PER ENERGY EFFICIENCY CODE SECTION C404.5.1. ROUTE HOT WATER SUPPLY PIPING DOWN WALL TO FIXTURE AND BACK UP WALL TO NEXT FIXTURE IN SERIES. HOT WATER SUPPLY TAP TO FIXTURE MUST BE WITHIN 6" OF FIXTURE CONNECTION. WATER RETURN POOL PAVILLION PLUMBING FIXTURE SCHEDULE MARK FIXTURE WASTE TRAP VENT COLD WATER HOT WATER MANUFACTURER /MODEL # DESCRIPTION WC-1 WATER CLOSET - ADA 3" INTEG - 1/2" - AMERICAN STANDARD FLOOR MOUNTED TANK TYPE, 16-1/2" RIM HEIGHT, 1.28 GALLONS PER FLUSH, WHITE TANK TYPE CADET PRO VITREOUS CHINA, ELONGATED BOWL, BRASSCRAFT j TURN ANGLE STOP SUPPLY TUBE & LEFT HAND LEVER: ESCUTCHEONS. PROVIDE SOLID PLASTIC ELONGATED SEAT LESS COVER. 215AA.104 BOWL: 3517A.101 TANK: 4188A.104 RIGHT HAND LEVER: 215AA.105 BOWL: 3517A.101 TANK: 4188A.105 AMERICAN STANDARD 5901.100 UR-1 URINAL - ADA 3" INTEG - 3/4" - AMERICAN STANDARD WALL HUNG FLUSH VALVE, 17" RIM HEIGHT, 0.125 GALLONS PER FLUSH, WHITE VITREOUS FLUSH VALVE WASHBROOK CHINA, WASHOUT FLUSH ACTION. MANUAL FLUSH VALVE. 6590.503 L-1 LAVATORY - ADA 2" 1-1/4" 1-1/2" 1/2" 1/2" STERLING SANIBEL 20"x17" OVAL DROP -IN, VITREOUS CHINA, 4" CENTERS WITH FRONT OVERFLOW. TWO 442004 HANDLE LAVATORY FAUCET, 1.2 GPM, POP UP WASTE, P-TAND WALL ARM. BRASSCRAFT j TURN ANGLE STOP SUPPLIES W/SUPPLY TUBES AND ESCUTCHEONS. MOEN ADLER PROVIDE ANTI SCALD PIPING COVERS. TRUEBRO OR EQUAL. 84603 S-1 SINK (SINGLE BOWL) 2" 1-1/2" 1-1/2" 1/2" 1/2" AMERICAN STANDARD 17"07" SINGLE BOWL, 18 GAUGE STAINLESS STEEL, TOP MOUNT SINK. PEKOE SINGLE LEVER HANDLE PULL DOWN SPRAYER, 1.5 GPM, STAINLESS STEEL FINISH. 18SB.8171700.075 STAINLESS STEEL STRAINER DRAIN AND TAILPIECE, P-TRAP AND WALL ARM. BRASSCRAFT j TURN ANGLE STOP SUPPLY TUBES & ESCUTCHEONS. MOEN ADLER 87233 EWC-1 ELECTRIC WATER COOLER 2" 1-1/2" 1-1/2" 1/2" - ELKAY WALL MOUNTED ADA BI-LEVEL NON -FILTERED REFRIGERATED STAINLESS WATER COOLER. HIGH/LOW - OUTDOOR VRCGRNTL8C CHILLING CAPACITY OF 8.0 GPH WITH MECHANICAL FRONT BUBBLER PUSHBAR ACTIVATION. NO BOTTLE FILLER 120V, 5 FLA POWER REQUIRED. NOTES: 1. CONTRACTOR TO VERIFY IF THIS PROJECT HAS I.D. DRAWINGS. IF THERE ARE I.D. DRAWINGS THE PLUMBING FIXTURES SELECTED IN THE I.D. PACKAGE OVERRIDE THIS PLUMBING SCHEDULE. 2. COLOR/FINISH OPTIONS SHALL BE SUBMITTED TO THE ARCHITECT/I.D./OWNER PRIOR TO PURCHASE AND INSTALLATION. 3. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS OF ALL FIXTURES. 4. ALL PLUMBING FIXTURES SHALL BE SUPPLIED WITH ANGLE STOP SUPPLY RISERS. THIS SHALL INCLUDE ALL FAUCETS AND TOILETS. GENERAL NOTES: 1. ALL PLUMBING FIXTURES MUST BE REVIEWED AND APPROVED BY THE ARCHITECT/I.D. AND OWNER PRIOR TO ORDERING. 2. CONTRACTOR TO VERIFY BATHTUB AND SHOWER SIZES, INCLUDING DRAIN LOCATION, WITH ARCHITECT PRIOR TO ORDERING. 3. CONTRACTOR TO VERIFY LAVATORY AND SINK SIZES ARE COORDINATED WITH COUNTERTOPS BEING INSTALLED PRIOR TO ORDERING. 4. CONTRACTOR TO VERIFY ALL PLUMBING EQUIPMENT SELECTED WITH ACCESSORIES FITS WITHIN DESIGNATED SPACE SHOWN ON PLUMBING PLANS AND PROVIDES THE CORRECT CLEARANCES REQUIRED BY THE MANUFACTURER. 5. CONTRACTOR SHALL COORDINATE VOLTAGE, PHASE AND REQUIRED MOCP FOR EACH PIECE OF EQUIPMENT WITH THE ELECTRICAL CONTRACTOR PRIOR TO ORDERING. 6. IF PRODUCTS/EQUIPMENT ARE VALUE ENGINEERED OR SUBSTITUTED IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD COORDINATE ALL NEW PRODUCTS/EQUIPMENT REQUIREMENTS WITH OTHER DISCIPLINES/TRADES. i[ 1ILlI11I1I BALL VAL THERMAL EXPANSION TANK--• SIZE PER MFG'S CONTINUATION OF HOT n_,__�— COLD WATER SUPPLY RECOMMENDATION. WATER SOURCE UNION (TYPICAL) i HEAT TRAP (TYPICAL) - �I COLD WATER IN WALL 14� 24 GAUGE GALVANIZED SHEETMETAL OR 60 MIL. HIGH IMPACT PLASTIC DRAINPAN7\ 4" HOUSEKEEPING PAD TWO-WAY VALVE FINISHED FLOOR--�, HOT WATER RECIRCULATING 3 PUMP DETAIL 2 ENERGY EFFICIENCY CODE 1 ns')(C404-5. 