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GENERAL NOTES 1, Project Description: New Community Center Building 2. Work Involved: a, Exterior Walls: 1. Provide new exterior CMU walls with exterior stucco finish and interior 5/8" gypsum board finish over 1-1/2" MTL `Z' furring and 1-1/2" rigid board insulation. ii. Provide an Eiastomeric Paint Finish on the exterior of the building. Provide color samples for owner approval. iii. Refer to Structural Drawings for additional scope of work and full structural detailing of building shell. b. Interior Walls: i. Provide new interior walls 3-5/8" 25 gauge metal studs with 5/8" gypsum board finish, ii. Provide 2-hour rated partition at Storage 114, iii. Refer to finish schedule and interior elevations for additional scope of work, c. Interior ceilings: L New 2x2 acoustical ceiling tiles as shown, refer to plans. ii. New 2x4 acoustical ceiling tiles as shown, refer to plans. iii. New 5/8" thk drywall ceilings as shown refer to plans. iv. Provide 2-hour rated ceiling in Storage 114. v, Exposed ceiling as noted. vi. Refer to Reflected Ceiling plans and Finish Sched I for additional scope of work. d. Mechanical: "i i. New HVAC equipment as per M7separate l Drawings it. Refer to Mechanical Drawings fope of work. iii. ALL Kitchen hoods shall be undpermits, 2 e, Electrical: _ i, Provide lighting and power per plan= - ii. Refer to Electrical Drawings for full scope of work f� Plumbing: i. Provide new plumbing fixtures per plans. ii. Refer to Plumbing Drawings for full scope of work g. Kitchen Equipment: i, To be provided by Owner h. Fire Suppression L To be provided by Others 3. Work completed shall meet all local and state building code requirements. L. s #..►.. s. a. ..�►. 1. Contractor shall verify existing site conditions of project location prior to commencement of work. 2. Contractor shall coordinate and verify all utility requirements, compatibility and location of projected utilities of project, as shown on the drawings. 3. Contractor responsible for coordinating all trades to complete work, Contractor shall issue full sets of drawings to sub- contractors commissioned to complete the work. 4, Contractor shall verify space requirements and location of project utilities. 5, Contractor shall field verify all dimensions of project. Do not scale drawings. 6, Contractor shall notify Architect of any discrepancies in drawings and/or specifications of project. Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work performed. 7. Contractor shall notify the Architect, when the full intent of the drawings and/or specifications is not clear. Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work performed. 8. Owner and Contractor shall coordinate Schedule of values, Application of Payment, Construction Cost and any other fees related to this project. 9. Owner and Contractor shall coordinate Schedule of Construction and notify Architect of schedule. CHANGE PROCEDURES: 1. Architect will submit Supplemental Instructions for minor changes. 2. Contractor may propose changes by submitting a request for change to Architect. Architect and Owner shall give written approval for all changes made by the Contractor. Commencement of the work without written approval from Architect and Owner, the contractor will assume responsibility of work performed. SUBMITTAL: 1. Prior to construction Architect and Owner shall submit a list, to the Contractor of required shop drawings submittals for this project. 2. Prior to construction Architect and Owner shall submit a list, to the Contractor of all required testing for this project, Contractor shall be responsible for the cost of any testing requested by the Owner. TEMPORARY FACILITIES: 1, Contractor shall provide and maintain access to the site of the project. 2. Contractor shall coordinate with Owner for temporary facilities requirements, if required for this project. 3. Contractor shall be responsible for maintaining a clean and safe construction site. 4. Contractor is responsible for the removal of all construction debris. MATERIALS: 1. Store and protect all project products and materials in accordance with manufacturer instructions. Products and materials of this project shall be installed free of damage. 2. Architect shall approve all product or material substitutions. CLOSEOUT: 1, Contractor shall notify the Owner 30 days prior to the date of substantial completion. At the time of substantially complete, Contractor shall submit a list of items (punch list) to be completed or corrected within the final days of construction. Owner and Contractor will set the project completion date, 2. Owner and/or Architect will make an inspection with seven (7) days of receipt of substantially complete punch list. Owner and/or Architect may add items to complete or correct prior to final completion. 3. Contractor shall leave site clean and free of any construction debris or equipment at the end of the project. 4. Contractor shall give Owner operating instructions for the mechanical, electrical, and other operating equipment installed for this project. 5. Contractor shall submit to the Owner all warranties, operating and maintenance manuals for the following products and equipment: a. Termite Soil Poisoning b. Automatic & Supervisory Sprinkler System c. Finish Hardware, Keying system d. Ceiling Tile e, All installed Flooring f. Plumbing Fixtures g, Lighting Fixtures h. HVAC Systems i. Kitchen Equipment j. Doors & Windows 6. Owner may request additional warranties for other products. Contractor will be given notice prior to work. ST. WCIE COUNTY IE1N SLDG: G f�►TE• ia- ELEC DATE. -/a- PLUMB: DATE: I 1 MECH: DATE: PROJECT INFORMATION DESIGN PARAMETERS: 2010 Florida Building Code 2010 Florida Residential Code 2010 Florida Existing Building Code 2010 Florida Plumbing Code 2010 Florida Mechanical Code 2010 Florida Fuel Gas Code 2008 National Electric Code 2010 Florida Accessibility Code 2010 Florida Energy Code 2010 Florida Fire Prevention Code (Based on NFPA-1 & NFPA 101 - 2006 Edition) 2008 National Fire Alarm Code - (NFPA-72) Building Design: Ultimate Wind Speed: Nominal Wind Speed: Building Category: Wind Importance/Use Factor Internal Pressure Coefficient Building Mean Height: Roof Overhang: Roof Pitch: Garage Design Pressure: 120 sgft. Door Design Pressure: 50 sgft. Window Design Pressure: 20 sgft, Exposure: Design Loads: Impact Protection: OCCUPANCY: A-2 Assembly Enclosed 170 mph 132 mph III 1.0 +/-0.18 15'-0" 2'-0" 4/12 & 8/12 Int. Zone (See Structural) Ext. Zone (See Structural) Int. Zone (See Structural) Ext. Zone (See Structural) Int. Zone (See Structural) Ext. Zone (See Structural) C Roof Dead Load/Live Load: (See Structural) Floor Dead Load/Live Load: (See Structural) Impact Glass A CONSTRUCTION: Type IIB Unprotected, Sprinklered Exceptions, a. 3. Section 506.3, Allowable building increase due to automatic sprinkler system installation As per FBC Section 506.3 where a building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.1.1, the building area limitation in Table 503 is permitted to be increased by 300 percent for buildings with no more than one story above grade plane. Ext. walls- CMU with Concrete Tie Beam Engineered Steel Building Structure Int walls-MTL stds & drywall Roofing Material - Provided by Steel Bldg Manufacturer AREA TABULATIONS: New Club House: 14,350 sgft. Refer to Life -Safety Plan for Occupancy Load SYMBOLS O Window Axx ## Door ## xxx Room Name # xx.x Q Wall Type xx.x Az.x Wall Section Az.x Detail Keyed Note Interior Elevation Exterior Elevation Building Section Product Approval Submittal Affidavit Bldg Address: 3492 Crabapple Drive Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: FL# or Product Model # Manufacturer Glass Attachment Method Type, Building Design Product Design Miami -Dade Description Size, Spacing, & Embedment Pressure Pressure NOA #12-0628.01 STOREFRONT DOOR DH-350 U.S. ALUMINUM Impact Im ac Resistant Anchors: 1/4" Ultracon by 'Elm' @ Head, Sill and Jamb Attachment: Head - 2-1/2"" max from corners See Structural DW9 s +75 / -75 Type 'A' Head - max O.C. 6- 1 Jamb - 6-1/2" max from corners Jamb - 12 max O.C. Sill - 3-1//2" max from corners Sill - 15-1/2" max O.C. Embedment: 1-3/8" min into concrete NOA #11-0927.06 STOREFRONT WINDOWS DHS-500 U.S. ALUMINUM Impact Resistant P Anchors: 1/4" Ultracon by'Elco' @ Head, Sill and lamb Attachment: Head/Sill - 4" max from corners See Structural DW S g +100-130 / TYPe'A' Head/Sill - 17" max O.C. Jamb - 6" max from corners Jamb - 12' max O.C. Embedment: 1-3/8" min into concrete NOA #12-0305.13 DOUBLE DOOR DBL Outswing Ingersoll-Rand N/A Sill Anchors: 1/4 dia x 1-3/4" Tatters Attachment: Sill - 4"max from corners rUeU raW SStructural DS g +75/ -75 Door '.max Sill - 11' max O.C. Jamb Anchors: 3/16" dia wire anchor Attachment: jamb - 10" max from top, 14" max from bot. jamb - 24" max O.C. NOA #12-0305.14 SINGLE DOOR Outswing Ingersoll-Rand N/A Sill Anchors: 1/4 dia x 1-3/4" Tapcons Attachment: Sill - 4" max from corners See Structural Dwg 5 +75 / -75 Door Sill - 11" max O.C. Jamb Anchors: 3/16" dia wire anchor Attachment: jamb - 10" max from top, 14" max from hot. - jamb - 24" max O.C. Product Model # Manufacturer Attachment Method Type, Building Design Product Design Size, Spacing, & Embedment Pressure Pressure ROOF _ TO BE PROVIDED BY METAL BUILDING FABRICATOR Siding Stucco Finish Wall with Smooth/Textured Stucco Finish See Cover Sheet N/A Soffit Smooth Smooth Stucco Finish on High Rib Lathe See Cover Sheet N/A Stucco on High Rib Lathe I have reviewe product approval information and and approved it. Name: Nicole N o ssroads Architecture Inc. Signature: Certification er: AR 91 7/ AA26000832 Date: - 0 INDEX OF D RAW I N G S Revised xx-xx-xx Sheet Sheet Title Issued Revision A0.1 Cover Sheet, General Information & Notes 24-Apr-14 26-Jun-14 A1.0 U.L. Penetration Details 24-Apr-14 26-Jun-14 A1.1 Wall Types 24-Apr-14 26-Jun-14 A1.2 Wall Types 24-Apr-14 26-Jun-14 A2.0 Life Safety Plan & Notes 24-Apr-14 xx-xx-xx A2.1 Overall Ground Floor Plan 24-Apr-14 20-Jun-14 A2.la Partial Ground Floor Plan, Legend & Notes 24-Apr-14 20-Jun-14 A2.1b Partial Ground Floor Plan, Legend & Notes 24-Apr-14 20-Jun-14 A2.1c Partial Ground Floor Plan, Legend & Notes 24-Apr-14 20-Jun-14 A2.2 Overall Reflected Ceiling Plan 24-Apr-14 20-Jun-14 A2.2a Partial Reflected Ceiling Plan, Legend & Notes 24-Apr-14 20-3un-14 A2.2b Partial Reflected Ceiling Plan, Legend & Notes 24-Apr-14 20-Jun-14 A2.2c Partial Reflected Ceiling Plan, Legend & Notes 24-Apr-14 20-Jun-14 A2.3 Roof Plan 24-Apr-14 20-Jun-14 A2.4 Window and Finish Schedule 24-Apr-14 26-Jun-14 A2.5 Door Schedule 24-Apr-14 xx-xx-xx A2.6 Enlarged Plans & Interior Elevations 24-Apr-14 xx-xx-xx A2.7 Enlarged Plans & Interior Elevations 24-Apr-14 xx-xx-xx A2.8 Enlarged Plans & Interior Elevations 24-Apr-14 xx-xx-xx A3.1 Exterior Elevations & Notes 24-Apr-14 20-Jun-14 A3.2 Building Sections & Notes 24-Apr-14 20-Jun-14 A3.3 Building Sections & Notes 24-Apr-14 20-Jun-14 A3.4 Wall Sections & Notes 24-Apr-14 20-Jun-14 A3.5 Front Entry Sections and Details 24-Apr-14 20-Jun-14 A3.6 Front Entry Sections and Details 24-Apr-14 20-Jun-14 S1 General Notes 24-Apr-14 xx-xx-xx S2 Foundation Plan and Details 24-Apr-14 xx-xx-xx S3 Roof Framing Plan 24-Apr-14 xx-xx-xx S4 Building Elevations 24-Apr-14 xx-xx-xx S5 Building Sections 24-Apr-14 xx-xx-xx S5.1 Wall Sections 24-Apr-14 xx-xx-xx S6 Structural Details 24-Apr-14 xx-xx-xx M-1 HVAC Genral Notes, Symbols & Schedules 24-Apr-14 xx-xx-xx M-2.1 Mechanical HVAC Plan 24-Apr-14 xx-xx-xx M-2.2 Kitchen Hood Details 24-Apr-14 xx-xx-xx M-3.1 Mechanical HVAC Details 24-Apr-14 xx-xx-xx M-3.2 Mechanical HVAC Details 24-Apr-14 xx-xx-xx P-1 Plumbing Legend, Notes, Schedules & Details 24-Apr-14 xx-xx-xx P-2.1 Plumbing Plan Waste -Vent & Gas 24-Apr-14 xx-xx-xx P-2.2 Plumbing Plan Water 24-Apr-14 xx-xx-xx P-3 Plumbing Waste -Vent Riser 24-Apr-14 xx-xx-xx P-4 Plumbing Water Riser 24-Apr-14 xx-xx-xx E-1 Electrical Legend, Specifications & Abbreviations 24-Apr-14 xx-xx-xx E-2 Electrical Power Systems Plan 24-Apr-14 xx-xx-xx E-3 Electrical Lighting Systems 24-Apr-14 xx-xx-xx E-4 Panel Schedules, Riser, Details & Calculations 24-Apr-14 xx-xx-xx E-5 Panel Schedules, Riser, Details & Calculations 24-Apr-14 xx-xx-xx OWNERS: Savanna Club Tom Brown & Dennis Sutton 3492 Crabapple Drive Port St. Lucie, Florida 34952 (772)834-3077 PROJECT CONTACTS ARCHITECT: Crossroads Architecture Inc. Niki L. Norton, R.A. 1235 SE Indian St., Ste. 103 Stuart, Florida 34997 (772)287-7330 STRUCTURAL ENGINEER: CSM Engineering Charles A. Darden 1235 SE Indian St., Ste. 103 Stuart, Florida 34997 (772) 220-4601 MEP: Fort Pierce Engineering, Inca Eric J. Svoboda 315 South 7th Street Fort Pierce, Florida 34950 (772)672-4636 Y O= U N C Tp L O C L= C _ L E v a o rnY ¢ soo�P.- q 3 o z i O O 0 nt 10 ut a � ,e ut m c ma mute U H a o m= w d a - c p � � " a -0-0 O W ,%+ T ay �t� 0) m _ rn�N« 3 L 0 y ._ = O U = Y N U 9 O L O T UI L = L ul 3 C O 10 u 3 u a �zan O vU n =no_U8Po U90=,M= a a E a a xr I. IFM1Yti yiC.� ss'uoAYY ("J -�j Rev. # Date 1 20-Jun-14 Coordination Revisions 2 26-Jun-14 Bldg Dept Comments Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet A O ■ Cover Sheet }. 'cam- Location Map i Site PCN 3425-704-0015-000-3 SECTION / TOWNSHIP ! RANGE 25:36S :40E PARCEL AREA 28.527 AC. ZONING PUD FUTURE LAND USE RU USE GOLF COURSE WITH CLUBHOUSE AMENITY EXISTING BUILDINGS (TOTAL SQUARE FOOT) 24,712 S.F. EXISTING BUILDINGS TO BE REMOVED 14,074 S.F. EXISTING BUILDINGS TO REMAIN 10,638 S.F. PROPOSED CLUBHOUSE 14,348 S.F. BANQUET HALL, BATHROOMS, EXERCISE ROOM, LIBRARY, EQUIP AREAS TOTAL BUILDING SQUARE FOOTAGE 24,986 S.F. TOTAL INCREASE IN BUILDING SQUARE FOOTAGE, 274 SF 1% FINISHED FLOOR ELEVATION 18.5 BUILDING SETBACKS FRONT 26', SIDE 60', REAR 44' PROPOSED BUILDING HEIGHT 18' FLOOD ZONE X Parking Data PARKING SPACES REQUIRED GOLF COURSE WITH CLUBHOUSE AMENITY (8.7 PER HOLE * 18) 157 PARKING SPACES PROVIDED VEHICULAR SPACES 118 ADA ACCESSIBLE SPACES 12 GOLF CART SPACES 77 PARKING SPACES PROVIDED 207 Legal Description A PORTION OF PARCEL D-2, SAVANNA CLUB PLAT NO. FOUR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 30, PAGE 15, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. Development Team Owner Architect Landscape Architect Savanna Club HOA, Inc. Niki L. Norton-Gozdz, R.A. Sean Leddy, R.L.A. 3492 Crabapple Drive Crossroads Architecture McCarty & Associates Port Saint Lucie, FL Phone: 772-287-7330 Land Planning and Design Phone: 772-341-9322 Site Planner Surveyor Engineer Copyright All Ideas, designs arrangements, and plans Indicated or Michael T.McCarty �l MichaelT.Owen LeoGian de,P.E. #66387 9ran represented by this drawing are owned by and the propetyof the designer, and were created, evolved, and developed for McCarty & Associates GeomaticsServices, Inc. McCarty & Associates use on and In connection with the specified project. None of such Ideas, designs, arrangements, or pans shall be wed by Land Planning and Design Professional Surveyors & Mappers Land Planning and Design or disclosed to any person, firm, or corporation for any Phone: 772-341-9322 Phone: 772-419-8383 Phone: 772-341-9322 designerWhatsoeve wflhout Nawlgen perm ss ono he LJ L--I I I EXIST. POOL DECK, TO REMAIN PARCEL 6 LAKE WHITE VINYL FENCE PAR( 5 Parcel Map Scale: I" = 400'-0" MIN. SETBACK REQ, FRONT SIDES CNR SIDES REAR. SITE PLAN ADJUSTMENT 1, APPROVED r3 wi. �`,� Approval Date W. OA< _N.. 11-A)C4 Approval Doc. & Number Saole: I' = 20'-0" %, �" - wi 0' 5' 10' 20' 4I09 S1 ART®Fr. 1ffiRCE 772.341.9322 www.McCartyLandPlanning.com Mike@McCartyLandPlanning.com Drawn By SL Checked By M. McCarty Scale Drawing Date 1 11=201-011 11-16-12 05-31-13 dre comments 07-24-13 client comments 08-28-13 1r. Sheet �. i M ,.,..,. P ..<. .-.. .., ..»-:...... .. .... ..... .._.. � .,.:...,. r^.r .. ;r:re ... a.:.. �T.m .r•,•. •.. .*s. n•. .�.. 1. nrv^r-c..w�5 ry '.sG- 31 Irv+ ,m z!P 1 I . I • PCN 3425-704-0015-000-3 SECTION / TOWNSHIP / RANGE 25:36S :40E PARCEL AREA 28.527 AC. ZONING PUD FUTURE LAND USE RU USE GOLF COURSE WITH CLUBHOUSE AMENITY TOTAL BUILDING SQUARE FOOTAGE 24,986 S.F. BUILDING SETBACKS FRONT 26', SIDE 60', REAR 44' FINISHED FLOOR ELEVATION 18.5 PROPOSED BUILDING HEIGHT 18' FLOOD ZONE X ent Area LIMIT OF DEVELOPMENT AREA 38,957 S.F. / 0.89 AC. EXISTING BUILDINGS (TOTAL SQUARE FOOT) 24,712 S.F. EXISTING BUILDINGS TO BE REMOVED 14,074 S.F. PROPOSED CLUBHOUSE (TOTAL SQUARE FOOT) 14,348 S.F. PROPOSED BUILDINGS (TOTAL SQUARE FOOT) 24,986 S.F. TOTAL PERCENTAGE INCREASE IN BUILDING SQUARE FOOTAGE 1 % BUILDING SETBACKS FRONT 26% SIDE 60', REAR 44' FINISHED FLOOR ELEVATION 18.5' PROPOSED BUILDING HEIGHT 18, FLOOD ZONE X Parking Data PARKING SPACES REQUIRED GOLF COURSE WITH CLUBHOUSE AMENITY (8.7 PER HOLE - 18) 157 PARKING SPACES PROVIDED VEHICULAR SPACES 118 ADA ACCESSIBLE SPACES 12 GOLF CART SPACES 77 PARKING SPACES PROVIDED 207 Legal Description A PORTION OF PARCEL D-2, SAVANNA CLUB PLAT NO. FOUR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 30, PAGE 15, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. Notes 1. ALL EXOTIC VEGETATION SHALL BE REMOVED FROM THE DEVELOPMENT AREA PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 2. PROPOSED TIMETABLE FOR CONSTRUCTION: "ALL BUILDING PERMITS SHALL BE OBTAINED AND ALL CONSTRUCTION COMPLETED WITHIN TIME FRAME CONSISTENT WITH ST LUCIE COUNTY ORDINANCES." 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LAYOUT DIMENSIONS IN THE FIELD. REPORT ALL DISCREPANCIES IMMEDIATELY TO THE LANDSCAPE ARCHITECT FOR DECISION BEFORE CONSTRUCTION. 4. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL BUILDING DIMENSIONS. 5. CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE. FIELD AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE LANDSCAPE ARCHITECT FOR DECISION. 6. ALL FILL FOR BERMING AND PLANTING BROUGHT TO THE SITE SHALL BE CLEAN, FRIABLE SANDY LOAM OF SLIGHTLY ACID TO NEUTRAL PH. ALL FILL SHALL BE FREE FROM STICKS, ROCKS, MARL, SOD AND OTHER DEBRIS. 7. REMOVE ALL ROAD BASE, SHELLROCK, MARL, CORAL ROCK, AND RUBBLE 30" MIN. BELOW FINISH GRADE FROM ALL NEW PLANTING AREAS AND TREE PITS. BACKFILL WITH SUITABLE SOIL AS APPROVED BY LANDSCAPE ARCHITECT. MAINTAIN EXISTING GRADE AT EXISTING TREES. 8. NEW EARTHWORK SHALL BLEND SMOOTHLY INTO EXISTING GRADE. 7. ALL PAVED AREAS MUST PITCH TO DRAIN AT MIN. OF 118" PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK. 9. CONTRACTOR SHALL PROVIDE IRRIGATION TO, AND DRAINAGE FROM ALL PLANTERS. Drainage Notes 1. MATCH ALL EXISTING GRADES ALONG SIDE PROPERTY LINES. 2. PROVIDE SWALES ON BOTH SIDE PROPERTY LINES. NO WATER SHALL DRAIN ONTO NEIGHBORS PROPERTY. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE SITE DRAINAGE. AWAY FROM ALL STRUCTURES INCLUDING BUT NOT LIMITED TO PLANTERS, COURTYARD PLANTING AREAS, HARDSCAPE SURFACES AND ARCHITECTURAL ELEMENTS. 4. CONTRACTOR SHALL PROVIDE DRAINAGE FROM ALL PLANTERS. Development Team \\ r \ � 1 Owner Architect Landscape Architect Savanna Club HOA, Inc. Niki L. Norton-Gozdz, R.A. Sean Leddy, R.L.A. 3492 Crabapple Drive Crossroads Architecture McCarty & Associates Port Saint Lucie, FL Phone: 772-287-7330 Land Planning and Design Phone: 772-341-9322 Site Planner Surveyor Engineer alIaa Michael T. McCarty Michael T. Owen Leo Giangrande, P.E. #66387 made, McCarty & Associates Geomatics Services, Inc. McCarty & Associates use °" such u Land Planning and Design Professional Surveyors & Mappers Land Planning and Design or disc Phone: 772-341-9322 Phone: 772-419-8383 Phone: 772-341-9322 auarrens: II II (I i EXIST.5UILDING II (TO REMAIN) i I \l j LJ L-_� I 1 JIJ I 1 I II I I I I II L-� u I , PARCEL 6 LAKE WHITE VINYL FENCE LIMIT OF OVERHANG, TYP. f DEVELOPMENT AREA EXISTING EUILOINGS � � N89.30'01-E 161.eV(C) rOBEREMOVED, TYP. --�----- _----_- — — — — — — — — — — — — — — — — — — — - ,,���"I --- EXIST. BLDG. I �1b• 41 -J------ — ------------ EXIST. ROOF \ 7 \ ' EXISTING SHII :XIST. e- \ \ R.OAJ. CONC. WALK ® ' FCOURTARD 'ORCE MAIN \ \ 6' WIDE. GONC. WALK ♦ \ — — 5 Ell F1 , 1 EXIST. ROOF I g \ ! EXISTINGI -- --------- ----- - HORSESHOE PITS � EXIST ASPHALT �♦ \ g� EXIST. CONC. SIDEWALK J TO BE REMOVED \ a� 3T. LIGHT POLE REMAIN, TYP. `- EXIST. TENNIS COURTS LAND PLANNING AND DESIGN STUART • FT. PIERCE 772,341.9322 www.McCartyLandPlanning.com Mike@McCartyLandPlanning.com SITE PLAN ADJUSTMENT APPROVED r- Approval Da e Approval Doc. & Number SL Checked By M. McCarty Scale 1 "=201-0'" ®ramming ®ate 11-16-12 05-31-13 11 EXIST. dre comments 07-24-13 L TENNIS client comments 08-28-13 COURTS � NORTH Sc cile: 1" 20'-0" 0' 5' 10' 20' 40'-# e7,,Sheet 2 of 2 'Site PGN 3425-704-0015-000-3 / _ SECTION / TOWNSHIP / RANGE 25.36S :40E �� OO h� L-_.-_. PARCEL AREA 28.527 AC.�O. ZONING PUD FUTURE LAND USE Legal Description A PORTION OF PARCEL D-2, SAVANNA CLUB PLAT NO.. FOUR, ACCORDING TO THE �0�D ---, PLAT THEREOF, AS RECORDED IN PLAT BOOK 30, PAGE 15, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. Deveipment Area ..Y AREA 38 957 S.F./0.89 AC. r i F DEVELOPMENT, LIMIT OI EXISTING BUILINGS TO BE REMOVED (INCLUDES WALKS UNDER ROOF) 14,074 S.F. \ PROPOSED CLUBHOUSE 14,348 S.F. \\" MATCHING EXISTING MATCH GRADES (TYP) 0) COINC GRAD ....-_..-._ LEGEND PROPOSED NEW ASHALT \\ < < A / /1 REMOVE EXISTING CONCRETE/ASPHALT j / / \ ° ,'e e < e < d `? + e' de . < — b PROP CONC PAD (Iy. °D PROPOSED CONCRETE 4 EX LIFT STATION ANDil �\ �P��� MATCH EXISTING \\ FORCEMAIN UNDER GRADNOTES \ PROPOSED FOOTPRINT CONST. 4°x4° CON +' / TO BE REMOVED PAD (TYP) REPAIR FORCEMAIN TO EXISTING BUILDING ( 44' 1. REFER TO SITE PLAN FOR LIMITS OF BUILDING AND ROOF FROM, �TMP�E REMOVED L- REMOVAL/DEMOLITION. CONSTRUCT PARKING REMOVE EXISTING MAIN BUILDING L — — -- - - MAINTAIN FLOW ,FROM' ALL AREAS OF ASPHALT OR CONCRETE REMOVAL SHALL HAVE ENTIRE I i SPACE PER PROPOSED ASPHALT CONC. BASE REMOVED AND REPLACED WITH CLEAN FILL MATERIAL SUITABLE FOR / ASPHALT DETAIL If INCLUDING AND CLUBHOUSE �� -- — - LANDSCAPING, UNLESS OTHERWISE NOTED. r MATERIAL WITH `e� :3. PROPOSED CLUBHOUSE TO UTILIZE EXISTING WATER SERVICE. ALL WATER LANDSCAPING SUITABLE FFE=i�°5® SERVICES FOR EXISTING BUILDINGS (INCLUDING FAIRWAYS BUILDING) SHALL BE j 1 PROP 38 LF. �O �j ' O __-, CUR® O. I MAINATIANED AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR TO �1 " / O - - r -- - -- ';RELOCATE EXISTING SERVICE/BACKFLOW ASSEMBLY TO 5' MINIMUM OUTSIDE �' \ 6' NO" 1 PROPOSED CLUBHOUSE FOOTPRINT. ANY POTENTIAL SHUT DOWNS OF WATER ! \17 SERVICE TO EXISTING FACILITIES SHALL BE BE APPROVED BY THE SAVANNA e ' CORE INTO EXISTING da . CLUB PROJECT MANAGER OR ENGINEER. / EXISTING BUILDING I i; ExlsTlrir, BUILDftuc, a w CL SANITARY MANHOLE / < d e -- __- (TYI') TO BE REMOVED (TYP) e ' TO' BE RE OVED ' 4. PROPOSED CLUBHOUSE DEVELOPMENT HAS A NET INCREASE OF 274 EX RIM ELEV.m18.10 ! 11 e ` °� ,.'• ° 8- PVC ROOF SQUARE FEET OF ADDTIONAL IMPERVIOUS AREA WHEN COMPARING THE CORE 6- SERVICE LE.®13.60 � � d ° .(�;) °'°' : ��� . • ` WITH CLE j EXISTING CONDITION TO THE PROPOSED. j CONTRACTOR TO FELD -.._,:._-__- 5. SAWCUT ALL CONCRETE JOINTS WHEN MATCHING EXISTING TO PROPOSED , VERIFY WITH ENGINEER ; 6 ° ° CONCRETE WALKS. 1 c s' °� a l M, 4' 7 12'' - 13 12' ° GRADE ALL SIDEWALKS AWAY FROM BUIILDINGS TO MATCH EXISTING ® ^ ' SURFACE FLOW PATTERNS. 1 d ° \ e 7. PROPOSED GOLF CAR PARKING SHALL BE 5'X10' AND STRIPED WITH 6" 24 ® ��� ° rY ro CLEAN -OUT d ----- RED ELD LO TE 1 WHITE PAINT. WARNING SURFACE PROPOSED ° _ - —II 0 8. PROPOSED PARKING SPOTS OVER EXISTING ASPHALT SHALL HAVE THE EXISTING ASPHALT REMOVED AND BASE ROCK REWORKED UNDER THE �, O G SPACES WILL REQUIRE 1 � DOT INDEX 304 ENGINEERS OBSERVATION. THESE PARKIN TYPE SP-9.5 WITH REWORKED ROCKBASE. �� 9., ALL FIRE LINE UTILITY WORK WILL BE COORDINATED WITH CITY OF PORT EX,O P 1 ST LUCIE UTILITY DEPARTMENT PRIOR TO COMMENCEMENT OF CONSTRUCTION. \ ! MATCH EXIST 10." PROPOSED CLUBHOUSE FACILITY SHALL CORE INTO EXISTING SANTIARY \� / ( EXISTING BUILDING MANHOLE FOR SERVICE CONNECTION. THE EXISTING MANHOLE CONNECTION IS To BE REMOVED (r�P) II CONC GRADE A PRIVATE MANHOLE THAT IS PART OF THE SAVANNA CLUB PRIVATE ORE I EXISTING STORM REMOVE 1ST CONC e ° I \ CT- PVC OF DRAIN WITH ESS TO OUIPMENT 'WASTEWATER TREATMENT SYSTEM. ` 30- INUM COVER ROOM \ --- _. / e..:. I 7VIPY RA R TO FIELD I W ENGINEER - °� AVEMENI' RESTORATION - -- '- -- - - - -- ti00 ER PAVEMENT CROSS h - r \ ` ECTION AND UTILITY, L _ c�T DETAILS —� ° -- --- ----- \ , - O r _ IANDnANNINO ANDDFSION STUART •F F. PIERCE 772.341.9322 www.McCartyLandPlanning.com Mike@McCartyLandPlanning.com --- L �j lb NID -� CORE INTO EXISTING STORM 0 8- PVC ROOF DRAIN WITH� 300 MIMINUM COVER LL CONTRACTOR TO FIELD O VERIFY WITH ENGINEER 3 Lu i._ l . 0 o Llj z- __- C� lJ (J l'Y U ' 0 REMOVE EX. 8- PVC ROOF D 16 a° A/C PADS _....: WITH CLEANO ( - ` I \ \ lad b ••, V "�_ 6 FlRELINE 03ACKFLOW , REMOVE EX. �� �`b h \ ` - --._ U D PREVENTOR \ \ 0, hO ! I lb O SITE PLAN �a APPROVED m , * � \ ADJt1STME \ N :p sr � 9 CO RCT 11D L 24"DETECTABLE :r D� ��� i O 4r .. Approval ll " FlRELINE WARNING SURFACE \1 \ prova Date 1 \ \ PER DOT INDEX`304 "WLU � Approval Doc. & Num ' C Drawn By LDG CON CT 8-X6" �� L TAPPING AND �� Checked Dy LDG VE PA ENT RE TION PER PAVEMENT CR �� i 1''i'"�201-01' , CALL HOURS BEFORE YOU DiG IN FLORIDA i • 4 0 SUNSHINE STATE ONE CALL OF r SECTION AND U-AUTY ` ROAD CUT' DaLS ; \ CGI %,- g 16-3-13 ` Drawing Date i DRC COMMENTSI11/24/13 PER CLIENT UTILITY SVCS REV 8/2�/1,3 FINISH COVER MARKED "SEWER" MATCH AND PAINTED GREEN FINISH GRADE GRADE u r ACCESS BOX AND COVER CONCRETE COLLAR W/ (1) #4 REBAR SCREW CAP/PLUG 6" RISER 6" 45• PVC ELBOW MARKER BALL 45' PVC WYE (SEE NOTE #3) PVC PVC CAP AT NOTES: TERMINUS PRODUCT LIST SHALL BE USED. OVER ON THE QUALIFIEDFIA 1. AN ACCESS BOX AND C 2. CLEANOUT ASSEMBLY SHALL BE INSTALLED AT A MAXIMUM 75' INTERVALS AND AT TERMINAL POINT OF THE PSLUSD RESPONSIBILTY. THE LOCATION SHALL BE IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS. 3. MARKER BALL SHALL BE STRAPPED TO THE ELBOW. DETAIL• W W-08 MINIMUM CONSTRUCTION STANDARDS FOR E CITY OF PORT ST. LUCIE DATE 031MIO 800&E.000RHLANE SANITARY SEWER CLEANOUT sGALE:x.r.s PORT ST. LUCIE, FL 34983 PHONE. (772) 673-MOO FAX (772) 873.6433 SHEET: 1 OF i SOLID COPPER LOCATOR WIRE _ SHALL BE PLACED ON TOP OF PIPE .AND LOOPED AT EACH BELL FOR FINISHED GRADE ALL WATER AND FORCE MAINS FINAL BACKFILL ",-SEE NOTE #4 L6" (FLAT MIN. 6" MIN. rc� ��120 I12" MAX. IT -AMP) \ �. MAX. ul< INITIAL \ PIPE ZONE wW BACKFILL PIPE\ ,. (SIDE TAMP) w HAUNCHING / I �/ ; ` .v BEDDING "ENCOUTE IS \ %; i, ~UNDISTURBED SOIL ENGOUIRTERED) � ;��Jhr • MOTES: 1. FOR TRENCHES REQUIRING SHEETING, SHORING, SAY BRACING, TRENCH JACKS OR TRENCH BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. 