1) CW 4 NTS WHEEL HANDLE, LOOSE KEY IF SPECIFIED. "NIDEL" VACUUM BREAKER 1p r MALE HOSE THREADS BRASS BODY 9 _ 1� THREADS r CW r`AgT BRASS BODY IME PLATED) 0 0 0 O tWITH Q OPERATOR E WRENCH "NIDEL" VACUUM BREAKER filk-2 PROVIDE GATE VALVE SHUTOFF ABOVE CEILING (PROVIDE ACCESS PANEL IN HARD CEILING LOCATIONS) WALL MOUNTED HOSE BIB RECIRC. PUMP SEE DETAIL AND SCHEDULE. VALVE HWR T & COLD WATER PIPING IN CEILING ACE OR AS SHOWN ON DRAWINGS UT OFF VALVE TEMPERATURE AND PRESSURE RELIEF VALVE AS REQUIRED BY LOCAL CODE WATER HEATER (EWH) SEE SCHEDULE PIPE FULL SIZE OF T&P RELItF VALVE DRAIN VALVE ROUTE WATER HEATER PAN DRAIN TO EXTERIOR. ELECTRIC WATER HEATER DETAIL Joseph. Lawrence & Co Consultinq Engineers 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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Pool Pavilion Schedules and Details Plumbing P19E41A 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) UX 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 O 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 _,r..... FLOW DIRECTION ACU AIR CONDITIONING UNIT KW KILOWATTS COMMENCING WORK. INDICATES POINT OF CONNECTION BETWEEN NEW AHU AIR HANDLING UNIT LAT 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 5. TABC IS RESPONSIBLE FOR TESTING AND BALANCING OF AIR SYSTEMS IN ACCORDANCE WITH AABC GUIDELINES. A TEST AND SUPPLY DUCT UP SECTION (RECTANGULAR) Q POINT OF DISCONNECT 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 SHALL 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 CHW 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) CHWS 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. 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) COND 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 CU CONDENSING UNIT RA RETURN AIR 14. THE CONTRACTOR SHALL FULFILL ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS AND SHALL COMPLETE THE WORK LINEAR SLOT DIFFUSER R REFRIGERANT PIPING 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. FS EXISTING LINEAR SLOT DIFFUSER (LIGHT LINEfYPE) FLOW 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. 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-1/4w, RECTANGULAR BRANCH DUCT CONNECTION. (PROVIDE BALANCING DAMPER AT ALL EER ENERGY EFFICIENCY RATIO SA SUPPLY AIR (PROVIDE DAMPER IN LOW PRESSURE DUCTWORK ONLY) MIN. 4" w BRANCH CONNECTIONS) 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. ENT ENTERING SD SMOKE DETECTOR EXISTING DUCTWORK TO REMAIN (LIGHT LINETYPE) ___p- PLAN, UP, DOWN TEE ( ) 20. SEAL ALL TRANSVERSE JOINTS AND FITTINGS WITH DUCT SEALER. � EQ EQUAL SDMP SMOKE DAMPER ER EXHAUST REGISTER SQ.FT. SQUARE FOOT 21, TRAP AND ROUTE CONDENSATE DRAINS LINES, FULL SIZE OF UNIT CONNECTION, AS INDICATED. SLOPE 1/8" PER FOOT. DUCT OFFSETS UP (RISE) IN DIRECTION INDICATED EWT ENTERING WATER TEMPERATURE -O ELBOW (PLAN, UP, DOWN) SR SUPPLY REGISTER 22. ALTERNATE MANUFACTURERS AND MODELS WILL BE REVIEWED. THERE MAY BE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL FC FORWARD CURVED STIR STARTER CHANGES RESULTING FROM THE ALTERNATES. THE COST OF IMPLEMENTING AND ENGINEERING THESE CHANGES SHALL BE ___i_ D DUCT OFFSETS DOWN DROP IN DIRECTION INDICATED ( ) BORNE BY THE MECHANICAL SUBCONTRACTOR. FCU FAN COIL UNIT SWSI SINGLE WIDTH, SINGLE INLET - VALVE FD FIRE DAMPER 23. PIPE AND DUCT ROUTING SHOWN IS SCHEMATIC. PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS, INCLUDING DIVIDED 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 _4*_ TWO WAY MOTORIZED CONTROL VALVE 24. COORDINATE CEILING MOUNTED AIR DEVICE LOCATION WITH REFLECTED CEILING PLAN AND OTHER TRADES. FLEX FLEXIBLE CONNECTOR OR DUCT TEMP TEMPERATURE 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 1/0 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. Hs0 FEET WATER GAUGE LESS WHEN TESTED IN ACCORD WITH ASTM E84. �III�I� FLEXIBLE DUCT CONNECTION -- PRESSURE REDUCING VALVE T'STAT THERMOSTAT y F DEGREES FAHRENHEIT TYP TYPICAL 27. SLEEVE AND FIRE STOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. USE MINIMUM GA GAUGE GALVANIZED STEEL GAUGE DUCT AS REQUIRED TO MAINTAIN RATING OF SYSTEM. ��]f ---- FLOW CONTROL VALVE VFDC VARIABLE FREQUENCY ERNE FIRE/RADIATION DAMPER WITH ACCESS PANEL GAL GALLON VAV VARIABLE AIR VOLUME 28. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE BALL VALVE FOR PIPING 2-INCHES AND SMALLER, GALV GALVANIZED -----16 I--- BUTTERFLY VALVE FOR PIPING 2-1/2 INCHES AND 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 HORSEPOWER yy/ WITH VERIFY VOLTAGE WITH ELECTRICAL DRAWINGS. IF BUILDING IS EQUIPPED WITH FIRE ALARM SYSTEM ALL FIRE/SMOKE HTWR HIGH TEMPERATURE HOT WATER RETURN DAMPERS WILL BE CONNECTED TO BUILDING FIRE ALARM SYSTEM. EXISTING DUCTWORK TO BE REMOVED (DASHED LINI:TYPE) HTWS HIGH TEMPERATURE HOT WATER SUPPLY W/0 WITHOUT 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 CHECK VALVE HW HOT WATER WB WETBUL B 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 "AS A- 100 AIR DEVICE TAG OF DIFFERENTIAL PRESSURE METER. VALVE SHALL SHALL BE REPAIRED TO NEW" CONDITION OR REPLACED AT THE DIRECTION OF THE ARCHITECT/ENGINEER. WHERE _ 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. HHH SIDEWALL TRANSFER GRILLE AUTOMATIC FLOW CONTROL VALVE WITH INTEGRAL 31. DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT AND EXTENT OF WORK. EXACT LOCATIONS AND 1==1 TEMPERATURE AND PRESSURE TEST PORTS ARRANGEMENT OF MATERIALS AND EQUIPMENT SHALL BE DETERMINED, WITH THE ACCEPTANCE OF THE ARCHITECT/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 LOUVER t- --� 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, ELECTRICITY, 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 a WALL MOUNTED DDC HUMIDITY SENSOR MOUNT 4'-0" ABOVE FINISHED FLOOR OPENING IN WALL ABOVE CEILING WALL u SOR TED DFlN ENERGY CALCULATION VALUES Os MOUNT 40" ABOVE FINIISTAT SHED FLOOR A PHOTO DETAIL OR SECTION IDENTIFICATION TARGET EQUIPMENT MENT TAHU3 .� TYPE MARK TAG ROOF: R--30 NOTE: B A = DETAIL NUMBER WALLS: R_19 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 U VALUE: -.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 I Q iOSepk, Lawrence CX CO 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.JLCCNG.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 - Mechanical M15.00 FORUME y -- I III Ip I III Ip I III IB I III Ip I III Ip i III Ip 11 III III II Ip I I III Ip I III 19 1111 I q I III Ip I III Ip Site Plan - Mechanical —. I II II fl I II II ppfl L—_---_ - I II I II aa r--- —4` ----I r_= U I I I I If�I Aar P I 0 I TOP OF BANK__ _ _._- j I _.. _- _�------_-------------__---- Ll - m - P.4 I r.—.. _ � � + I LXlST1NG STORAGE FACILITY I (r-st,,,y, 5.100 SF) I J+A + _.._ .4 TYP.2YP.4 TYP.4 — — + + I I II I w 111 = 601-011 LEGEND iY XBUILDING ID NUMBER Z 2 NUMBER OF UNITS PER BUILDING BUILDING TYPE 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, Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972,4466 WWW.JLCING.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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT N0, 4097 Site Plan Mechanical M 15. 01 REFERENCE NOTES: (D FO UM N ARCHITECTURE & SECURE EXHAUST FAN TO MFR MOUNTING BRACKET INTEGRAL BACKDRAFT DAMPER WITHIN EXHAUST FAN --, EXHAUST FAN CEILING GRILLE TOILET AREA OR JAN. CLO. TRANSITION AS REQ'D SEE PLAN SIZE PER PLAN 4 � CEILING EXHAUST FAN SUPPORT DETAIL NTS 3 � ROOF CAP DETAIL NTS FLEXIBLE CONNECTION SUPPLY DUCT 2" MIN. ALL SIDES AUXILIARY DRAIN PAN WITH FLOAT SWITCH SUPPORT 'ROVIDE BIRDSCREEN WHEN ;AP IS USED FOR EXHAUST. IIRDSCREEN SHALL BE )MITTED WHEN ROOF CAP IS ISED FOR DRYER VENTING. 