2. IF THE MAXIMUM. TRENCH WIDTH MUST BE EXCEEDED, THE AREA OUTSIDE OF THE MAXIMUM EMBEDMENT SHALL BE COMPACTED TO FINAL 8 CK%1- REQUIREMENTS. IF THE PIPE iS INSTALLED IN A COMPACTED EMBANKMENT, THE EMBANKMENT SHALL BE IN PLACE AND COMPACTED TO 12 MIN, COVER BEFORE INSTA LATION OF PIPE, 3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACTED DEPTH OF 4 TO B INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED. 4. THE CONTRACTOR SHALL COMPLY WITH REQ IREMt1NTS OF THE FLORIDA TRENCH SAFETY ACT, 5. AN APPROVED LOCATOR WIRE SHALL BE USED P R THE. QUALIFIED PRODUCTS LIST. 6. EARTHWORK, EXCAVATION,. BACKFILL AND CO PAC ION SHALL BE IN ACCORDANCE WITH PSLUSD STANDARDS, DETAIL: G414 TANDARDSFOR MINIMUM CONSTRUCTION a UC DATE: 03/201 CITY OF PORT Si. L IE O "^ a PIPE TRENCFY CROSS STANDARD P 0RS.F. 000EN LANE 0 SCALE: N.T.S. (}' LUCIE, FL 0 FAX SECTION PORT ST, t 772 8738933 NO-R TT2 87Y OFA%... PHONE _I 1 SHEET: OF 1 2,500 PSI CLASS I CONCRETE SLOPE TO SWALE 4" SLOPE (2% MAX)111 •r �v%,�a.i ,•'Y;yY X.7;.:kT,r'Y,f 0•:1 STABILIZE SUBGRADE TO A LBR 40 DENSITY SHALL BE 98% OF MAXIMUM AS DETERMINED BY NOTES: AASHTO T-180 METHOD 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 350. 2• PROVIDE EXPANSION JOINTS 20' CENTER TO CENTER, AT PC & PT OF CURVES, JUNCTIONS OF EXISTING & NEW SIDEWALKS, AND WHERE SIDEWALK ABUTS BUIDLINGS, CURBS, DRIVEWAYS & SIMILAR STRUCTURES. 3. PROVIDE CONTRACTION JOINTS 5' CENTER TO CENTER. 4. SOD SHALL BE PLACED BELOW EDGE OF SIDEWALK TO ALLOW DRAINAGE. TYPICAL SIDEWALK N.T.S. ALT PAVEMENT 8 a TYPE D CURB N.T.S. NOTE: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS. 2. SAWCUT CONTRACTION JOINTS ON 10' CENTERS MAX. WITHIN 48 HOURS AFTER POURING CURB. i BASE REPLACEMENT TRENCH LIMITS OF NEW WIDTH I PAVEMENT - - -I I TRENCH WIDTH SEE NOTE 1 (I W-CUT AND .MOVED EXISTING ASPHALT) MECHANICAL SAW CUT EXISTING PAVEMENT IN A NEAT STRAIGHT LINE (TYPICAL) LAN VIEW P TACK COAT ALL SURFACES & EDGES OF 12". 12".6" 6" 12" 12" .ASPHALTIC CONCRETE OF EXISTING MIN MIN. TYPE & THICKNESS TO PAVEMENT MATCH THE ADJACENT ROAD (MIN. 1" THICKNESS) APPLY TACK COAT TO MECHANICAL SAW CUT EXISTING CONCRETE EXISTING PAVEMENT PAVEMENT (TYPICAL) ', ,. EXISTING BASE FINAL BACKFILL CONCRETE (SEE NOTE 5) INITIAL g BACKFILL ''. 1.2" 12" TRENCH WIDTH SECTION VIEW 1.PpVEMENT RESTORATIONS FOR LONGITUDINAL CUTS IN ALL STREETS SHALL BE FULL LANE WIDTH, WITH FULL LANE WIDTH RESURFACING FOR EACH LANE WITHIN THE LIMITS. OF THE CUT. 2.WHEN AN ARTERIAL OR MAJOR COLLECTOR STREET IS OPEN CUT WITHIN THE LIMITS OF THE ROADWAY INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE.. 3.WI1EN STREETS OTHER THAN ARTERIALS OR MAJOR COLLECTORS ARE OPEN CUT MORE THAN TWO TIMES AT THE INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE. TV 0 OPEN CUTS OR LESS AT THE INTERSECTION WILL REQUIRE OVERLAYING WITH ASPHALT ONLY IN T E OPEN CUT AREA. T T MARKINGS. PRIOR TO OVERLAY. DOCUMENT ALL.PAVEMEN BE REQUIRED CONTRACTOR SHALL D Q TO 4. E RA PAVEMENT PLACE NEW PAVEMENT MARKING S AT THE SAME LOCATIONS. THE CONTRACTOR SHALL THEN M KINGSSHALL BE IN ACCORDANCE TO F.D.O.T. STANDARDS. 5.3,. 00 PSI CONCRETE WITH FIBER (8" MIN,) 6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD STANDARDS. ALL BACKFILL SHALL MEET DENSITY REQUIREMENTS OF 100% T-180. _ - DETAIL: GA5 ,l O STRUCTI N STANDARDS FOR e J' " c CITY OF FONT ST. LUCIE UTILITY ROAD CUT PA�E �IENIT DATE: 0312010 900 S.E. OGDEN LANE �l1 PORT ST. LUCIE, FL. 34983 RESTORATION SCALE: N.T.B. PHONE (7721873.0400 FAX (772) 8T3-8993 SHEET: i OF 1 WIRE FINISH 36" I MIN. LC MATCH EXISTING SURFACE .ROAD MATERIAL VALVE BOX RISER PIPE. NRS FIANCE X MECHANICAL JOINT GATE VALVE NEW MAIN TArrIIVU Z PL Vc_j \- BAG OF CONCRETE -MIX (S.E NOTES) 1; HE VALVE BOX AND COLLAR SHALL BE IN ACCORDANCE WITH STANDARD DETAIL G-07. 2, TAPPING SLEEVE SHALL BE PER QUALIFIED PRODUCTS LIST. 3. THRUST BLOCKS MAY BE REQUIRED AT THE UTILITY'S DIRECTION. (CASE BY CASE); 4. i O TAP WILL BE ALLOWED CLOSER THAN 5 FEET FROM ANY JOINT, FITTING OR EXISTING TAPjj ALONG THE MAIN. D[ (MI 073.6433 WET TAP ASSEMBLY 24"WATER, SEWER OR REUSE CAST 1N COVER AS APPLICABLE 4" I - WIRE PART I 3.0 X }" THICK BRONZE DISC ANCHORED IN CONCRETE PAD WITH HOOK DISPLAYING A" DEEP A 6'GV A LETTERS GAST INTO DISC STATING NUMBER OF 24" TURNS TO OPERATE & 'SCHEMATICALLY IDENTIFIED IDL TURNS MAIN & VALVE LOCATION 12" • a" 1 3"_..I� L1.2" 4" PIN FOR CONCRETE VALVE COLLAR ANCHOR SECTION A -A #4 REBAR 24" X 24" X.6" THICK CONCRETE. COLLAR FINISH GRADE MATCH EXISTING SURFACE ROAD MATERIAL WIRE PORT CAST IRON VALVE BOX z VALVE BOX ALIGNMENT DEVICE LOCATOR- (SEE NOTE #2) WIRE VALVE IL RISER PIPE PIPE PER APPROVED. PLANS BAG OF CONCRETE MIX NOTES: 1. WHEN TOP OF OPERATING NUT IS DEEPER THAN 30", A HIGH STRENGTH STEEL EXTENSION WILL BE REQUIRED TO BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED. 2. A VALVE BOX ALIGNMENT DEVICE SHALL BE PROVIDED TO ELIMINATE SHIFTING OF THE VALVE BOX AGAINST THE OPERATING NUT, 3. BOLT DOWN COVER SHALL BE USED IN ALL AREAS. 4, C900 P.V,C. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX IF NEEDED. 5. RPM'SSHALL NOT BE INSTALLED IN CROSSWALKS OR PEDESTRIAN WALKWAYS, 6. THE TOP ;SIDE OF THE VALVE BOX COVER AND THE INSIDE OF TOP SECTION OF THE VALVE BOX SHALL BE PAINTED BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED WATER MAINS. 7. VALVE SHALL BE INSTALLED SO THAT .OPERATING NUT AND VALVE BOX ARE LOCATED ON THE. RIGHT-OF-WAY SIDE OF THE MAIN, MINIMUM CONSTRUCTION STANDARDS Poo DETAIL: G,07 1=.�t CITY OF FORT ST. LUCIE DaeATE,, 031201. "0 S.E. OGDEN LANE TY PICAL PICAL VALVE BOA AND COLLAR l' .s �.._. PORT ST. LUCIE Ft 34983 ALE: N.T PHONE 772 873-fi400 FAX 772 BT39433 / 1 I J 8 HEFT: i OF i UTILITY MAWTAU CUSTOMER MAINTAINED SEE TYPICAL VALVE - BOX AND COLLAR` DETECTOR METER DETAIL 0-07 FROM MAIN FLOW --► TOCONSUMER 2e •.DOUBLE CHECK/DETECTOR IISgI.ATION VALVE.. BAOKFLOW PREVENTION -_ASSEMBLY SEENOTE #4. VARIES PLAN VIEW RESIDENT SEAT OS&Y GATE VALVE (TYP) 9o- (TYP). pG (oa n SEE NOTE #2 12" MIN. " .FINISH GRADE 8 24" MAX; MIN_ 6" THICK CONCRETE (3,000 PSI) WITH 6X6 WIRE MESH .ADJUSTABLE - DEPTH VARIES RESTRAINED PIPE JACK STANDS 30" MIN. PER DETAILS & ANCHORED TO PAD SPECIFICATIONS SIDE ELEVATION VIEW, NOTES: 1. ALL PIPE AND FITTINGS SHALL BE CLASS 53 DUCTILE IRON. 2, ALL UNDERGROUND FITTINGS SHALL BE RESTRAINED MECHANICAL JOINT TYPE & ALL ABOVE GROUND FITTINGS SHALL BE FLANGE JOINTS WITH FUU1 FACE NEOPRENE GASKETS, WITH STAINLESS STEEL BOLTS.: 3. A 3/6." STAINLESS STEEL CHAIN & LOCK SHALL BE PROVIDED BY CONTRACTOR FOR THE VALVES AS REQUIRED BY THE PSLUSD. VALVES TO BE LOCKED IN OPEN POSITION. 4. TO MAINTAIN CONTINUITY OF SERVICE DURING REPAIRS TO THE ASSEMBLY, AN ISOLATION VALVE SHALL BE PROVIDED ON THE UTILITY'S -MAIN AS SHOWN. 5 AT THE DIRECTION OF THE PSLUSD, BOLLARDS MAY BE REQUIRED TO PREVENT DAMAGE FROM ACCIDENTS. REFER TO DETAIL 0-15 FOR BOLLARD INSTALLATION. 6 ALL MATERIALS AND COMPONENTS USED, INCLUDING JACK STANDS, SHALL BE ON THE PSLUSD QUALIFIED PRODUCTS LIST. iFv-N MINIMUM CONSTRUCTION STANDARDS FOR OETAIL: W-O �T CITY OF FORT ST. LUCIE FIRE SERVICE DATE.aW2011' SEE &E. OGDEN LANE PORT ST. LUCIE, FL 3498E BAC.ICFLOW ASSEMBLY SCALE: 10.7.6:. PHONE (7721873.0400 FAE (772) 8f9.6435 - �I+.•" ONRR'n 1 OF'1 N 9 Y S IAND PIANN NG ANDDESIGN STUART *FT. PIERCE 772.341.9322 www.McCartyLandPlanning.com Mike@McCartyLandPlanning.com Ii 6CLar<7 imam " ® Law LL _ MONO t T • , vt 11 ES`�\®�\�� Drawn By __ LDG Checked By LDG Scale NA Drawing Date 6-3-13 SITE PLAN DISC COMMENTS 7/24/13 ADJUSTMENT AF'PR VED - --- -- �, -- - rava a e - Approval Doc. & Number . f ..•. n.,...Cv.+v..m }...: ,,.v a ...,r Existing Plant Symbol Key Existing tree/palm to remain Existine tree/palm to be removed �Ol EXiStlne tree/palm t0 be relocated On 51tva Exi5ting vegetation to remain Existing Tree Key AM = Adonidia merrillii / Christmas Palm AW = Acoelorrhaphe wrightii / Paurotis Palm CV = Callistemon viminalis / Weeping Bottlebrush LC = Livistona chinensis / Chinese Fan Palm QV = Quercus virginiana / Live Oak RI = Rhaphiolepis indica / Indian Hawthorn RR = Ravenea rivularis / Majesty Palm SA = Schefflera actinophylla / Umbrella Tree SR = Syagrus romanzoffiana / Queen Palm VOA = Viburnum odoratissimum 'Awabuki' WB = Wodyetia bifurcata / Foxtail Palm WR = Washingtonia robusta / Washington Palm Landscape Notes 1. Plant and landscape materials shall conform to the standards for Florida No. 1, as given in the Grades and Standards for Nursery Plants, Parts I & II, as prepared by the Florida Dept. of Agriculture and Consumer Services. 2. A 3" thick layer of organic non -cypress mulch shall be applied to all landscape and planting areas. 3. All invasive exotic vegetation as referenced by the Florida exotic plant council shall be removed from development area. 4. An automatic irrigation system shall be installed that is capable of providing 100% coverage to all landscape and planting areas. 5. Existing irrigation water source to be remain. Irrigation plans shall be provided prior to issuance of building permit. 6. Existing trees within the development area that are to remain shall be barricaded according to St Lucie County Ordinances. 7. This plan has been designed to meet with the tree planting requirements contained within the FPL document entitled "Plant the Right Tree in the Right Place." 8. For existing or proposed utilities, no tree shall be planted where it could, at mature height, conflict with overhead power lines. Large trees [ height at maturity of more than thirty (30) feet ] shall be planted no closer than a horizontal distance of thirty (30) feet from the nearest overhead power line. Medium height tree [height at maturity between twenty (20) and thirty (30) feet] shall be offset at least twenty (20) feet and small trees [ height at maturity of less than (20) feet ] require no offset. 9. No tree, shrubs, hedges or vines shall be planted within five (5) feet of any existing or proposed utility pole, guy wire or -pad mounted transformer. Palms should be planted at a distance equal to or greater than the average front length plus two (2) feet from power lines. 10. All existing shrubs and ground covers not shown within the development area are to be removed. 11. See Sheet L2 for plant specifications, planting details, and plantlist. Mltl atlon Chart r 1 / = QV l E \ \\ EXISTING \ ASPHALT --- \ \ PARKING \ LIMIT OF \ h1r DEVELOPMENT AREA RI 32 IV \\ \�I 11 QOV 30 I �� i 1 I 5' x 10' GOLF CART --- - PARKING SPACE, TYP. _10V If p8 F.F.E. 18 PEN 3 EXISTING \\ \ `. 38 a . . ASPHALT \ PARKING / 34 10' WIDE �CO� C. WALK ® 2R PA CAO. \ / PEN pE ' ® 32 ♦ \ EXIST. CART PARKING - - - 20 ♦ \ TO REMAIN, TYP. � ` \ a TAV `\ \\ EXIST. DRAIN 180 Y\ i 6 I FGI \ I I 82 S 8T • 46 CC PM 7 5, FGI \ CC 4' �, _ v 4 20. 1 24 f ING EXIST. TREE TO GI 54 15E REMOVED, TYP. 43 EXIST. OAK TREE — TO REMAIN, TYP. tA EXIST. LIGHT POLE AV 'X \ TO REMAIN, TYP. so 0 4'0 s \ 66` X S•, ♦ \ ♦ EXIS"* \ 50' RO.W.� ® f FORG AIN \ `♦ EXIST. 5' \ ♦ WATER MAIN ` \ 28 I QV IV --' q 14 I / EX15TING - / ASPHALT -. DRIVE i cv ' � EXIST. COl IN E COVERED ENTRANCE EXISTING 6' WIDE CONC. WALK ASPHALT PARKING QV-10' QV-li \ \ CSOP� EX15T. POOL 'EKED WALK LIMES UP V- `--- t -'- 1 RI iQV-28' `' 52 cv soD EXIST. POOL DECK,. TO REMAIN ROOF —1 OVERHANG, TYP. L---------A QV-I6' o u SATnl� :5r_UR!VF_D 9EX15T. TREE TO 5E REMOVED; TYP. RRPRESENT �W UNKS SA N EXIST. PALM TO 5E RELOCATED, TYP. - J I i g�i \ A s �� NPC ` S 0 CI 44 O co 80 16 D WHITE 1VOA�� VINYL PENCE POOL j EQUIP PAD r--------------------- --' �..i pOUTDOOR % �XIST. Roof GATHERING SPACE J �\ / PLAZA AREA ------------ I 6 LAKE--------------------- rLIMIT OF / DEVELOPMENT AREA I - r— - -------------------- I L_ _J .._- � EXIST. ROOF,'.- EXIST. LIGHT POLE 8 8 70 REMAIN, TYP. Y I �^ 3 PA S0D 27 - -- I EXISTING EXIST. SHUFFLE50ARD coNc. COURT WALKS I cl LIMIT OF _ 5s DEVELOPMENT AREA --- - -- • - -1 ---- - - -------- IL --J L------- EXIST.