'ACK INTERSITITAL 'PACE WITH BATT VSULATION TIGHT ►LL AROUND. VIBRATION ISOLATOR HEATING COIL FILTER DX COIL -\ S I RETURN DUCT TRAP --/� `-- CONDENSATE DRAIN - SEE CEILING PLANS FOR ROUTING OVERHEAD SUPPORTED. (2� SPLIT SYSTEM HORIZONTAL DETAIL NTS Pool Pavilion - Floor Plan - Mechanical Q1 ROUTE 4"0 EXHAUST DUCT FROM CEILING MOUNTED EXHAUST FAN UP THROUGH ROOF. TERMINATE DUCT AT ROOF CAP PER DETAIL ON THIS SHEET. O INSTALL NEW DOOR GRILLE PER SCHEDULE ON BOTH SIDES OF THE DOOR. O MOUNT AHU PER DETAIL AND ROUTE REFRIGERANT LINES WITHIN MECHANICAL CEILING TO WALL DOWN TO CONDENSING UNIT ON GROUND. SEE PLUMBING PLANS FOR CONDENSATE DISPOSAL. ROUTE REFRIGERANT LINES PER DETAIL 1 /4"' - 1'-011 DOOR GRILLE SCHEDULE MARK SERVICE W x H (IN) MANUFACTURER & MODEL NO. NOTES DG-1.P VENTILATION 12"02" HART & COOLEY TG 1. & 2. NOTES: 1. PROVIDE HART AND COOLEY TGF FRAME. 2. GRILLE TO BE INSTALLED ON BOTH SIDES OF THE DOOR. AIR DEVICE SCHEDULE (AMENITIES AREA) MARK DESCRIPTION FACE SIZE NECK MATERIAL MANUFACTURER & MODEL NO. NOTES AP LOWERED FACE SUPPLY DIFFUSER - CEILING 10"x6" SEE PLAN STEEL TRUAIRE 401 1. AG LOUVERED FACE RETURN GRILLE 12"x12" SEE PLAN STEEL TRUAIRE 270 1. NOTES: 1. COORIDINATE SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. FAN SCHEDULE MARK AREA SERVED TYPE CFM T.S.P. HP/WATTS RPM VOLTS/PH I SONES I WEIGHT MANUFACTURER & MODEL NO. NOTES EF-1.P JANITORS CLOSET CEILING 71 0.25 8.5 WATTS 1,112 120/10 0.5 11.9 PANASONIC FV-0511VK2 1. & 2. EF-2.P MEN'S RESTROOM CEILING 71 0.25 8.5 WATTS 1,112 120/10 0.5 11.9 PANASONIC FV-0511VK2 1. & 2. EF-3.P WOMEN'S RESTROOM CEILING 71 0.25 8.5 WATTS 1,112 120/10 0.5 11.9 PANASONIC FV-0511VK2 1. & 2. NOTES: 1. PROVIDE WITH VIBRATION ISOLATORS, INTEGRAL BACKDRAFT DAMPER, MOTION SENSOR, 2. EXHAUST FAN TO OPERATE ON OCCUPANCY SENSOR (ACCESSORY TO FAN). MULTI -SPEED MODULE AND WALL CAP. MINI -SPLIT AIR HANDLING UNIT SCHEDULE FAN COOLING COIL FILTERS ELECTRIC HEATING COIL SINGLE POINT UNIT UNIT INFORMATION MARK LOCATION TOTAL AIR OUTSIDE EXTERNAL STASERVED DRIVE ENTERING LEAVING TOTAL SENSIBLE COIL COIL TOTAL VOLTS/ HEATER VOLTAGE/ SINGLE SINGLE UNIT SIZE OPERATING MANUFACTURER MODEL NUMBER NOTES FLOW AIR iYPE FLA AIR AIR TEMP. I CAPACITY1 ACI AREA ROW/FINS TYPE EFFICIENCY THICKNESS CAPACITY PHASE WATTS PHASE CMUrr CM( (H"xW"xD") WEIGHT (C ) (C )W IN WG.� (F DB%WB) (P DB/WB) (BTUH iBTUP. H (q,F7,) CP MAU-1.P RESTROOMS 1 320 1 - I - 1-1 1.16 1 80.6 67.0 56.0/54.0 1 9,000 1 - I - I - I INTERNAL 1 25%-30% 1 - 1 12,000 208 10 1 910 1 208 10 1 1 1 - 1 9"05"48" 1 58 MITSUBISHI OR EQUALI TPEADA0091AA70A 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 (HEAT PUMP) MARK LOCATION COMPRESSOR CONDENSER FANS ELECTRICAL UNIT INFORMATION MANUFACTURER MODEL NUMBER NOTES OUTDOOR TEMPIG(F) QTY. CAPACITY STEPS QTY. NOMINAL HP VOLTAGE/ PHASE COMPRESSOR RLA/LRA CONDENSER FANS MCA MOCP SEER UNIT SIZE (H"xW"xDI OPERATING HT ��BS QTY. F.L.A. MCU-1.P GROUND 95 1 100 1 - 208 10 10.0 12.5 1 0.67 14 24 17.8 34"x38"x13" 129 MTf U-BISHI OR EQUAL NTXSKHO9A112AA 1. & 2. NOTES: 1. PROVIDE COMPLETE WITH TIME 2. DISCONNECT SWITCH PROVIDED DELAY RELAY AND ANTI -SHORT CYCLE TIMER. BY DIVISION 16. Josep%, Lawrence & Co Consultinq Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 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: Q SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT N0, 4097 Pool Pavilion Floor Plan Mechanical M 19.42 6 COMcheck Software Version COMcheckWeb �(l Envelope Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyrhills Apartments - Pool Pavillion Location: Zephyrhills, Florida Climate Zone: 2a Project Type: New Construction Construction Site: Owner/Agent: Zephyrhills, Florida 33542 Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Reduced Lighting Power, 1.0 credit Building Area Floor Area 1-Office: Nonresidential 170 Envelope Assemblies Assembly Roof: Attic Roof with Wood Joists, [Bldg. Use 1 - Office] Floor: Slab -On -Grade: Unheated, [Bldg. Use 1 - Office] (b) FAST Exterior Wall North: Wood -Framed, 16" o.c., [Bldg. Use 1 - Office] Door: Insulated Metal, Swinging, [Bldg. Use 1 - Office] SOUTH Exterior Wall South: Wood -Framed, 16" o.c., [Bldg. Use 1 - Office] WEST Exterior Wall East: Wood -Framed, 16" o.c., [Bldg. Use 1 - Office] Designer/Contractor: Adam Barney Joseph Lawrence & Co 1180 Harwood Ave Altamonte Springs, Florida 32714 Gross Area Cavity Cont. or R-Value R-Value Perimeter 331 0.0 30.0 54 --- --- Proposed Budget U- U-Factor Factor(.) 