-J - - I I' 30 WALKWAY �D j- - --- - - - - - - --- `- - -- -- - - -- - -; i EXIST. j 1 `------------- ------._ --- 1 CONC. PE PATIO 3 PA 27 II �L J� EXISTING (I \ \ SHUFFLEE30ARD SOD COURT I I --- -------------- EXIST. ROOF EXIST. ____ HORSESHOE PITS II + / \\ 8' WIDE CONC. WALK \ yY ' II 11 � I ` EXIST. TENNIS COURTS EXIST. TENNIS COURTS LAND PSG AND DESIGN SMART • FT. 772.341.9322 www.McCartyLandPlanning.com Mike@McCartyLandPlanning.cnm CL LL 1 s i Drawn By SL Approval Doc. 8 NumbElr Checked By SL NATIVE TREES TO BE REMOVED SIZE (D.B.H.) LOCATION EXPLANATION CREDITS REQUIRED Scale 1 "=20'-0" Quercus virginiana / Live Oak 16" North Side of Proposed Clubhouse Proximity to Proposed Clubhouse 32 Drawing Date 11-16-12 Quercus virginiana / Live Oak 12" South Side of Proposed Clubhouse Trunk Leans at 45 Degree Angle toward 24 05-31-13 Quercus virginiana / Live Oak 10" South Side of Proposed Clubhouse Proximity to Proposed Clubhouse 20 dre comments 07-24-13 ' TOTAL CREDITS REQUIRED 76 client comments 08-28-13 NATIVE TREES TO BE PRESERVED CREDITS EARNED NORTH i Quercus virginiana / Live Oak 17" West Side of Proposed Clubhouse 34 copyright Quercus virginiana / Live Oak 10" West Side of Proposed Clubhouse 20 Nlldeaa designs arrangements and plans indicated or Shale: 1" = 20'-0" the design by this drawing are owned , and e e grope of Quercus virginiana / Live Oak 28" North Side of Proposed Clubhouse 54 the designer, aonnetion with evolved enddevelopeneor use on and In designs, connection with the specified,orplaproject. Nona of such close designs, arrangements, or plans shall be used by orrpose whatsoever to any person, firm, or corporation for any TOTAL CREDITS REQUIRED 108 designer.hatsoaverwithoulthew enpemssano he 0' 5' 10' 201 40 I t 100 ISlon P 0 6 2013 PARCEL SITE PLl'40V ADJUSTMENT®y �®p - APPROVED DPP ov Plant Specifications — -- SPECIES AND SIZE shall conform to those indicated on the drawings. Nomenclature shall conform to COMMERCIAL FERTILIZER STANDARDIZED PLANT NAMES, current edition. All nursery stock shall be to accordance with Grades Standards for Nursery Plants Parts 1 t 11, latest edition published by the Florida Department of Two fertilizer shall be used of plantings, except palms. Granular fertilizer shall be uniform in I his fertilizer shall be delivered to the site to the or(ginall unopened and Agriculture and Consumer Services. All plants not otherwise specified as being Florida Fancy or composition, dry and free flowing. be Florida Grade Number I or better as determined by the Florida Division of Plant bags, each bearing the Manufacturer's statement of analysts, and shall meet the following requirements: twelve (12%) iron. Specimen, shall Industry. Specimen means an exceptionally heavy, symmetrical, tightly knit plant, so trained or favored in sixteen (16%) percent nitrogen, and outstandingly superior In form, number of percent per equal) even (1%) percent phosphorus, percent potassium, plus �)hosin l m size shall meet the following �utrements: twenty C20%) Its development that First appearance is unquestionable nitrablet ogen, p g p horaous, five (5%) percent potassium. p p branches, compactness and symmetry. GENERAL REQUIREMENTS The two fertilizers will be applied a the following rates: I All plants shall be freshly dug, sound, healthy, vigorous, well branched, and free of disease and Insect PLANT SIZE 16-1-12 °AGRIFORM' TABLET (21 Grams) eggs and larvae, and shall have adequate root systems. Trees for planting rows shall be uniform in size i gal /4 lb. be subJect to approval by the Landscape Architect. Where any I and shape. All materials shall requirements are Omitted from the plant list, the plants furnished shall be normal for the variety. Plants 3 ga1. 1/3 11b, 2 i shall be pruned prior to delivery only upon the approval of the Landscape Architect. 1-15 gal. 1/2 11b. 4 i°-6Ib" caliper 2 ./I° caliper 2/1' caliper CONTAINER GROWN STOCK 6' and larger 3 Ib ll' caliper 2/1, caliper All Container grown material shall be healthy, vigorous, well rooted plants, and established to the container in which they are sold. The plants shall have tops which are good quality and 1n a healthy 'Florida East Coast Palm Special. will; be applied to all palms at Installation at a rate of 1/2 lb. per inch of growing condition. An established container grown plant shall be grown in that container sufficlently long trunk caliper unless otherwise Specified. fibrous to have developed so that the root mass will retain its shape and enough for the new roots hold together when removed from the container. Plant root bound to containers are unacceptable. MULCH Mulch material shall be three l3 Inches of shredded melaleuca mulch (sterilized and free of s eds) or MEASUREMENTS approved equal, moistened at the time Of application to prevent wind displacement. Trees: Height shall be measured from ground to the average height of canopy. Spread shall be SUBSTITUTIONS the of branching equally around the crown from the center of the trunk measured to end Measurements are not to include ang terminal growth. Single trunk trees shall be Free of 'V" No substitutions of plant material types or size will be allowed without written consent of the Landscape crotches that could be points of weak Iamb structure or disease infestation. Architect. 5415 material will not be accepted as substitute for container grown material unles previously. Heights shall be measured from the ground to the average points where mature plant growth approved. Alternate subatitut ono hall be indicated in bid. 54rubs: stops. Spread shall be measured to the and of branching equally around the shrub mass. Measurements are not to include any terminal growth. Notes lv Palms: Clear Trunk (CT.), shall be measured from the ground at the time of installation to the point e immature or green portion of the trunk or the head. where the mature aged trunk joins the g - Prior to the Installation of any plat material all existing and imported soils shall be tested and Overall height (O.H.), shall be measured from the ground at the time of installation to a point amended to meet the soil specifics Lions and specific plant needs as shown on this plan. three quarters the length of the unopened bud. Palms with marred or burned trunks will not - All plant material, unless specified as bating Florida Fancy or Specimen, shall be Florida Grade Number I be te acce d. p or better as determined by the Florida r ivelon or Plant Industry. SOIL - All plant materials and sod shall have a i automatic irrigation system providing 100 - coverage. Planting soil for use In preparing backfili for. plant pits shall be added at a rate of seventy-Flve (15%) - Maintain positive drainage away F om: b Ilding, percent to twenty-five (25%) percent existing soil This soil mix shall be used in all plant pits except Saba[ which shall be backfllled with clean sand. Planting soil shall be a fertile, friable natural topeoil or - All plant material shall be planted this Fertl Ized and mulched as per the Plant Details and Plant palms plan. loamy character. It shall contain Forty (40) to fifty (50) percent decomposed organic matter and shall be Specifications noted on free from heavy clay, stones, lime, plants, roots or other Foreign materials or noxious grasses (such as - Landscape Contractor shall resew chplans and contact appropriate agencies to determine location Bermuda or nut grassland noxious weeds. It shall not contain toxic substances which may be harmful to plant of utilities and obstructions prior to commencing work Any utilities or unanticipated obstructions shall growth. be reported Immediately to the Larclecalye Architect. - Landscape Contractor will be responsible for obtaining all necessary permits, licenses, inspection, and Insurance as required by the State and local agencies. -Quantities shown on plant list are for convenience only. if a discrepancy occurs between the plan and Plant list the plan shall prevail. '.. 6 NO PRUNING SHALL BE DONE PRIOR 1y' To INSTALLATION AND APPROVAL BY LANDSCAPE ARCHITECT. D REINFORCED RUBBER HOSE WIRE R.MK SHALLl-L BE EXPOSED TO TREETRUNK b� � BRIGHT GOLOREP.SURVEYORS TAPE AT MIDPOINT OF EACH SUPPORT ° ) 3-"12 GAUGE GALVANIZED GUY WIRE a INSTALL AT NURSERY GRADE ORSLIGHTLY ALL SUCKER GROWTH. B^ n1 6 sp 'Q A HIGHER MOVE 3' DEPTH MINIMUM MULCH. SEE SPECIFICATIONS, 4' HT SAUCER AROUND PLANTING HOLE. TO BE REMOVED AFTER FIRST PLANTING SEASON. FINISHED GRADE i ti II— — .. '5 REBAR (OR EQUAL), 24' LONG, l I I '; III —III III Top TO BE e' BELOW GRADE. LEAVE MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING —ITI—I1 I —III— Tree Planting ' • SEE SPECIFICATIONS FOR BACIC-l" MIXTURE AND FERTILIZATION " ' BRACING - SPECIAL SITE CONDITIONS MAY REQUIREE MODIFICATION TO BRACING TECHNNQUE. LANDSCAPE CONTRACTOR WILL ADEQUATELY BRACE (OR WIRE) ALL TREES TO PREVENT EXCESSIVE MOVEMENT 6 MAINTAIN A VERTICAL POSITION SHALL BE DONE PRIOR TION AND APPROVAL BY ARCHITECT. REINFORCED RUBBER HUSE (NO WIRE SHALL BE EXPOSED TO TREE TRUNK). BRIGHT COLORED SURVEYORS TAPE AT MIDPOINT OF EACH SUPPORT, 3-#12 GAUGE GALVANIZED GUY WIRE 3-MINIMUM MULCH. SEE SPECIFICATIONS. 4'HT. SAUCER AROUND PLANTING HOLE, TO BE REMOVED AFTER FIRST -INISHED GRADE #5 RE -BAR (OR EQUAL), 18-LONG TOP, TO BE 3' BELOW GRADE. LEAVE MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. & Multi -Stem Tree FOR TREES 6'-IVHT. N➢TESL ,SEE SPECIFICATIONS FOR BACKFILL MIXTURES AND FERTILIZATION: BRACING -SPECIAL SITE CON➢ITIONS MAY REQUIRE MODIFICATION TQ BRACING TECHNIQUE. LANDSCAPE CONTRACTOR WILL ADEQUATELY BRACE (OR WIRE) ALL TREES TO PREVENT EXCESSIVE MOVEMENT AND MAINTAIN A VERTICAL POSITION. Copyright All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the designer, and were created, evolved, and developed for use on and In connection with the specified project None of such Ideas, designs, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permisslon of the designer. 5 WITH 2-3/4' HI -CARBON O NOT NAIL BATTENS TO TREES. L BANDS (2)• TRIPS OF BURLAP :4'xIV WOOD BATTENS EPTH MINIMUM MULCH. SEE SPECIFICAT DNS- . SAUCER AROUND PLANTING HOLE T C BE )VED AFTER FIRST GROWING 5EASON. 'INISHED GRADE VX4"44' STAKE PAD BURIED 3' BELOW GRADE. AROUND BALL WITH CLEAN SAND T NURSERY GRADE OR SLIGHTLY HIGI 4ER. Palm APPLIES TO: ROYAL PALMS, QIEEN PALMS, ALEXANDER PALMS, MANILA PALMS. • SEE SPECIFICATIONS FOR BACO LL MIXTURE AND FERTILIZATION • BRACING: SPECIAL SITE COINDTIONB MAY REQUIRE MODIFICATION TO BRACING TECHNIQUE. LANDSCAPE CONTRACTOR WILL ADEQUATELY BRACE ALL PALMS TO PREVENT' EXCESSIVE MOVEMENT AND MAINTAIN A VERTICAL POSITION. TIE HEADS OF PALMS WITH BURLAP STRIPS DO NOT TRIM FRONDS OR BUD HEART UNLESS OTHERWISE SPECIFIED. SECURE BATTENS WITH 2-g1 4. HI -CARBON STEEL BANDS. DO NOT iL BATTENS TO TREES. STEEL BANDS (2). 3 LAYERS Or BURLAP 5-2'x4'xl6' WOOD BATTENS V MINIMUM MULCH. SEE PECIFICATIONS. 