0.032 0.027 0.730 0.730 136 0.0 7.0 0.094 0.064 42 --- --- 0.090 0,610 136 0.0 7.0 0.094 0.064 80 0.0 7.0 0.094 0.064 (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. b♦ M b i b P.' 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. Project Title: Zephyrhills Apartments - Pool Pavillion Data filename: Report date: 02/15/22 Page 1 of 16 nCOMcheck Software Version COMcheckWeb 8/1 Exterior Lighting Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyrhills Apartments - Pool Pavillion Project Type: New Construction Exterior Lighting Zone 2 (Residential mixed use area (LZ2)) Construction Site: Owner/Agent: Designer/Contractor: Zephyrhills, Florida 33542 Adam Barney Joseph Lawrence & Co 1180 Harwood Ave Altamonte Springs, Florida 32714 Allowed Exterior bighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Wattage (B X C) Entry canopy 140 ft2 0.25 Yes 35 Total Tradable Watts (a) = 35 Total Allowed Watts = 35 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. Entry S'raupy (140 f0; Iradab e Wattacte PA: LED Other Fixture Unit 25W: 1 3 14 42 Total Tradable Proposed Watts = 42 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. &Ste, 02/15/2022 Name - Title Signature Date 90 Project Title: Zephyrhills Apartments - Pool Pavillion TATE- Report date: 02/15/22 Data filename: 4 of 16 OR I�1- age NAI� Adam 1, Barr Name - Title Project Title: Data filename: P.E. = - 02/15/2022 Signature - Date ( \111W II IiIf 0\\�\�\\\\\\IIJU/I/jiii/�/ 9124 Zephyrhills Apartments - Pool Pavillion TE 86COMcheck Software Version COMcheckWeb /1 Mechanical Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyrhills Apartments - Pool Pavillion Location: Zephyrhills, Florida Climate Zone: 2a Project Type: New Construction Report date: 02/15/22 Page 2 of 16 Construction Site: Owner/Agent: Designer/Contractor: Zephyrhills, Florida 33542 Adam Barney Joseph Lawrence & Co Additional Efficiency Package(s) 1180 Harwood Ave Altamonte Springs, Florida 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 = 9 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: None Proposed Efficiency = 18.00 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, 320 CFM, 0.1 motor nameplate hp, 0.00 fan energy index , fan exception: Single fan < 1 HP or < 0.89 kW 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.7/1 02/1$/2022 Name - Title Signature Vr^"" Date i Project Title: Zephyrhills Apartments - Pool Pavillion Data filename: 4- , 9124 I+ Report date: 02/15/22 Page 5 of 16 86COMcheck Software Version COMcheckWeb /1 Interior Lighting Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyrhills Apartments - Pool Pavillion Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Zephyrhills, Florida 33542 Adam Barney Joseph Lawrence & Co Additional Efficiency Package(s) 1180 Harwood Ave Altamonte Springs, Florida 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-Office 170 0.71 121 Total Allowed Watts = 121 Proposed Interior Lighting Power A B C D E Fixture ID : Description I Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. I - Office PA: LED Other Fixture Unit 16W: 1 2 14 28 PB: LED Other Fixture Unit 16W: 1 2 15 30 Total Proposed Watts = 58 JM 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. eg�' '/'-- � 02/15/2022 Name - Title Signature Date \\\\\\11111111111J111 //�//// i _ 9 y or OR IMP Project Title: Zephyrhills Apartments Pool Pavillion/// /©NAL \�� Re ort date: 02/15/22 Data filename: ///JJ/11111111N11\r\\\\\\� p Page 3 of 16 Joseph, LAWrence & co ConsuItinq Incjineers 1180 HARWOOD AVE., SUITE: 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG,COM CA NO. 28730 3FORUMM m m ARCHITECTURE & INTERIOR DESIGN, INC. c L 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: A SHEET REVISIONS: a EDITED BY: SMB/AJB ar PROJECT N0. 4097 Pool Pavilion Energy Calculations Mechanical M 19.42A ELECTRICAL SYMBOL LEGEND FIRE ALARM SYSTEM LEGEND GENERAL NOTES FORUME WIRING AND POWER NOTE: SYMBOLS SHOWN ARE FOR REFERENCE PURPOSES ONLY. -© 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 =0 WALL OUTLET BOX AND DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER =0 WALL OUTLET BOX AND DUPLEX RECEPTACLE WITH TOP HALF SWITCHED 4 WALL OUTLET BOX AND DUPLEX RECEPTACLE CONNECTED TO EMERGENCY SYSTEM N CEILING OUTLET BOX AND SINGLE RECEPTACLE QD CEILING OUTLET BOX AND DUPLEX RECEPTACLE WALL OUTLET BOX AND GFCI DUPLEX RECEPTACLE WALL OUTLET BOX AND GFCI DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER z@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 0 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 ® JUNCTION BOX AND BLANK PLATE ABOVE CEILING m SURFACE MOUNTED JUNCTION BOX AND BLANK PLATE ®WP SURFACE MOUNTED WEATHERPROOF JUNCTION BOX AND COVER mPB FLUSH GRADE FIBER COMPOSITE PULL BOX AS NOTED QV MOTOR CONNECTION AS NOTED 0 FLUSH SHUNT -TRIP BUTTON, MOUNTED 80" TO TOP ® CONTROL AND/OR POWER EQUIPMENT CONNECTION 03 TIME CLOCK ® PHOTO CELL EP DISCONNECT SWITCH, SIZE AS NOTED -tom 120/208V BRANCH CIRCUIT PANELBOARD, SURFACE MOUNTED 120/208V BRANCH CIRCUIT PANELBOARD, FLUSH MOUNTED -� 277/480V BRANCH CIRCUIT PANELBOARD []T TRANSFORMER ® AUTOMATIC TRANSFER SWITCH BRANCH CIRCUIT HOMERUN WITH PANEL NAME AND CIRCUIT NUMBER, A_3� QUANTITY OF ARROWHEADS DENOTES QUANTITY OF BRANCH CIRCUITS r-•� BRANCH CIRCUIT WIRING, PROVIDE QUANTITY OF CONDUCTORS REQUIRED FOR CIRCUITING AND SWITCHING INDICATED ON PLANS POWER LEG ONLY (NO SWITCH LEG BETWEEN ROOMS) -� CONDUIT CAPPED OFF ---'S CONDUIT CONTINUED - 0 CONDUIT RUN UP ---0 CONDUIT RUN DOWN -11111m GROUND OR GROUND ROD AS NOTED LIGHTING AND SWITCHING ® CEILING MOUNTED LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE 6i CEILING MOUNTED RECESSED DOWNLIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE (� CEILING MOUNTED RECESSED WALLWASH FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE 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 �O 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 hQ WALL MOUNTED LIGHT FIXTURE WITH EMERGENCY BACKUP `mP WALL MOUNTED EMERGENCY BATTERY LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE 01504 CEILING MOUNTED EMERGENCY BATTERY LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE ®f CEILING MOUNTED EXIT SIGN WITH EMERGENCY BACKUP, REFER TO LIGHT FIXTURE SCHEDULE H8I WALL MOUNTED EXIT SIGN WITH EMERGENCY BACKUP, REFER TO LIGHT FIXTURE SCHEDULE H:E�} COMBINATION EXIT SIGN AND EMERGENCY LIGHT FIXTURE WITH BATTERY BACKUP Sa 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 11MECLOCK SWITCH FOR AUTOMATIC CONTROL OS CEILING OUTLET BOX AND DUAL TECHNOLOGY OCCUPANCY SENSOR CEILING OUTLET BOX AND DAYLIGHT HARVESTING SENSOR nF MANUAL PULL STATION Mod WALL MOUNTED HORN WITH STROBE (cd=CANDELA RATING) ®IWP WALL MOUNTED HORN WITH STROBE IN WEATHERPROOF ENCLOSURE @4 CEILING MOUNTED HORN WITH STROBE 91M WALL MOUNTED MINI HORN I4 M WALL MOUNTED MINI HORN WITH STROBE 91 WALL MOUNTED VOICE EVACUATION SPEAKER WITH STROBE (91 CEILING MOUNTED VOICE EVACUATION SPEAKER WITH STROBE RD WALL MOUNTED STROBE ® SMOKE DETECTOR OO CO SMOKE AND CARBON MONOXIDE COMBINATION DETECTOR DUCT MOUNTED SMOKE DETECTOR ® HEAT DETECTOR IM REMOTE DUCT DETECTOR INDICATOR LIGHT AND TEST SWITCH (NUMBER INDICATES QUANTITY) ® FAN SHUT -DOWN RELAY ELECTROMAGNETIC DOOR RELEASE DEVICE �- SMOKE DAMPER (PROVIDE BY MECHANICAL, CONNECTED BY ELECTRICAL) FIREMAN'S PHONE JACK ® SPRINKLER SYSTEM SUPERVISORY SWITCH CONNECTION ® SPRINKLER SYSTEM FLOW SWITCH CONNECTION CM CONTROL MODULE ® MONITOR MODULE W LOCK BOX W FIRE ALARM CONTROL PANEL 1j FIRE ALARM TERMINAL CABINET I& FIRE ALARM ANNUNCIATOR PANEL BE DIGITAL ALARM COMMUNICATOR TRANSMITTER TELECOMMUNICATION SYSTEM LEGEND COMBINATION TELECOMMUNICATIONS/DATA WALL OUTLET BOX AND BLANK PLATE v 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. 