4' HT. SAUCER AROUND FLANTING HOLE TO BE REMOVED AFTER FIRST 6 ROWING SEASON FINISHED GRADE 2'x4'x24' STAKE PAD BURIED 3' BELOW GRADE. FILL AROUND BALL WITH CLEAN SAND Palm Planting APPLIES TO: BASAL PALMS, WASHINGTON PALMS, CANARY ISLAND SENEGAL DATE PALMS • SEE SPECIFICATIONS FOR 5ACKFIL1_ MIXTURE AND FERTILIZATION Section DATE PALMS, 3' MINIM JM MULCH. SEE SPECIFICATIONS. PLANT O THAT TOP OF ROOT BALL. IS LEVEL WITH FIN SHED GRADE, DIAMET R OF HOLE SHALL BE TWICE THE DIAMET R OF ROOT BALL FINISHED GRADE ALTENNATE PROPER C CUTTINGS: BACKFILL I OF 4'. LOC �--- 3' MINIMUM Plan Groundcover Planting • SEE. SPECIFICATIONS FOR BACKFILL MIXTURE AND FERTI. G OF PLANTS TO A55URE -c OF GROUNDCOVER 'sHLY WORK IN 2' 6F TO A MINIMUM DEPTH .L ENTIRE PLANT MD. SEE SPECIFICATIONS. a SYM QTY NAME PALMS CC 11 Chamaedorea cataractarum / Gat Palm PE 6 Ptychosperma eiegans / Alexander Palm RR 6 Roystonea regia / Royal Palm SP 14 eabal palmetto / Cabbage Palm TREES LJ 4 Ligustrum japonicum / Glossy Privet Standard Qv 5. Quercus vireiniana / Live Oak II, li ACCENTS AA 2 Agave attenuata / Spineless Agave CA 3 Crinum asiaticum / Crinum Llly CAQ ro Crinum augustum 'Queen Emma' / Queen Emma Crinum Lily PM 13 Podocarpue macrophyilys 'Maki' / Yew Column 6HRU55 /GROUNDCOVER5 CIS 16 Clusla guttifera / Small Leaf Ciusla Cl 312 Chrysobalanuz ieaeo 'Red Tip' / Red Tip Cocoplum DE 152 Duranta erects 'Gold Mound' FGI 420 Ficus 'Green Island' / Green Island Ficus HPC 44 Harrelia patens 'Compacta' / Compact Firebush ING 54 Ixora 'Nora Grant' / Pink Ixora IV 18 Ilex vomitorla 'Stokes Dwarf' PA 54 Piumbago auriculata 'Imperial 61ue' /Plumbago. PEN 10 Pentas IanCBOlata 'New Look' / New Look Pentas RI 212 Rhaphloleple tndica / Indian Hawthorn SA 83 5chefflera arboricola / Dwarf Schefflera SAT ni 5chefFlera arboricola 'Trinette' / Variegated Dwarf 5chefflera SB 16 Spartina baker( / Sand Cord Grass TAV 240 Trachelospermum asiaticum 'Variegatum' / Variegated Dwf.Jasmine VS 136 Viburnum suspensum / Sandankwa Viburnum , 50D Stenotaphrum secundatum / St. Augustine 'Floratlam, Plant Rc10,catio List SYM _QTY___ NAME AW I Acoelorrhaph s wrlehtn / Paurotle Palm RR I Ravenea rivularis / Majesty Palm wg I Uodyetla bifurcata / Foxtail Palm SPECIFICATIONS 5' OA, Full to base., dense i0' ht, single stem, full frond 8' gw, 20' o.a, heavy cal., full frond 14'-24' ht., slick trunks, stagger heights, 3 with curved trunks 1' x IB" multi -stem, limbed up, full canopy 12' x 6', 211/2' cal., full canopy 24' x 24', full 10 gal., 34' x 32 multi -head, full 15 gal, 42' x 40', full 5' x 2', Full to base, dense 5' x 41, full to base 3 gal., 24' x 22', full 3 gal., 14' x 15', full 3 gal., 14' x.15", full 3 gal., 22' x 22', full 3 gal., 22' x 22', full to base 3 gal, IV x le", full 3 gal, IS" x 22', full I gal., 14' x 12', full, pink and red flowers 3Sal.,14'x18',full 3 gal., 24' x 22', full 3 gal., 22' x 20 Full 3 gal., 26' x 22', full I gal., 6' x 10°, full 3 gal., 24' x 22', full solid sod, laid tight SPECIFICATIONS —_ relocate from on site, location tb.d. relocate from on site, location tb.d. relocate from. on site, location tb.d. SITE PLAN ADJUSTMENT APPROVED 11 7013 prov a e I�1S 0 13_42t Approval Doc. & Number rat I LANDPLANNNG ANDIDESIGN STUART • FT. PIERCE 772.341.9322 www.McCartyLandPlanning.com Mike@McCartyLandPlanning.com Drawn By Checked By Scale Drawing Date 11-16-12 05-31-13 dre comments 07-24-13 1 10=201-011 I THROUGH - PENETRATION FIRESTOP SYSTEM UL NO. WL-5001 (FORMERLY SYSTE 4 NO. 197) F RATING-1 AND 2 MR (SEE ITEM 1) T RATING-3/4, 1 A ND 1-1/2 HR (SEE ITEM 3) L RATING AT AMB ENT-2 CFM/SQ FT L RATING AT 400 LESS THAN 1 CFM/SQ FT 1A 1B 4 4A A 2 THROUGH -PENETRATION 4B 3 FIRESTOP SYSTEM UL NO. WL-2002 A 4B (FORMERLY SYSTEM NO. 148) F RATINGS-1,1-1/2 AND 2 HR (SEE ITEM 3) T RATINGS-3/4, 1, 1-1/2 AND 2 HR (SEE ITEM 3) - L RATING AT AMBIEN7-7 CFM/SQ FT (SEE ITEM 3C) SECTION A -A L RATING AT 400 F-1 CFM/SQ FT (SEE ITEM 3C) 1. WALL ASSEMBLY -THE 1 OR 2 IT FIRERI}1TED GYPSUM WALLBOARD/STUD WALL ASSEMBLY 1A SHALL BE CONSTRUCTED OF THEMATERIALS AND IN THE MANNER DESCRIBED IN THE I INDIVIDUAL U300 OR U400 SE 'ES WALL AND PARTITION DESIGN IN THE UL FIRE 3B . RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS -WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO C N SIST F NOM 2 BY 4IN. LUMBER SPACED 16 IN. O OC. STEEL STUDS TO BE MIN - 3 5 8IN WIDE AND SPACED MAX 24 IN. OC. 3C A 3B 3C B. WALLBOARD, GYPSUM --NO 5/8 4 FT WIDE SQUARE OR TAPERED EDGES. 2 THE GYPSUM WALLBOARD TYRE, RDTYj THICKNESS, THICKNESS, NUMBER OF LAVERS, FASTENER TYPE AND SHEET ORIENTATION S A L L BE AS SPECIFIED IN THE INDIVIDUAL U300 OR 0 U400 SERIES DESIGN IN THE FI RE IRE RESISTANCE DIRECTORY. MAX DIAM OPENING IS 14-1 2 [N FOR / D OO STUD WALLS AND 16 STUD W FOR STEEL STUD WALLS. THE HOURLY F RAT ING OF THEN P SYSTEM IS 1 HR WHEN H IN A 1 HOUR FIRE RATED WALL AND HR WH TINSTALLEDR zN INS N INSTALLED IN A 2 HR FIRE RATED WALL. 2. THROUGH - METALLIC PIPE OR TUBINGPO BE CENTERED WITHIN THE YSTEM.ANTS-O R SYSTEM. PIPE OR TUI)ING TO BE RIGIDLY SUPPORTED BOTH SIDES OF WALLAS WALL ASSEMBLY. THE FOLLOW[ G TYPE AND SIZES OF METALLIC PIPES OR TUBING MAY C N 8E USED; 3A A. STEEL PIPE-NOM 12 IN DIA (OR SMA LER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. A B. COPPER TUBING-NOM 6IN. IA M.(O, SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. C. COPPER PIPE-NOM 6 IN. DIA (OR SMALLER) REGULAR (OR HEAVIER) COPPER 3A PIPING. 3. PIPE COVERING--NOM 1 OR 2 IN THICK HOLLOW CYLINDRICAL HEAVY DENSITY (MIN. 3.5 PCF) GLASS FIBER UNITS JACK ED ON THE OUTSIDE WITH AN ALL SERVICE JACKET. LONGITUDINAL JOINTS SEALED ITH METAL FASTENERS OR FACTORY -APPLIED SELF- SEALING LAP TAPE. TRANSVERS JOINTS SEALED WITH METAL FASTENERS OR WITH BUTT T - SECTION A A STRIP TAPE SUPPLIED WITH THE PRODUCT. WHEN MOM 1 IN THICK PIPE COVERING IS USED, THE ANNUL AR L SPACE B EEN THE PIPE COVERING AND THE CIRCULAR CUTOUT IN THE GYPSUM WALLBO B ARD LAVER EACH SIDE OF THE WALL SEAL L BE MIN 1/4 INTO MAX 3/5 IN. WHEN NOM 2IN K CK PIPE COVERING 1S USED, THE ANNULAR SPACE BETWEEN THE PIPE COVERING A A D THE CIRCULAR CUTOUT IN THE GYPSUM WALLBOARD 1. WALL ASSEMBLY -THE 1 OR 2 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY LAYERS ON EACH SIDE OF THE SEE-PIPE AND EQUIPMENT ALL SHALL BE MIN 1/2 IN TO MAX 3/4 IN. VERING-MATERIALS (BRGU) CATEGORY IN BUILDING SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED I THE MATERIALS DIRECTORY FOR OR AMEN - MANUFACTURERS. ANY PIPE COVERING INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE MATERIAL MEETING THE E SPECIFICATIONS AND BEARING THE UL RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS -WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL CLASSIFICATION MARKING W H A FLAME SPREAD INDEX OF 25 OR LESS AND A SMAYPREAD STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC SMOKE DEVELOPED INDEX O THE HOURLY T RATING OF THE F SO OR LESS BE USED. RESTOP SYSTEM IS 3/4 HR WHEN NOM 1 IN THICK PIPE WITH N3- 2 BY 4IN. LUMBER END PLATES ANDNEL SS BRACES. STEEL STUDS TO COVERING IS USED. THE HOUR T RATING OF THE FIRESTOP SYSTEM IS 1 HR AND 1- 8E MIN 3-5/B IN. WIDE BY 1-3/B IN. DEEP CHANNELS SPACED MAX 24 IN. DC. 1/2 HR WHEN NOM2 IN THICK P PE COVERING IS USED WITH 1 HR AND 2 HR FIRE B. WALLBOARD, GYPSUM--5/8 THICKNESS 4 WIDE SQUARES, TAPERED EDGES. THE RATED WALLS, RESPECTIVELY. GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND U 4. FIRESTOP SYSTEM -INSTALLED 5 (MMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE SHEET ORIENTATION SHALL AS IN THE INDIVIDUAL U300 OR U400OPENING DETAILS OF THE FIRESTOP SV M SHALL BE AS FOLLOWS: ESPECIFIED R SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 7 IN.. A. FILL, VOID OR CAVITY MATE ALS*-WRAP STRIP-NOM 1/4 IN. THICK INTUMESCENT 2. NONMETALLIC PIPE OR TONE NONMETALLIC PIPE OR CENTERED ELASTOMERIC MATERIAL FAC. 2IN. WIDE STRIPS. MOM 2IN. S ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN WIDE STRIP TIGHTLY WRAPPED AROUND PIPE WITHIN THE SYSTEM.CONDU PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF INSTALLED NEAR INSULATION (FOIL SIDE OUT)' WITH SEAM BUTTED. WRAP STRIP LAYER SECURELY ASYSTEM. WIDTH STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL. THE BOUND WITH STEEL WIRE ORIALUMINUM FOIL TAPE AND SLID INTO ANNULAR SPACE FOLLOWING TYPES AND SIZES NONMETALLIC PIPES MAY USED: APPROX. 1-1/4 IN. SUCH THAT APPROX. 3/4 IN. OF THE WRAP STRIP WIDTH E -CCONDUIT A. NOM 6IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID -CORE POLYVINYL CHLORIDE C PROTRUDES FROM THE WALL [SURFACE. ONE LAVER OF WRAP STRIP IS REQUIRED (PVC) PIPE. B. NOM 4IN. DIAM (OR SMALLER) SCHEDULE 40 CELLULAR CORE POLYVINYL CHLORIDE WHEN NOM 1 IN THICK P[PE CI REQUIRED WHEN MOM 2IN TPICK VERING IS USED. TWO LAYERS OF WRAP STRIP ARE PIPE COVERING IS USED. (PVC) PIPE. MINNESOTA MINING & MFG. CO.-FS-195+ C. MOM 4IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID -CORE ACRYLONITRILE- B. FILL, VOID OR CAVITY MATEF IALS*-CAULK-MIN 1/4 IN. DIAM CONTINUOUS BEAD BUTADIENE-STYRENE (ABS) PIPE. APPLIED TO THE WRAP STRIP WALL LAYER INTERFACE AND TO THE EXPOSED EDGE D. MOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 FIRE RETARDANT POLYPROPYLENE OF THE WRAP STRIP LAYER PR% 3/4 IN. FROM THE WALL SURFACE. (FRPP) PIPE. MINNESOTA MINING MFG. CO.-CP SWP+ E. NOM 4IN. DIAM (OR SMALLER) RIGID NONMETALLIC CONDUIT FORMED OF PVC *BEARING THE UL CLASSIFICATION MAR MG. F. NOM 1 IN. DIAM (SMALLER) ELECTRICAL NONMETALLIC TUBING FORMED OF PVC.. G. MOM 6IN. DIAM (OR SMALLER) SCHEDULE 40 CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE. SEE RIGID NONMETALLIC CONDUIT (DZKT) AND ELECTRICAL NONMETALLIC TUBING (FKHU) CATEGORIES IN UL ELECTRICAL CONSTRUCTION MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS. 3. FIRESTOP SYSTEM -INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F AND T RATINGS FOR THE FIRESTOP SYSTEM ARE DEPENDENT UPON THE TYPE AND SIZE OF NONMETALLIC PIPE OR CONDUIT, THE PIPING SYSTEM TYPE (CLOSED SYSTEMS SUCH AS PROCESS OR SUPPLY PIPING OR VENTED SYSTEMS SUCH AS DRAIN, WASTE OR VENT PIPING) AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. MOM WALL PIPE PIPE ANNULAR PIPING FIRE F T CONDUIT DIAM, SPACE SYSTEM RATING, RATING, RATING, TYPE IN IN (A) HR HR HR FRPP 1/2 TO 2 0-3116 V 2 1-1/2 1-1/2 FRPP, PB 1/2 TO 2 0-3/I6 C 2 2 2 ABS 1/2 TO 4 0-3/16 C,V 1 1 3/4 ABS 1/2 TO 4 0-3/16 C,V 2 1-1/2 1-1/2 PVC 112 TO 4 4-3/16 C,V 1 1 1 PVC 1/2 TO 0-3/16. C,V 2 2 2 FRPP+ 2-1/2 -4 0-3116 C,V 2 1-1/2 1-1/2 PVC+ 5,6 0-3/16 C,V 2 1-1/2 1-1/2 +PIPE COVERING MATERIAL WRAP REQUIRED ON PIPE ON BOTH SIDES OF WALL. (A)C = CLOSED SYSTEMS, V = VENTED SYSTEMS. THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS. A. FILL, VOID OR CAVITY MATERIALS --WRAP STRIP-NOM 1/4 IN. THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2IN. WIDE STRIPS. MOM 2IN. WIDE STRIPS TIGHTLY WRAPPED AROUND NONMETALLIC PIPE OR CONDUIT (FOIL SIDE EXPOSED) WITH THE EDGES BUTTED AGAINST THE SURFACE OF THE WALL. SUFFICIENT LAYERS OF WRAP STRIP SHALL BE INSTALLED TO LAP A MIN OF 3/16 IN. ON THE WALL SURFACE AROUND THE ENTIRE PERIMETER OF THE CIRCULAR THROUGH OPENING. FOR MOM 1/2 IN. TO MOM 2 IN. DIAM PIPES OR CONDUITS, A MIN OF ONE LAVER OF WRAP STRIP IS REQUIRED. FOR MOM 2-1/2 IN. AND MOM 3 IN. DIAM PIPES, A MIN OF TWO LAVERS OF WRAP IS REQUIRED. FOR MOM 3-1/2 IN. AND MOM 4IN. DIAM PIPES, A MIN OF THREE LAYERS OF WRAP STRIP IS REQUIRED. FOR MOM 5 AND 6IN. DIAM, TWO TIERS (4 IN. OVERALL LENGTH) OF THREE LAYERS OF WRAP STRIP IS REQUIRED, WITH ADJOINING WRAP STRIP LAYER EDGES BETWEEN TIERS TIGHTLY BUTTED. EACH LAYER OF WRAP STRIP TO BE INSTALLED WITH BUTTED SEAM, WITH BUTTED SEAMS IN SUCCESSIVE LAYERS STAGGERED. WRAP STRIP LAVERS TEMPORARILY HELD IN POSITION USING ALUMINUM FOIL TAPE, STEEL WIRE TIE OR EQUIVALENT. MINNESOTA MINING & MFG.. CO. -TYPE FS-195+ B. STEEL COLLAR-NOM 2 OR 4IN. DEEP COLLAR WITH 1-1/4 IN. WIDE By 2IN. LONG ANCHOR TABS AND MIN 3/4 IN. LONG TABS TO RETAIN WRAP STRIP LAYERS. COILS OF RECUT 0.016 IN. THICK (NO. 30 GAUGE) GALV SHEET STEEL AVAILABLE FROM WRAP STRIP MANUFACTURER. AS AN ALTERNATE, COLLAR MAY BE FIELD - FABRICATED FROM MIN 0.016 IN. THICK (NO. 30 GAUGE) GALV SHEET STEEL IN ACCORDANCE WITH INSTRUCTION SHEET SUPPLIED By WRAP STRIP MANUFACTURER. STEEL COLLAR, WITH ANCHOR TABS BENT OUTWARD 90 DEG, WRAPPED TIGHTLY AROUND WRAP STRIP LAVERS WITH MIN 1 IN. OVERLAP AT THE SEAM. WITH STEEL COLLAR ANCHOR TABS PRESSED TIGHTLY AGAINST WALL SURFACE, COMPRESS COLLAR AROUND WRAP STRIP LAVERS USING A MIN 1/2 IN. WIDE BY 0.028 IN. THICK STAINLESS STEEL BAND CLAMP WITH WORM DRIVE TIGHTENING MECHANISM AT THE COLLAR MID HEIGHT. AS AN ALTERNATE TO THE STAINLESS STEEL BAND CLAMP, THE STEEL COLLAR MAY BE COMPRESSED AROUND MOM 4IN. DIAM (OR SMALLER) NONMETALLIC PIPES USING TWO MIN. 16 SWG (0.0625 IN. DIAM) STEEL WIRES SECURED WITH MULTIPLE TWISTS. SECURE COLLAR TO WALL SURFACE WITH 3A6 IN. DIAM STEEL TOGGLE BOLTS (5/8 IN. OR 1-1/4 IN. GRIP) IN CONJUNCTION WITH MIN 1-1/2 IN. DIAM STEEL WASHERS. THREE BOLTS, SYMMETRICALLY LOCATED, REQUIRED FOR 2 IN, DEEP STEEL COLLAR FOR NOM 1/2 / TO NOR 2IN. DIAM PIPES. FOUR BOLTS SYMMETRICALLY LOCATED, REQUIRED FOR 2IN. DEEP STEEL COLLAR FOR NOM 3-1/2 AND 4IN. DIAM PIPES. FIVE TO SEVEN BOLTS (EVERY OTHER ANCHOR TAB) REQUIRED FOR 4IN. DEEP STEEL COLLAR FOR N 5 AND 6IN: DIAM PEES. AS A FINAL STEP, BEND RETAINER TABS 90 DEG TOWARD PIPE TO LOCK WRAP STRIP LAVERS IN POSITION. C. FILL, VOID OR CAVITY MATERALS*-CAULK OR PUTTY -GENEROUS BEAD OF CAULK APPLIED TO OUTER PERIMETER OR WRAP STRIP AT INTERFACE WITH WALL SURFACE AND TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WRAP STRIP LAYERS. MINNESOTA MINING & MFG. CO.-CP 25WP+ CAULK AND MPS-2+ PUTTY (NOTE: L RATINGS APPLY ONLY WHEN TYPE CP-25 WB+ CAULK IS USED.) D. PIPE COVERING --(NOT SHOWN)-NOM I IN. THICK HOLLOW CYLINDRICAL HEAVY DENSITY (MIN 3.5 PCF) GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET. WHEN REQUIRED (SEE TABLE), MIN 61N. LENGTH OF PIPE COVERING INSTALLED AROUND PVC PIPE AT ITS EGRESS FROM STEEL COLLAR ON BOTH SIDES OF WALL. PIPE COVERING SECURED TO PIPE WITH STEEL WIRE TIES SPACED MAX 4 IN. OC. EDGE OF PIPE COVERING ABUTTING STEEL COLLAR TO BE SEALED WITH A MIN 1.4 IN. DIAM BEAD OF CAULK (ITEM C). SEE PIPE AND EQUIPMENT COVERING -MATERIALS (BRGU) CATEGORY IN BUILDING MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS. ANY PIPE COVERING MATERIAL MEETING THE ABOVE SPECIFICATIONS AND BEARING THE UL CLASSIFICATION MARKING WITH FLAME SPREAD INDEX OF 25 OF LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS -AS N USED E. FIRESTOP/2,2,3 DEVICE. DIVOT NONMETALLIC AN ALTERNATE TO ITEMS A,B AND C FOR NOM OF A 2,3 OR 4IN. DIAM NONMETALLIC PIPES A FIRESTOP DEVICE CONSISTING PR A ID SHEET -STEEL SPLIT COLLAR LINED WITH INTUMESCENT MATERIAL AND PROVIDED WITH STEEL CLIPS FOR ATTACHMENT MAY D USED. WITH THFIRESTOP DEVICE TO IN INSTALLED ON BOTH SIDES OF WALL IN ACCORDANCE WITH THE DEVICE IN IN INSTALLED IN BOTH SIDES OF WALL IN ACCORDANCE WITH THE ACCOMPANYING INSTALLATION INSTRUCTIONS MINNESOTA MINING CO. & MFG.-TYPES PPD 150, PPD 220, PPD 300, PPD 400 *BEARING THE UL CLASSIFICATION MARKING. 1 - UL #W2002 THROUGH PENETATION NOT TO SCALE 2 - UL #5001 THROUGH PENETATION NOT TO SCALE THROUGH -PENETRATION FIRESTOP S S EM UL NO. WL-1052 F RATNNG-1 R AND 2 HR T RAT NG-O R L RANG AT AMBIENT -LESS [TAN 1 C.FM/SQ FT L. RATING AT 400 F-4 .CFM/SQ FT A 1B 2 a SECTION A -A 1. WALL ASSEMBLY TF ETRE- TE 0 GYPSUM WALLBOARD STUD �`• WALL ASSEMBLY SHALL BE (iONSTRUCTED OF THE MATERIALS AN[ IN THEI MANNER SPECIFIED IN THE INDIVIDUAL 300 OR U400 SERIES WALL AND 9 PARTITION DESIGN IN THE.�UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDETHE FOLLOWING CONSTRUCTION FEATURES: A. STUDS -WALL F 7RR MING MAY CONSIST OF EITHER WOOD STUDS 04 STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF MOM 2 BY 4 IN. LUMBER SPACED 16 IN. CC. STEE I STUDS TO BE MIN. 2 1/2 IN. WIDE AND SPAC D MAX 24 IN OC B. WALLBOARD, GV SUM --ONE LAYER OF 5/8 IN. THICK GYPSUM WALLBOARD, AS SPECIFIED IN THE IN- DIVIDUAL WALL AND PARTITION DESIGN. MAX. DIAM. OF OPENING IS 112 IN. 2. THROUGH PENETRA TS-ONE[ METALLIC PIPE, CONDUIT OR TUBIN� TO BE CENTERED WITHIN THE FIRESTOP SYSTEM. PIPE, CONC UIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTI i SIDES[, OF WALL ASSEMBLY. A MOM. ANNULAR SPACE OF 3/4 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM HE FOLLOWING TYPES AND SIZES OF METALLIC PIPES CONDUITS R U O TUBING MAY BE USED: A. STEEL PIPE-NOM. 10 IN. DIAM. (OR SMALLER) SCHEDULE 10 (Olt HEAVIER) STEEL PIPE. B. CONDUIT-NOM. I IN. DIAM. (OR SMALLER) ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. C. COPPER TUBING -MOM. 4IN. DIAM. (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. D. COPPER PIPE-N0�1. 4IN. bIAM. (OR SMALLER) REGULAR (OR HE WIER) COPPER PIPE. 3. FILL, VOID OR CAVITIY MATERIAL* -SEALANT -MIN . 5/8 IN, THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSI I WITH BOTH SURFACES OF WALL. HILTI CONSTRUCTION HEMICALS, INC.-FS601 SEALANT *BEARING THE UL CL ASSIE TION MARKING 3 - UL #W10 2 THROUGH PENETATION NOT TO SCALE THROUGH -PENETRATION FIRESTOP SYSTEM UL NO. WL-3001 (FORMERLY SYSTEM NO. 149) F RATINGS-1 AND 2 HR (SEE ITEM 1), T RATINGS-3/4; 1, 1-1/2 AND 2 HR (SEE ITEM 2) L RATINGS AT AMBIENT-15 CFM/SQ FT (SEE ITEM 3) L RATINGS AT 400 F-LESS THAN 1 CFM/SQ FT (SEE ITEM 3) SECTION A -A 1. WALL ASSEMBLY -THE I OR 2 HR FIRE-RATED GYPSUM WALLBOARD STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF HE MATER IALS AND IN THE MANNER DESCRIBED IN THE INDIVIRESISTANCE DIRECTORY TRY A SERIES WALL OR PARTITION DESIGNS IN THE TI FIRE RESISTANCE DIRECTORY AND SHALL CONSIST INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS -WALL FRAMING MAY CONSIST M EITHER WOOD STUDS SPACED STEEL CHANNEL STUDS. WOOD STUD T S 0 CONSIST D NOT 2 BY 4IN. LUMBER SPACED 16 IN.STUDS N O OC WITH N3- 2 BY 4IN. LUMBER END PLATES AND CROSS BRACES .STEEL STUDS TO BE MIN 3-5 a IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. WALLBOARD, GYPSUM--NOM 1/2 OR 5/8 IN. THICK, 4 FT WIDE WITH. SQUARE OR TAPERED. EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAVERS AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL OR PARTITION DESIGN. DIAM OF CIRCULAR THROUGH OPENING TO BE 3/8 IN. TO 5/8 IN. LARGER THAN OUTSIDE DIAM OF CABLE OR CABLE BUNDLE. C. FASTENERS -WHEN WOOD STUD FRAMING IS EMPLOYED GYPSUM WALLBOARD LAYERS ATTACHED TO STUDS WITH CEMENT COATED NAILS AS SPECIFIED IN THE INDIVIDUAL WALL OR PARTITION DESIGN. WHEN STEEL CHANNEL STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARD ATTACHED TO STUDS WITH TYPE S SELF - DRILLING, SELF -TAPPING BUGLE -HEAD STEEL SCREWS AS SPECIFIED IN THE INDIVIDUAL WALL OR PARTITION DESIGN, THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. CABLES -INDIVIDUAL CABLE OR MAX 1 IN. DIAM CABLE BUNDLE INSTALLED IN THROUGH OPENING WITH AN ANNULAR SPACE OF MIN U IN. (POINT CONTACT) TO MAX 3/4 IN. CABLE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY, THE FOLLOWING TYPES AND SIZES OF CABLE MAY BE USED: A. MAX 150 PAIR NO. 24 AWG COPPER CONDUCTOR TELEPHONE CABLE WITH POLYVINYL CHLORIDE (PVC) INSULATION AND JACKET MATERIALS. WHEN MAX 25 PAIR TELEPHONE CABLE IS USED, T RATING 15 2 HR. WHEN 50 TO 150 PAIR TELEPHONE CABLE IS USED IN I HR FIRE RATED WALL, T RATING IS 3/4 HR. WHEN 50 TO 150 PAIR TELEPHONE CABLE IS USED IN 2 HR FIRE RATED WALL, T RATING IS 1 HR. B. MAX NO. 10 AWG MULTIPLE COPPER CONDUCTOR TYPE NM ("ROMEX"). NONMETALLIC SHEATHED CABLE WITH PVC INSULATION AND JACKET MATERIALS. WHEN TYPE NM CABLE IS USED, MAX T RATING IS 1-1/2 HR. C. MULTIPLE FIBER OPTICAL COMMUNICATION CABLE JACKETED WITH PVC AND HAVING A MAX OUTSIDE DIAM OF 5/8 IN. WHEN FIBER OPTIC CABLE IS USED, MAX T RATING IS 2 HR. D. MAX 12 AWG MULTICONDUCTOR (MAX SEVEN CONDUCTORS) POWER/CONTROL CABLE WITH CROSS -LINKED POLYETHYLENE (XLPE) INSULATION AND XLPE OR PVC JACKET MATERIALS. WHEN MULTICONDUCTOR POWER/CONTROL CABLE IS USED, MAX T RATING IS 2 HR. E. MAX FOUR CONDUCTOR WITH GROUND NO. 2 AWG (OR SMALLER) ALUMINUM SER CABLES WITH POLYVINYL CHLORIDE INSULATION AND JACKET MATERIALS. 3. FILL, VOID OR CAVITY MATERIALS --CAULK OR PUTTY -CAULK OR PUTTY FILL MATERIAL. INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN CABLE AND GYPSUM WALLBOARD ON BOTH SIDES OF WALL AND WITH A MIN 1/4 IN. DIAM BEAD OF CAULK OR PUTTY APPLIED TO PERIMETER OF CABLE(S) AT ITS EGRESS FROM. EACH SIDE OF THE WALL. MINNESOTA MINING MFG. CO.-MPS-2+ PUTTY, CP 25WB+ CAULK. (NOTE: L RATINGS APPLY ONLY WHEN TYPE CP 25WB+ CAULK IS USED.) *BEARING THE UL CLASSIFICATION MARKING. 4 - UL #W3001 THROUGH PENETATION NOT TO SCALE THROUGH -PENETRATION FIRESTOP SYSTEM UL NO. WL-1001 F RATINGS-1,2,3, AND 4 HR (SEE ITEMS 2 AND 3) T RATINGS-0,1,2,3, AND 4 HR (SEE ITEM 3) L RATING AT AMBIENT -LESS THAN I CFM/SQ FT. L RATING AT 400 F-LESS THAN 1 CFM/SQ FT SECTION A -A 1. WALL ASSEMBLY -THE 1,2,3, OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL PARTITION DEIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS -WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS ((MAX 2 H FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF MOM 2 BY 4IN. LUMBER SPACED 16 IN. OC WITH MOM 2 By 4IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN DEEP CHANNELS SPACED MAX 24 IN. OC B. WALLBOARD GYPSUM--NOM G SUM*-NOM 1/2 R IN. / WALLBOARD 5 8 THICK 4 FT. WIDE WITH S UARE OR ER Q TAPERED EDGES. THE YP G SUM ENTATINS TYPE THICKNESS, NUMBER OF LAVERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR N. D SERIES DESIGN IN THE UL FIRE RESISTANCE 12 DIRECTORY. MAX 12 IN. DIAM M OPENING IS) SCHEDULE DU 2. PIPE OR 12 IN. DIAM 12 OR S DIAM) SE SMALLER) SCHEDULE 30IE(OR HEAVIER) STEEL PIPE, MOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, MOMPRESSURE 12 PIPE, DIAM IN. SMALLER) CLASS R) TEE HEAVIER) DUCTILE IRON PRESSURE PIPE, ELECTRICAL 6IN. DIAM METALLIC STEEL CONDUIT, NOM 4IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, MOM DI 6IN. DIAM LL R SMALLER) TYPE L OR CONDUIT. HEAVIER) COPPER TUBING USED, MOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE I USED, MAX F RATING OF IN. M SYSTEM (ITEM 3) IS 2 H. STEEL PIPES TE CONDUITS LARGER THAN NOD 4 ]N. DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP WIDTH SYSTEM. PIPE OF CONDUITBE INSTALLED NEAR CENTER OF STUD CAVITY WLDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIAL--CAULK-CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD .AND WITH A MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FOR THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE ' FIRESTOP SYSTEM IS DEPENDENT UPO N THE TYPE OR SIZE THE PIPE OR CONDUIT AND I THE HOURLY FIRE RATING OF THE WALL ASSEMBLY N WHICH IT IS INSTALLED, AS TABULATED BELOW: MAX PIPE ANNULAR F T ORCONDULT SPACE, RATING RATING DIAM, IN IN HR HR 1 0TO 3/16 1OR2 0+,IOR2 1 1/4 TO 1/2 3 OR 4 3 OR 4 4 0TO 1/4 1OR2 0 4 0 TO 1-1/2# 1 OR 2 0 6 1/4 TO 1/2 3 OR 4 0 12 3/16 to 3/8 1 or 2 0 *BEARING THE UL CLASSIFICATION MARKING +WHEN COPPER PIPE IS USED, T RATING IS 0 H. #0 TO 1-1/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP-25 WB+ CAULK IS USED AND ONLY WHEN THE MIN THICKNESS OF THE GYPSUM WALLBOARDS IS 5/5 IN. FOR 1 HR. RATED WALLS AND 1-1/4 IN. FOR 2 HR RATED WALLS. MINNESOTA MINING B MFG. CO.-CP 25WP+ 5 - UL #W1001 THROUGH PENETATION NOT TO SCALE THROUGH -PENETRATION FIRESTOP SYSTEM UL NO. WL-2003 F RATINGS-1 AND 2 HR (SEE ITEM 3) T RATINGS-1 AND 2 HR (SEE ITEM 3) L RATING AT AMBIENT-7 CFM/SQ FT (SEE ITEM 3B) L RATING AT 400 F-LESS THAN 1 CFM/SQ FT (SEE ITEM 38) SECTION A -A 1. WALL ASSEMBLY -THE I OR 2 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS -WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF MOM 2 BY 4IN. LUMBER SPACED 16 IN OC WITH MOM 2 BY 4IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 WIDE BY 1- / 3 B IN. DEEP CHANNELS SPACED MAX 24IN. / OC. B. WALLBOARD, *-5/8IN. THICK, 4 FT WIDE SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER UFASTENER TYPE AND SHEET ORIENTATIONSHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE G UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3-1/8 IN, 2 THROUGH PENETRANTS -ONE NONMETALLIC PIPE OR CONDUIT TO BE CENTERED IN THE [THROUGH OPENING. THE ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND PERIPHERY OF OPENING SHALL BE MIN 1/4 IN. AND MAX 3/8 IN. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR -CEILING ASSEMBLY. THE FO LLOWING TYPES AND SIZES OF NONMETALLIC PIPES E- CONDUITS MAYBE USED: - 'A. POLYVINYL CHLORIDE PVC PIPE -EOM 21M. DIAM OR SMALL (PVC) ER SCHEDULE 40 C ) SOLID CORE PVC PIPE FOR E US INCLOSED PROCESS OR SUPPLY R VENTED ( ) O (DRAIN, WASTE ORVENT) PIPING SYSTEM. e. RIGID NONMETALLIC CONDUIT++-4IN. DIAM (OR SMALLER) (SCHEDULE 40 80) PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRIC CODE (NFPA N0. ]O). C. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE-NOM 2IN. DIAM (OR SMALLER) SDR17 CPVC PIPE FOR USECLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. D. CELLULAR CORE POLYVINYL CHLORIDE (=PVC) PIPE-NOM 2IN. DIAM (OR SMALLER) SCHEDULE 40 CEL LULAR CORE PVC PIPE ENT) PIPING USE INCLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE (ABS)VENT) PIPING SYSTEM. E. ACR DUCE 0 S BUTADIENE STYRENE S) PIPE -NOS 2 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE ABS PEE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE RI VENT) PIPING SYSTEMS F. CELLULAR COREER) SCHEDULES BUTADIENE STYRENE PIPE F PIPE -EOM 2 OS DIAM ES SMALLER) SCHEDULE 40 CELLULAR CORE E A PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) SCHEDULE 40 CELLULAR WASTE O ABS PIPE FOR USE IN CLOSED (PROCESS TE SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS 3. HOURLY FSYSTEM-INSTALLED THE SYMMETRICALLY STBOTH SIDES OFWALL ASSEMBLY. THE HOURLY F AND T RATINGS FOR THE HIGH IT I SYSTEM ARE EQUAL TO THE HOURLY FIRE FRATINGIRESTOP OF THE WALL ASSEMBLY I WHICH IT IS INSTALLED. THE DETAILS OF THE. FIRESTOP SYSTEM SHALL BE AS FOLLOWS. A. FILL, VOID OR CAVITY MATERIALS* -WRAP STRIP-NOM 1/4 IN. THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2IN. WIDE STRIPS. MOM 2IN. WIDE STRIP TIGHTLY WRAPPED AROUND NONMETALLIC PIPE (FOIL SIDE OUT) WITH SEAM BUTTED. WRAP STRIP LAYER SECURELY BOUND WITH STEEL WIRE OR ALUMINUM FOIL TAPE AND SLID INTO ANNULAR SPACE APPROX. 1-1/4 IN. SUCH THAT APPROX. 3/4 IN. OF THE WRAP STRIP PROTRUDES FROM THE WALL SURFACE. MINNESOTA MINING & MFG; CO.-FS- 195+ B. FILL, VOID OR CAVITY MATERIALS --CAULK OR PUTTY -MIN 5/8 IN. THICKNESS OF CAULK OR PUTTY APPLIED INTO ANNULAR SPACE BETWEEN WRAP STRIP AND PERIPHERY OF OPENING. A MOM 1/4 IN. DIAM BEAD OF CAULK OR PUTTY TO BE APPLIED TO THE WRAP STRIP/WALL INTERFACE AND TO THE EXPOSED EDGE OF THE WRAP STRIP LAVERS APPROX. 3/4 IN. FROM THE WALL SURFACE. MINNESOTA MINING & MFG CO.-CP 25WP+ CAULK OR MPS-2+ PUTTY. (NOTE: L RATINGS APPLY ONLY WHEN TYPE CP-25 WB+ CAULK IS USED. C. FOIL TAPE -(NOT SHOWN-NOM 4IN, WIDE, 3 MIL THICK ALUMINUM TAPE WRAPPED AROUND PIPE PRIOR TO THE INSTALLATION OF THE WRAP STRIP (ITEM 3A). MIN OF ONE WRAP, FLUSH WITH BOTH SIDES OF WALL AND PROCEEDING OUTWARD. TAPE IS NOT REQUIRED FOR PIPES SHOWN IN ITEMS 2A, 2B, AND 2C. *BEARING THE UL CLASSIFICATION MARKING. 6 - UL #W2003 THROUGH PENETRATION NOT TO SCALE J:N ip. 