0 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. 0 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. a TELEPHONE TERMINAL CABINET, SIZE AS NOTED ON PLAN. 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'-O" 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 AL 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 TIE (PER NEC 210.4B). 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. WIEI G:. 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). S Joseph. Lawpence & Co consulting Engineers 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 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: 0 EDITED BY: MJR/BLS v F PROJECT NO. 4097 Apartments Symbols, Abbreviations, and General Notes - Electrical E16,00 a I aia® I Pi II t II � I I I ------- _-fir l I �I f .d B / ^ r r r f r ✓ r r r r r ✓ r ✓fir I I I r I JI a li I /'er I r-- - - - - - - - - - - i Site Plan -Electrical 1 if = 601-0" '17 LEGEND X BUILDING ID NUMBER Y Z C NUMBER OF UNITS PER BUILDING BUILDING TYPE GENERAL NOTES: 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 O REFER TO RESPECTIVE FLOOR PLANS, POWER RISER DIAGRAMS AND PANEL SCHEDULES FOR ADDITIONAL SERVICE INFORMATION. ® 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. O 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. / PROVIDE IN GROUND WEATHERPROOF PULL BOX AND CONDUIT TO CONNECT GATE CONTROLLER. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH OWNER PRIOR TO ROUGH -IN. Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO, 28730 mFORUME o ARCHITECTURE & a INTERIOR DESIGN, INC. C C m 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 4. 0 0 JLC21.0058.00 1; 0 L 0 W C 0 N 0 0 N m C N C 0 0 C Blake. Lawrence Suddeth P.E. #: 69060 a SET DISTRIBUTIONS: U 4: U N 0. N N 0 T C p0 N 7 N N N N 17 C !q A SHEET REVISIONS: EDITED BY: MJwgLS PROJECT NO. 4097 Site Plan Electrical E16-01 GENERAL NOTES: FORUME Pool Pavilion - Floor Plan - Power and Systems Pool Pavilion - Floor Plan - Lighting LS PD PD 1 /4" - 1'-0" 1 /4" = 1'-0" 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 ELECTRICAL CONTRACTOR SHALL COORDINATE DISCONNECT AND FUSE REQUIREMENTS FOR MECHANICAL UNIT WITH MECHANICAL CONTRACTOR AND EQUIPMENT MANUFACTURER PRIOR TO ROUGH —IN AND PROVIDE AS REQUIRED. COORDINATE LOCATION OF DISCONNECT WITH OWNER AND MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. LOCATE AS REQUIRED TO MAINTAIN NEC CLEARANCES. 0 PROVIDE 120V RECEPTACLE AND TELEVISION OUTLET FOR WALL MOUNTED TELEVISION. COORDINATE LOCATION AND MOUNTING HEIGHT WITH OWNER/EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. O3 COORDINATE PANEL LOCATION WITH OWNER, CIVIL CONTRACTOR AND UTILITY COMPANY PRIOR TO ROUGH —IN. ® CONNECT CIRCUIT VIA PHOTOCELL FOR AUTOMATIC CONTROL OF LIGHT FIXTURES. �5 CONNECT FRACTIONAL HORSEPOWER EXHAUST FAN TO LOCAL LIGHTING CIRCUIT. FAN SHALL BE CONTROLLED BY INDIVIDUAL SWITCH. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. © PROVIDE CEILING MOUNTED OCCUPANCY SENSOR FOR AUTOMATIC CONTROL OF ROOM LIGHTING. SENSOR SHALL OVERRIDE WALL CONTROL AND "TURN OFF" ROOM LIGHTS IF ROOM UNOCCUPIED FOR MORE THAN 20 MINUTES. PROVIDE ADDITIONAL SENSORS, RELAY PACKS, CONTROL WIRING, ETC. AS REQUIRED FOR COMPLETE COVERAGE OF ROOM AND CIRCUITS/SWITCH LEGS SHOWN. CONTROLS SHALL BE "MANUAL ON/AUTOMATIC OFF" WITH THE EXCEPTION OF RESTROOMS, PUBLIC CORRIDORS, AND LOBBIES. THESE AREAS SHALL BE FULLY AUTOMATIC ON/AUTOMATIC OFF" IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE 7TH EDITION. �7 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. ® 