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CONCRETE STRUCTURAL RE BEAM CONCRETE STRUCTURAL SPANDREL BEAM REFER TO STRUCTURAL DWGS REFER TO STRUCTURAL DWGS REFER TO STRUCTURAL DWGS ACOUSTICAL CEILING TILE 5 5 s a d Z Z U 0 0 8" CMU BLOCK WALL - 8" CMU BLOC WALL ' 8" CMU BLOCK WALL G /- w a w 1 1/2" MTL"Z' FURRING & 1-1/2" MTL FURRING Bf LL—1-1/2"MTL'Z' FURRING 8 u SMOOTH STUCCO FINISH 1 1/2" RIGID BOARD INSU ION J. 1-1/2" RIGID BOARD INSUI�TIO z 1-1/2" RIGID BOARD INSU{/ITiO SMOOTH STUCCO NI$H . , SMOOTH STUCCO FINISH PAINTED ' P NTED - _ e '.o PAINTED or i:•. K C 5/8" GYPSUM WAi LLBOARD 5/8" GYPSUM WALLBOARD 5/8" GYPSUM WALLBOARD � • BASE MATERIAL PER m BASE MATERIAL PER m + ly FINISH SCHEDULE s FINISH SCHEDULE a 0 0_ 0 0 a 0,0 ? Y T.O. sowsT o-sLA > �o-SLA a .a + e CONCRETE SLAB AND - CONCRETE SLA 3 AND CONCRETE BLAB AND , FOUNDATION '° FOUND kTION , , a • ° FOUNDATION r ' �a� a a a' �a XTERIOR CMU WALL Al E ERIO CMU WALL WITH ACOUSTICAL CEILING TILE 2 EXTERIOR CMU WALL WITH 5/8" GYPSUM BOARD CEILING ROOF STRUCTURE MTL. STUD -BRACE TO .MTL. STUD -BRACE TO EXTEND DRYWALL FINISH TO MTL. STUD BRACE TO ROOF STRUCTURE ABOVE ROOF STRUCTURE ABOVE UNDERSIDE OF ROOF DECK ROOF STRUCTURE ABOVE MTL BASE TRACK -SCREW MTL BASE TRACK - SCREW MTL BASE TRACK - SCREW I - : 'MTL BASE TRACK - SCREW FASTENERS @ 24" O.C. -: FASTENERS @ 24" O.C. FASTENERS @ 24" O.C. -. FASTENERS @ 24" O.C. TO MTL TRACK TO MTL TRACK TO MTL TRACK TO MTL TRACK LIGHT GAUGE MTL LIGHT GAUGE MTL FRAMING - 2 FRAMING .. TOP F WALL EXTEND _ TOP F WALL EXTEND WA O O TOP 12 WALL EXTEND , MIN 12" ABOVE GRID I MIN 12" ABOVE GRID MIN 12" ABOVE GRID s ACOUSTICAL CEILING TILE < ACOUSTICAL CEILING TILE ` ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE -------------- (2)LAYERS 5/8-P GYPSUM • 5/8" TYPE "X" GYPSUM . R-31 GATT INSULATION.. WALLBOARD 'R-11 BATT INSULATION R-11 BATT INSULATION WALLBOARD R-11 BATT INSULATION 3-5/8" 25 GA. MTL STUDS 3-518" 25 GA. MTL STUDS 3-5/8" 25 GA. MTL STUDS @ 16" O.C. @ I6" O.C. " @.16" O.C. 2-HOUR RATED CEILING 3-5/8" 25 GA. MTLSTUDS EXPOSED CEILING U.L. # P521 „< @ 16" O.C. i 5 5 Z Z z 5 a dTJ3 d a Z 7 z w wu U w w w U U U U O O p w b III lit w MTL STUD BRACING AT w - w m. MTL STUD BRACING AT w J MTL STUD BRACING AT J MTL STUD BRACING AT LL K MID WALL c MID WALL u MID WALL '� MID WALL it a 5/8GYPSUM WALLBOARD w LL 5/8" GYPSUM WALLBOARD LL 5/8" GYPSUM WALLBOARD " 5/8" TYPE 'X' w y r, GYPSUM WALLBOARD w m w w w MTL BASE TRACK W/ MTL BASE TRACK W/ - MIL BASE TRACK W/ r " - MTL BASE TRACK W/ POWDER ACTUATED POWDER ACTUATED POWDER ACTUATED POWDER ACTUATED FASTENERS @ 24" O.C. FASTENERS @ 24" O.C. FASTENERS @ 24" O.C. FASTENERS @ 24" O.C. i BASE MATERIAL PER BASE MATERIAL PER WOOD BASE AS SELECTED - WOOD ' - FINISH SCHEDULE ' FINISH SCHEDULE ' BY OWNER - -' BY OWNERE AS SELECTED Al .° n° .. .. 4 °d . e. a. a .a: .. da.•e a tl de a .. ,d a ,. . . .. .. ... .. ..a . CONCRETE SLAB a .. .. �� a, a ...; d.'., °.:d00NCRETESLAB. ..... " ' C NCRETESLAB <.d .. - A. .. .. :: .. ... .. e.. a °n O °.'e: CONCRETE SLAB' w :d � 6 .. ..: d a .._ .d .a. .. 4:. .. _ d e a '. a ad 4 G° f• '. . ° .. .. , a I, '.. _.. � a i INTERIOR PARTITION B B1 INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION 2 HOUR RATED U.L. # 4 B2 �� w� } WALL TYPES SCALE: 1" = 11-0t1 INSUL.ATION NOTES ATTIC SPACE INSULATION - The attic insulation shall be faced batts and blanket material that utilize a formulated polyvinyl emulsion adhesive, when laminating the facing to the fiberglass insulation. (BKNV.R11478). RIGID BOARD INSULATION - Johns Manville or approved equal Surface burning characteristics Flame Spread Index ASTME84 a_25 Smoked Developed Index ASTME84 15450 WALL INSULATION - Johns Manville or approved equal Surface burning characteristics Flame Spread Index ASTMC665 1525 Smoked Developed Index ASTMC665 550 ctocti w* .c om5:c=c my E v Q °u C 0 w y U C N L a _ ''- aL m d m. u�i w t} 3 a o ..w, a>.0 'C B OO 03u c .IJ �coaw ¢ N E{°� T m 3 aO V 3 •LM �n'c L '° •3 1 f00 'ozo 01 _u3� 3 y I Y G ® ao. t o C-.- U a C 5 C M= c ` M C E ¢ ¢a Ea¢ a U Q L O. C7 N N N CR5 N n w ma M 3 N O W d � p O E N 1= Cr-) N lei (0to N a O L N N VN 0 U � 4.J ry� W U E EN O Ln U oo IL N Q Q � 41 p� fu U _l a--' M 00 > N C).) U) �q\ V J ry) of s Rev. # Date 2 26-Jun-14 Bldg Dept Comments Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet ^ l . 1 Wall Types LIGHT GAUGE MTL FRAMING MTL. STUD - BRACE TO ROOF STRUCTURE ABOVE MTL. STUD - BRACE TO ROOF STRUCTURE ABOVE MTL. STUD - BRACE TO ROOF STRUCTURE ABOVE MTL BASE TRACK - SCREW FASTENERS @ 24" O.C. TO MTL TRACK TOP OF WALL LIGHT GAUGE MTL FRAMING 5/8" GYPSUM I ACOUSTICAL CEILING TILE 5/8" GYPSUM VINYL CEILING TILE 5/8" GYPSUM WALLBOARD JI WALLBOARD WALLBOARD JI SOFFIT SOFFIT SOFFIT R-11 BATT INSULATION R-11 BATT INSULATION 3-5/8" 25 GA. MTL STUDS @ 16" O.C. 3-5/8" 25 GA. MTL STUDS @ 16" O.C. 5/8" GYPSUM WALLBOARD WHITE F.R.P. FINISH CEILING z R-11 BATT INSULATION F LL i LL G LO E 3-5/8" 25 GA. MTL STUDS m N KITCHEN 123 0 @ 16" O.C. o $ o o 0 ko MTL STUD BRACING AT MTL STUD BRACING AT LL m MID WALL m p MTL STUD BRACING AT w MID WALL G ,ll MID WALL d 5/8" GYPSUM WALLBOARD M � 5/8"GYPSUM WALLBOARD � � m 5/B" GYPSUM WALLBOARD LL TILE FINISH @ 48" A.F.F. - MTL BASE TRACK W/ MTL BASE TRACK W/ MTL BASE TRACK W/ POWDER ACTUATED POWDER ACTUATED J POWDER ACTUATED FASTENERS @ 24" O.C. FASTENERS @ 24' O.C. FASTENERS @ 24" O.C. ? BABEMATERIAL PER FINISH L BASE MATERIAL PER SCHEDULE FINISH SCHEDULE BASE MATERIAL PER FINISH SCHEDULE n. ° _e• d..'..a . e °d • ° ode 'd ..°d < ° a °d .<... .. "... . .°d: CONCRETE SLAB' <'. `::. ': ° a • CONCRETE SLAB' °a a°� °a .. a t .° • c • a GOtICRETE SLAB'. n .a• °'.'.< a '. �aPa. - ae L INTERIOR PARTITION C INTERIOR PARTITION IN TERIOR R PARTITION C1 r/ off— .. I ROOF STRUCTURE I MTL. STUD - BRACE TO : MTL. STUD - BRACE O ROOF STRUCTURE ABOVE ROOF STRUCTURE ABOVE ' 1 MTL BASE TRACK - SCREW " MTL BASE TRACK - SCREW MTL BASE TRACK - SCREW FASTENERS @ 24" O.C. FASTENERS @ 24 O C. FASTENERS @ 24" D.C. TO MTL TRACK TO MTL TRACK TO MTL TRACK TOP OF WALL - EXTEND TOP OF WALL - EXTEP ID ` MIN 12" ABOVE GRID MIN 12" ABOVE GR D R-11 BATT INSULATION VINYL CEILING TILE_ VINYL CEILING TIE LIGHT GAUGE MTL 3-5/8" 25 GA. MTL STUDS FRAMING @ 16" O.C. L T R-11 BATT INSULATION I 3@-5168"025 GA. MTL STUDS 5/8" BAIT INSULATION 5/8' GYPSUM,.. n 3-5/8" 25 GA. MTL STUDS 0.DS EXPOSED CEILING @ 16" O. WALLBOARD EXPOSED CEILING EXPOSED CEILING WHITE F.R.P. FINISH WHITE F.R.P. FIN H SOFFIT ` KITCHEN 123 KITCHEN 1 3 MEN 120 LL LL LL LL MTL STUD BRACING AT < - Q MID WALL I?o MTL STUD BRACING I T LL o c MID WAIII LL MTL SI UD BRACING Al MID WALL d 5/8" GYPSUM WALLBOARD TILE FINISH @ / o 5/8" GYPSUM WALLBOARD--- " �48 A.F.F. 5/8" GYPSUM WALLBOARD EA. SIDE I MTL BASE TRACK - SCREW FASTENERS @ 24" O.C. TO MTL TRACK TOP OF WALL - EXTEND MIN 12" ABOVE GRID LIGHT GAUGE MTL FRAMING MTL BASE TRACK - SCREW FASTENERS @ 24" O.C. TO MTL TRACK TOP OF WALL - EXTEND MIN 12" ABOVE GRID LIGHT GAUGE MTL MTL BASE TRACK W/ MTL BASE MTL BASE TRACK W/ POWDER ACTUATED - INSULATION NOTES ATTIC SPACE INSULATION - The attic insulation shall be faced batts and blanket material that utilize a formulated polyvinyl emulsion adhesive, when laminating the facing to the fiberglass insulation. (BKNV.R11478). RIGID BOARD INSULATION - Johns Manville or approved equal Surface burning characteristics Flame Spread Index ASTME84 <25 Smoked Developed Index ASTME84 <450 WALL INSULATION - Johns Manville or approved equal Surface burning characteristics Flame Spread Index ASTMC665 <25 Smoked Developed Index ASTMC665 <50 Ea c Q m i m 2:9 n o - m E 3 n .3 a y cN.cmm-. 3 � LM NE Y L c`o v m3 NLC L N a+• m ., + LJ.///��� c m m 3 y U u 3 y u 0 m may-p .— U v c u D c c u m °u ¢ n E a 1 p O N J 0, _ t W N °D .02 ui y N N 0 N�c) `Y C;6 y O a 0 U c') 2 Nc _ o 00 C n U N E ON 0 L0 L � 0`/ V pW—Je W` V n� E EN ® Ln U d M U ® 0 E: (3) N (Q Q �(1)® IN C U C M - �ML V M L a --I 00 > N 0.1 V) 4 -, L— N U / M d POWDER ACTUAT D - POW DER ACTUATED FASTENERS @ 24" O.C. FASTENERS @ 24" O.C. BASE MATERIAL PER FASTENERS @ 24" O.C. +; FINISH SCHEDULE . - BASE j MATERIAL PER FINISH " s BASE MATERIAL PER :, BASE MATERIAL PER - SCHEDULE FIN[SH SCHEDULE FINISH SCHEDULE °. a ... .: Aq. ° .. I. . a..:.d. :... ...a . ....... A. .:.. . ....e. ... i. .. .<. e..: ° ° d . °.z °G NCRETE a.� CONCRET€SLAB ne REE SLAB' GONC ' . d a . i ^ INTERIOR PARTITION ^E INTERIOR PARTITION / V 1 INTERIOR PARTITION I I I _ WALL TYPES I I ; I 04 SCALE: ill = 1I -0II Rev. # Date I 2 26-Jun-14 Bldg Dept Comments i Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet A L 2 Wall Types d i 0 O i U N i A N L O q L V 0 < U w. _ O 0 a C n a v `0 1 0 at$ 0 3 mnmu0i aci OO1 M O N p U 3 U -J C O 'p N ¢ i� U'''0w� a0 m �n 3 at •L G O y Vu = L \ OWaa oL O /� y L c L� ^ C, 0 3 2 U ¢u¢aEa¢ A N 0 L V) N 0 i 0 a a N _ J 0, T W c Go N N fn N M v C;6 o V m C h co 0 O b `N H O M N >11 E EN 0` Ln N _� L ®_o L V- oV Q � (B U M (u J M L CD ® N i", U) M d u !V. # Date )ject mber 13-0629 Aus Permit ;ue to 24-Apr-14 feet ^ 2 . O Life Safety Plan 4 163'4" (BUILDING OVERALL) A3.1 m kt 155'-01, 11_4" 7,_1„ WALL LEGEND 23'-8" 21'-8" NY 10'-8" 12'- °' ' T-6" 23'-8" 5'-7" 16'-1" 20'-2" 14'-0„ O— A2 1 © A (ENTRY v 8" CMU WALLS & COLUMNS. INTERIOR FINISH SHALL BE 1 1 B2 ^ MIN. 1-1/2" MTL "Z" FURRING WITH 1-1/2" RIGID FOAM 101 E O � I I HVAC RM. ELEC. RM. INSULATION AND 5/8" THK GYPSUM WALLBOARD FINISH (PAINTED). EXTERIOR FINISH SHALL BE SMOOTH STUCCO B3 B OFFICE I 1 1 117 105 FINISH & CULTURED STONE VENEER TO BE SELECTED BY I L — OWNERWHERE APPLICABLE REFER TO BUILDING 118 1 STORAGE I 1 A2.6 ELEVATIONS AND SECTIONS). A2 114 MEETING ROOM 115 MEETING ROOM 1160110 O ... \... 1 1 l E M _ I I I MIN. 3-5/8" 25 GA. METAL STUDS @ 16" O.C. W/ 5/8" THK ' GYPSUM WALLBOARD FINISH EACH SIDE (PAINTED). PROVIDE MIN. R-11 BATT INSULATION IN ALL WALLS MEN OE WOMEN I SURROUNDINGBATHROOMS, HVAC CLOSETS AND THE E E102 125 LAUNDRY I: O O a: 1 Bz I BI O O I Al EXERCISE ROOM = I i � i 103 MIN. 2-HOUR RATED FIRE PARTITION U.L. # U419. OF THE O STO I I THREE OPTIONS LISTED UNDER U.L. # U419 ALL ARE ACCEPTABLE. PROVIDE AS -BUILT DOCUMENTATION AS TO CARD ROOM DVD ROOM LIBRARY 109 l 126 WHICH OPTION WAS USED FOR FUTURE REFERENCE. 112 111 110 I 11 _.. _ I op c B2 CLUB STORAGE N B I 104 I I B1 O B I Bl G E N E RA L NOTES LOBBY JANITOR GAME STORAGE j A SOS 107 106 I 1. All cabinetry and built-in finishes shall be selected by I =I Owner. 2. Provide tempered glass at Office 118. v 3. General Contractor shall coordinate all window and door C 'v openings with door and window manufacturer prior to block q wall Installation and tie beam pour. 1 O ' 4. All windows and doors shall receive high impact resistant glass and shall have product approval. 5. Base board & crown model profile and finish shall be A3.1 B selected by Owner. is a 6. All door casing profile and finishes shall be selected by „ T-9" o Owner. p 30'-0" 60 7. Kitchen and other appliances as selected by Owner. Field verify openings prior to ordering of appliances. o 113 8. Closet shelving as selected by Owners. Coordinate blocking ❑ - - --I B with design. 9. All equipment and appliances to be furnished by Owner. 00 0 10. Dance floor shall be laminate wood flooring with wood ao transition between carpet and laminate wood floors. o 11. Provide blocking along studs in STORAGE 109. B J - ❑ W O , I I in Ai BANQUET ROOM : •" 3 J Q L.0� 00" 119 A3.1 > - o o O o o Co M 7 O I I o I , I b I I I B BD 4 Al I B . I L _ � I. 00 I o. L--------------------------------- I --_.-----_ —_—_� Cl C2 — — — a — — — — A/V ICE O O__ 1 � __ 1 1 MEN WOMEN 1 ��JJJJ 120 121 A2.8 ❑ I 1 ----- - - - - - I: MECH. RM. 124 N ■KITCHEN ® 123 I. D A A ------------� D STORAGE 122 OP c O 00000 ❑ i� 100000 M ; 15,_3„ 44'-9„ g, 0„ 13' 3 1/2" 12'-0,r 26-0 1/2" 22'-0" 13'-8„ z/440 4, 2 163'-5'",(BUILDING OVERALL) LOO R PLAN 1 CHANGES TO COLUMN LOCATIONS A3.1► TO MATCH SHOP DRAWINGS SCALE: 1/8" = 1'-011 C L O C Y N vycm.d.. my L O> C F C �ao �ooNa9� a=f�ouvi 3 J 6 0 N C N + C T V O s t `aa O f0 J u 3 Ev c ¢ N '0 .L 6 y C 4� M v Q O t o O y CL 3 J 4T u L u ® Y •- J C a n :E U ¢ °u ¢ Z E a ¢ a dd M J P a t W N ^ ® N U W M v � 6 8 O u- � L �y$ N d j O Oy U V OcNc : o E y N U O o ^ V �.. o NLo M N VI N O i U E EN O` Ln V M L ®`/ o _o r� V (1) WI1 Y/ (1� 1 fu 'Wl v J 1 ru 00 > f N U) L V) 11 o f\ Rev. # Date 1 20-Jun-14 Coordination Revisions Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet ' ^ 2 . 1 Overall Floor Plan .4101, I 1 I 1 I 1 i c 10'-1" m 1 ENTRY 5 101 I co d 1 F 1 I N 1 I 1 iW 1 6 -11" I 1 Iin 1 I 1 I 1 A2.6 --------------------.�--------------� ' 0 I Q x w I Q I 302 � � 125 ti I 103 0 I -LOW DRIB � FOUNTAII _0.1 113,_3" 1 TOR: I v L09 0 (V 6'-3 2" '-11/2" 1' 6'-3 1/2" N (V SHOWER ,, % M ISHOWER" '-3 1/2" T_4^ i 6' 3.1/2° mac.:.... fi. . XHOWeHOWE II II I I OMEN � W� a a WC MEN WC MEN LAM I 102 (� 125 u 0 URINAL ? a WC 0 PIZ% LAM13,_2" 3 _2" 0 URINAL a WC VG azs loz a Z;,.. > 4'-8" 5'-2 ; S'-1"•;• 6'-0" 126 I 1 303 N ti STEEL BUILDING FRAME MEMBER (TYP.) M 0 8'-7" MECH. RM 105 1 I I f M �I EXERCISE ROOM CLUB STORAGE 103 I _ 104 I � ITELEVISION BY OWNER %� all I w L i I 2 m ' ¢ A3.4 tl► COLUMN PARTIAL FLOOR PLAN )a TO M TCH TO OP DRAWINGS LOCATIONS WALL LEGEND 8" CMU WALLS & COLUMNS. INTERIOR FINISH SHALL BE MIN. 1-1/2" MTL "Z" FURRING WITH 1-1/2" RIGID FOAM INSULATION AND 5/8" THK GYPSUM WALLBOARD FINISH (PAINTED). EXTERIOR FINISH SHALL BE SMOOTH STUCCO FINISH & CULTURED STONE VENEER TO BE SELECTED BY OWNER WHERE APPLICABLE (REFER TO BUILDING ELEVATIONS AND SECTIONS). MIN. 3-5/8" 25 GA. METAL STUDS @ 16" O.C. W/ 5/8" THK GYPSUM WALLBOARD FINISH EACH SIDE (PAINTED). PROVIDE MIN. R-11 BATT INSULATION IN ALL WALLS SURROUNDING BATHROOMS, HVAC CLOSETS AND THE LAUNDRY ROOM, MIN. 2-HOUR RATED FIRE PARTITION U.L. # U419. OF THE THREE OPTIONS LISTED UNDER U.L. # U419 ALL ARE ACCEPTABLE. PROVIDE AS -BUILT DOCUMENTATION AS TO WHICH OPTION WAS USED FOR FUTURE REFERENCE. GENERAL NOTES 1. All cabinetry and built-in finishes shall be selected by Owner. 