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. ioseph. Laweence & Co Consultinq fngineeips 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 P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO, 4097 Pool Pavilion Floor Plan Electrical E 19.43 FORUMN ARCHITECTURE & �, I& L ,4 LIGHTING FIXTURE SCHEDULE - POOL PAVILION MARK DESCRIPTION MANUFACTURER MODEL VOLTS LAMP QTY LAMP WATTS - -_ LAMP MODEL FIXTURE t WATTS 7" ROUND LED SLIM SURFACE MOUNTED FIXTURE ALUMINUM PA FINISH, UL LISTED, ENERGY STAR CERTIFIED, DAMP LOCATION PHILLIPS S7R835K10AL 120 - 14.4 LED 14.4 RATED LOCATED AT MAIN CORRIDORS AND MISC. ROOMS. PB DECORATIVE LED BATHROOM VANITY SCONCE TBD TBD 120 1 15 LED 15 PC 1'X4' LED SURFACE MOUNTED ENCLOSED AND GASKETED COLUMBIA LXEM4-35ML-DFA-EU 120 1 47 LED 47 FIBERGLASS FIXTURE. UL WET LABEL RATED. PD EXTERIOR BUILDING LED WALL SCONCE IN DIE-CAST ALUMINUM TBD TBD 120 1 36 LED 36 HOUSING, IP RATED, UL WET LABEL RATED LF19 DECORATIVE LED PENDANT FIXTURE OVER ISLAND, DAMP LABEL KUZCO LIGHTING PARC EP64815 120 1 20 LED 20 RATED PF 52" EXTERIOR CEILING FAN. UL OUTDOOR RATED. TBD TBD 120 - - - 60 EM WALL MOUNTED EMERGENCY LIGHT WITH THERMOPLASTIC BEGHELLI PEH-T20 120 2 1.7 LED 3.4 HOUSING, WHITE FINISH, TWIN HEADS AND BATTERY BACKUP. NOTES: 1. DIVISION 16 CONTRACTOR SHALL VERIFY ALL FIXTURE TYPES AND FINISHES WITH OWNER PRIOR TO ORDERING. AIC=17,039, HOUSE PNL. 'HPP' 100A MCB 120/208V 10, 3W BOND TO PANEL 'MDPC' (3)#2/0 AWG AL & (1)#4 AWG AL. GND. 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. LIGHTING CONTACTOR PROVIDE HARD WIRED SURGE PROTECTIVE DEVICE OF SAME MANUFACTURER AS PANEL FINISHED GRADE #8 CU 6ft MIN CONCRETE ENCASED \_____��_5/8"x2l)' CU CLAD GROUND ROD Pool Pavilion Power Riser Diagram Not To Scale PANEL 'HPP' LOCATION: POOL PAVILION VOLTAGE: 120/208V 10 3W MIN. AIC RATING: 22K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND & NEUTRAL BUS TYPE: SQUARE 'D' - TYPE NO MAINS: 100A ❑ MLO ® MCB MOUNTING: SURFACE FED FROM: CLUBHOUSE MDPC LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 1 CIRCUIT DESCRIPTION z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT z CIRCUIT DESCRIPTION NEU GND COND 0 NEUT GND COND 1 RECEPTACLES - CLOSET 12 12 12 1/2" 20/1 0.36 A 2.25 30/2 10 10 10 3/4" EWH-1 2 3 RECEPTACLES - RESTROOM 12 12 12 1/2' 20/1 0.54 B 2.25 10 - - - I - 4 5 RECEPTACLES - COUNTER 12 12 12 1/2' 20/1 0.90 A 0.36 20/1 10 10 10 31e GRILL STATION 6 7 RECEPTACLES - PAVILION 12 12 12 1/2" 20/1 0.90 B 0.36 20/1 10 10 10 3/4' GRILL STATION 8 9 EWC 12 12 12 1/2" 20/1 0.50 A 0.18 20/1 10 10 10 /4" POOL CABANA 10 11 LIGHTS - EXTERIOR 1 12 12 12 1/2" 20/1 0.33 B 0.18 20/1 10 10 10 /4" POOL CABANA 12 13 LIGHTS - PAVILION 12 12 12 1/2' 20/1 0.54 A 0.18 20/1 10 10 10 3/4"1 IPOOL CABANA 14 15 LIGHTS - RESTROOM 12 12 12 1/2" 20/1 0.18 B 0.20 20/1 12 12 12 1/2' CP-1 16 17 MCU-1.P 12 12 12 1/2' 20/2 1.16 A 0.50 20/1 10 10 10 3/4" 1 LIGHTS - LANDSCAPE 18 19 - 12 - - - - 1.16 B 0.50 20/1 10 10 10 3/4" 1 LIGHTS - LANDSCAPE 20 21 REFRIG. 12 12 12 1/2" 20/1 0.40 A 0.50 20/1 10 10 10 3/4' 1 LIGHTS - FESTOON 22 23 SPARE - - - - 20/1 - B - 20/1 - - - - SPARE 24 25 SPARE - - - - 20/1 - A - 20/1 - - - - SPARE 26 27 SPARE - - - - 20/1 - B - 30/2 10 10 10 /4' SURGE PROTECTIVE DEVICE (SPD) 28 29 SPARE - - - - 20/1 - A - - 10 - - - - 30 EQUIPMENT SERVED CONN. LOAD LF. D.F. DEMAND LOAD LIGHTING 2.55 KVA 125% 3.19 KVA RECEPTACLES - GENERAL 3.79 KVA 100% 3.79 KVA EQUIPMENT 8.24 KVA 1007a 8.24 KVA Off` CONNECT CIRCUIT VIA LIGHTING CONTACTOR 2) NON -COINCIDENTAL LOAD NOT INCLUDED IN CALL TOTAL DEMAND LOAD: 15.22 KVA I I i I TOTAL DEMAND AMPS: 25.10 AMPS *I Josepk, Lawrence & Co Consulting Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCCNG.COM CA NO. 28730 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 P.E. #: 69060 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Pool Pavilion Riser & Schedules Electrical E 19.43A