2. Provide tempered glass at Office 118. 3. General Contractor shall coordinate all window and door openings with door and window manufacturer prior to block wall installation and tie beam pour. 4. All windows and doors shall receive high impact resistant glass and shall have product approval. S. Base board & crown model profile and finish shall be selected by Owner. 6. All door casing profile and finishes shall be selected by Owner. 7. Kitchen and other appliances as selected by Owner. Field verify openings prior to ordering of appliances. B. Closet shelving as selected by Owners. Coordinate blocking with design. 9. All equipment and appliances to be furnished by Owner. 10. Dance floor shall be laminate wood flooring with wood transition between carpet and laminate wood floors. 11. Provide blocking along studs in STORAGE 109. GAME STORAGE B 106 � I 26' 1�, is-1a' SCALE: 1/4" = 11-011 NOT TO SCALE d y C t) Y C W w u L O m �p x mop °v, va m 0++c.L a=i oow3 m O t a J N 6 J 6 0 N C N �.`o'L g 4-J O C O V N Q ymvy: 1;mEJ3a.°c .L 0 c 3 -6iv¢., 3 L DO i D u = Y U!O O L O 0- cv '03 N O 3=1 a, U c u a c c u m Q °u ¢ E a Q (Q 0 U °1 M N LL C 0 0) A N d N � n N « M C ceK m o U 66 d LL N c; U o M O a J ^ 2 O E y� u o ii O v) M N N >r U Q) C U 4-J E E(V Ln rO V M > t3 ' L ® 0 U_ (u QNO . N U M C: fu _J d M L a--% 00 > N O (n L sr-, Rev. # Date 1 20-Jun-14 Coordination Revisions Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet A2. 2. la Partial Floor Plan I STORAGE - OFFICE 114 EHI 1 M fV I 11 J 16 1 TEMP. GLASS WIN OWrc, I 1 " co op N EI— 1 STEEL BUILDING FRAME nrrrm MEMBER (TYP.) 1 _?/7 I'-'I II -LOW DRI KING I FOUNTAIN 14'-6" 161-0" 21-0" . F 1 13'-3" 00 STOR. Io CARD ROOM 112 DVD ROOM 111 - _ LIBRARY 110 I 1 / N 1 I} 1 i0 d', .y m- T-4 7/16" uq '-11 -3/16" WALL LEGIEND 8" CMU WALLS & COLUMNS. INTERIOR FINISH SHALL BE MIN. 1-1/2" MTL "Z" FURRING WITH 1-1/2" RIGID FOAM INSULATION AND 5/8" THK GYPSUM WALLBOARD FINISH (PAINTED). EXTERIOR FINISH SHALL BE SMOOTH STUCCO FINISH & CULTURED STONE VENEER TO BE SELECTED BY OWNER WHERE APPLICABLE (REFER TO BUILDING ELEVATIONS AND SECTIONS). MIN. 3-5/8" 25 GA. METAL STUDS @ 16" O.C. W/ 5/8" THK GYPSUM WALLBOARD FINISH EACH SIDE (PAINTED). PROVIDE MIN. R-11 BATT INSULATION IN ALL WALLS SURROUNDING BATHROOMS, HVAC CLOSETS AND THE LAUNDRY ROOM. MIN. 2-HOUR RATED FIRE PARTITION U.L. # U419. OF THE THREE OPTIONS LISTED UNDER U.L. # U419 ALL ARE ACCEPTABLE. PROVIDE AS -BUILT DOCUMENTATION AS TO WHICH OPTION WAS USED FOR FUTURE REFERENCE. GENERAL NOTES 1. All cabinetry and built-in finishes shall he selected by Owner. 2. Provide tempered glass at Office 118. 3. General Contractor shall coordinate all window and door openings with door and window manufacturer prior to block wall installation and tie beam pour. 4. All windows and doors shall receive high impact resistant glass and shall have product approval. S. Base board & crown model profile and finish shall be selected by Owner. 6. All door casing profile and finishes shall be selected by Owner. 7. Kitchen and other appliances as selected by Owner. Field verify openings prior to ordering of appliances. 8. Closet shelving as selected by Owners. Coordinate blocking with design. 9. All equipment and appliances to be furnished by Owner. 10. Dance floor shall be laminate wood flooring with wood transition between carpet and laminate wood floors. 11. Provide blocking along studs in STORAGE 109. I I I -_-_-_-----®-e®-® B ® ,C, - - - ,C, - O 1 CHANGES TO COLUMN LOCATIONS r PARTIAL FLOOR PhLAN TO MATCH SHOP DRAWINGS KEY PLAN SCALE: 1/4" = V-0" NOT TO SCALE i 'Q y C c ti N C m v No- T G t U C E CyvQ OO o m v c mn mu°i 0. u — o n o c v u GTu01 OL ar O ?Mm'a 3� 2 v Q as r1y YEnc_N.�v�f. \ N D 9 O L O y y y H C N' u � U 3 � ® U 9VILV COL _ 0 Q°uQn EnQ r 01 0 V a v N u01 P N N N U /tip n � M 8 ii U RJ bVg 41 ..n. a O d y M Y U O M `O. NC E � o h N U N o N -C3 i0i ° 0 H C) i® M n � N 10 �l Ile Ti I d ° z. J � Y z ^I L CA: V .0 E EN rO In V M �! -0 L L 0 _® Q .� f a(1)® C U L UU^ N a-+ N U) ry) Rev. # Date 1 20-Jun-14 Coordination Revisions Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet ^ 2 n 1 b Partial Floor Plan I I WALL LEGEND I I I I I I 8" CMU WALLS & COLUMNS. INTERIOR FINISH SHALL BE "Z" 'C' C. - MIN. 1-1/2" MTL FURRING WITH 1-1/2" RIGID FOAM INSULATION AND 5/8" THK GYPSUM WALLBOARD FINISH EXTERIOR FINISH SHALL BE SMOOTH STUCCO FINISH(PAINTED). & CULTURED STONE VENEER TO E SELECTED OWNER WHERE APPLICABLE (REFER TO BUILDING ,I I ELEVATIONS AND SECTIONS). I, I I I MIN. 3-5/8" 25 GA. METAL STUDS @ 16" O.C. W/ 5/8" THK GYPSUM WALLBOARD FINISH EACH SIDE (PAINTED). PROVIDE MIN. R-11 BATT INSULATION IN ALL WALLS SURROUNDING BATHROOMS, HVAC CLOSETS AND THE I I LAUNDRY ROOM. I I MIN. 2-HOUR RATED FIRE PARTITION U.L. # U419. OF THE i THREE OPTIONS LISTED UNDER U.L. # U419 ALL ARE ACCEPTABLE. PROVIDE AS -BUILT DOCUMENTATION AS TO I I I i I I WHICH OPTION WAS USED FOR FUTURE REFERENCE. I � I I GENERAL NOTES 1. All cabinetry and built-in finishes shall be selected by _ _ ♦ Owner. ' ' 2. Provide tempered glass at Office 118. 2 3. General Contractor shall coordinate all window and door openings with door and window manufacturer prior to block wall installation and tie beam pour. 4. All windows and doors shall receive high impact resistant glass and shall have product approval. 5. Base board & crown model profile and finish shall be I 1 4" PER FT. SLOPE seec Owner. lected ted b Y 6. All door casing profile and finishes shall be selected by I Owner. 7. Kitchen and other appliances as selected by Owner. Field verify openings prior to ordering of appliances. 8. Closet shelving as selected by Owners. Coordinate blocking with design. 9. All equipment and appliances to be furnished by Owner. 10. Dance floor shall be laminate wood flooring with wood transition between carpet and laminate wood Floors. I I 11. Provide blocking along studs in STORAGE 109. I I I I LINE OF SOFFIT I -I I ABOVE I I I STEEL BUILDING FRAME- MEMBER (TTP.) BANQUET ROOM I I: I I 119 I I I - I I I I I - L.— — — — — — — — — — - — — — — — — — — — - — — — - - — — — — - - - — - — — — — — — — — - - — — — — — — - — — — - 12"MAX Q' — — — — — — — — — — — — — — — — — — — — — — — — — — — �♦ PASS-THRU COUNTER NO I E „ @ 42" A.F.F. 1 3 CABINET � z 1 3 � I MEN � we N EN WC I W .- A/V o 127 m - COORDINAT I 'T-6" �� T-6" \� OPENING SIZE WIT I j v IC � OWNER'S EXISTING J I I 1 ACCORDION DOOR, i MECH. RM. 124 r KITCHEN 123 LL I w s •;� .<.... I l ® i ® N7 ----------- ------------ —� 9'-4" a O o N 28'-2' w 20,-6" ® M 1/4" PER FT. SLOPE -..... * STORAGE in � i 122 H/S EXHAUST HOOD — — — — ;• ° oo OSTOVE01 0000 OVEN I I TABLE �O i PARTIAL FLOOR PLAN 0 CHANGES TO COLUMN LOCATIONS SHOP DRAWINGS KEY PLAN TO MATCH SCALE: 1/4" = V-®" NOT TO SCALE ,a i0 C U yi. C N 0 M V N L Q C CO E 0. N 3 0 �v O VI mamu°1i a�i � C J n O N G i E2 ¢ i mEa0ay, aw=L, 3 3 ® 0 L O C N L U9 I oC E EN O Ln U M fo -0 ® _0 LL N (� aa)0 s fB fa U J M VU L_ 4J M 00 > N U) e, Vl Mau Rev. # Date 1 20-Jun-14 Coordination Revisions Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet n 2 . 1 C i Partial Floor Plan ® B B' r [ILL p . O 101 1 1 101o� I 1 101 1 1 1010 0 1 II WALL .SPACER BAR (REQUIRED WHEN SPLINE IS USED IN PLACE OF CROSS TEE RCP LEGEND 5/8" drywall Ceiling (Smooth Finish) 2X4 Accoustical Ceiling Tle -4+ 2X2 Accoustical Ceiling Tile ® Supply Diffusers Fol 171 Return Grill �J 2x4 Fluorescent Light 2x2 Fluorescent Light IQ Junction Box Q Recessed Fluorescent Fixture Wall Mounted Interior Decorative Light Wall Mounted Interior Sconce Exhaust Fan 4 Wall Mounted Exterior Decorative Light Under Cabinet Lighting Emergency Light Fixture Exit Light Fixture *Note: Subscribes are used to designate light types. See LIGHTING SCHEDULE for light types. GENERAL NOTES 1. Refer to Partial Reflected Ceiling Plans for ceiling heights. 2. Provide smooth ceiling finish in areas that are to receive gypsum board ceilings. 3. Acoustical ceiling tiles and grid system shall be selected by Owner. 4. Provide vinyl ceiling tiles in Kitchen. 5. 2X2 Ceiling tile shall be tegular edge with a random fissure finish. Provide samples for Owner approval. 6. 2x4 Ceiling the shall be square edge with standard random fissure finish. Provide samples for Owner approval. III` j TEE IMAIN RUNNER REFLECTED CEILING PLAN CHANGES TO COLUMN ACOUSTICAL CEILING TILE DETAIL TO MATCH SHOP DRAWINGS SCALE: 1/8" = 1'-0" HANGER WIRE(12-GA. . GALVANIZED STEEL WIRE) WRAP; THREE FULL TIMES KERFEDAND. \_ RABBETED ACOUSTICALTILE CEILING SCALE: NTS MEL U 0 M C U N L E L C my v1,U o�3 � N C Ip `1] N N 00 y J O O O v i .++ C T N O L Y L �-t� mEnJ3as V 3 '10^� ai 10 O1v N L C y 0 tz 3 O 'u.- JC- U 9 C P V C C U 0 ¢e¢aEa¢ r �J V M N 17 C9 MI & N 7 ® N U N n � m L O cd n d u. O h n a O m �o y ro U N E ON O :6 U LO ® n L N C U i C N F [ t Ip Z (b J Q Y 72, z 4-J U 4J E EN O Ln U d M >_ u U o_O a)LL� 0-.Iv (u QUC) >✓ M (I3 U a -I 00 > N (n s-, ®�f/ m V / M d � Rev. # Date 1 20-Jun-14 Coordination Revisions Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet n 2 . 2 Reflected Ceiling Plan 11 . III I I I 1II \ i II I 1 111 .. .'1--1' Iii .....1i: 11 I, ,C11 :I .:. .T--r I 11 1 1 1 1 1 1 Il rA III ®®®�.~�®®_____®___ _®®®■■■ I I®■■■■11■®1� I I •.�1� ;- I I - s vvvvvvvvvvvvv vv vvvvvvvvvv♦/ v v .vvvvvvvvvv• �.vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv.vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv� 1 4 ♦ ♦♦♦♦♦♦ .._ t14v�4464444L4604®®a�������Ji Ow�r�i �T�l. .u. .��.�.�.�.�.�.�.�.�.�.�, �. .u.—.�A.�A_�.�.�.o.�.�.�AA.�.�.1�.♦AAA.♦.�.A.OA.�.O.A.�.♦.�♦A.��♦��♦�♦AA.�♦.♦�♦.�♦.♦.����♦�1—ems A��AS AA♦'•��♦��A��A���♦��♦��♦'♦s�♦� �♦w♦���♦�♦�♦w.�♦�♦�♦�♦� �����As�s♦�♦�����♦a�������¢���������i ��i�ss��.e I 1 I I PARTIAL REFLECTED CEILING PLAN CHANGES TO COLUMN LOCATIONS TO MATCH SHOP DRAWINGS SCALE: 1/4" = 11-0" RCP LEGEND 5/8"' drywall Ceiling (Smooth Finish) 2X4 Accoustical Ceiling Tile 2X2 Accoustical Ceiling Tile ®� Supply Diffusers M z Return Griil F771 2x4 Fluorescent Light 2x2 Fluorescent Light QQ Junction Box Q Recessed Fluorescent Fixture Wall Mounted Interior Decorative Light Wall Mounted Interior Sconce ® Exhaust Fan 4 Wall Mounted Exterior Decorative Light Under Cabinet Lighting Emergency Light Fixture Exit Light Fixture *Note: Subscribes are used to designate light types. See LIGHTING SCHEDULE for light types. C k.. y KEY PLAN 004 NOT TO SCALE y Oct i C p O! L O 0 C L •- C 0 U O. O C N a O V w a nt N o 3 Yv� 1p� ao W. c ai 4.. E E c ov m Q.. y N y IE P 0)V •mot='„ •� a -Y C Oy.a ° O t o m a N L C A L N 3 ^ 1 u 0 y N C y 10 i. QU 9 N L a C O L N Q U<n Ea¢ P V M N _ J P Go01 7 N ii®1 N 5 m o ¢ 0 \ rn O o a) a) 4: 2 E n N U E O N 6 0 b tN 0 Q 47 t7 � N Q U � G h O N z° � - J Z I w I -1-J U\\ 44.J E EN ® Ln U d M L fu •L U ® 0 aJLLru � Q 0- .I� 1y fu U M fa J M L a--+ 00 > N(ne-, M 0 � v/ Rev. # Date 1 20-Jun-14 Coordination Revisions Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet n 2 ®2 a /Partial Reflected Ceiling Plan CL O Ct Nam' C H L O E$ u a CO -ca'Uc o Ol D N L Y w a=, 003 W C 0 0- O 0 C N N a tJ C OO E m o 3 I ao E ((��� o) 1° wDD oL.o N L C L N 3 Y N Y Y C) N S q 0 3 O m + 4T N - � C U O N L D C M t _ N Q V Q.6 E 2 Q L 4-J U M >-0 U ® 0 �LLN Q .(I) o (0 U J fu a-+ M 00 \ N C))L C f) �(� V) M a- .i Rev. # Date 1 20-Jun-14 Coordination Revisions Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet n 2 . 2 b Partial Reflected Ceiling Plan d i C C t W C N L O ry L_ C E.a , a o m- u c a w¢ a c °w.�t°' m a,=ooW3 J a 0 0 C N M O A u O C :E E �J a c o � c r C 1M/1 •L 4J 10 � 3 rn�Ns C i0 v a a OL O ut 03J�U�N� A.+ d nv'-y Y J C +, _ a N L a C O L 0 ¢°u¢aEaa 0 %' r�{'� p �J V N LL P r( C N NJ N m N W � f7 N 6G. 0O O L W N LL �yJ M 2 N 2 h N E U y ON O U H A ® N M � N l^1� rJ U E Er C) N U) U -0> (�MtM�( V C.) �Un r� aw® n M �- C: f0 U J R3 L M 00 (� NON rn -J Rev. # Date 1 20-Jun-14 Coordination Revisions Project: Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet A2.2c Partial Reflected Ceiling Plan A3.1 :. 50'-0" MAX DISTANCE BETWEEN DOWNSPOUTS (TYP.) 1 I .-_-_-_-_-_ rr --_--�I r -- {S III _LL_____J -_ �O SIIII -' III -------- _- ---- ---- __L__----_-__ ___- ________C____I ____ ______ j_- ----- rr -T _-------- - I I T1 n TIIn I --I-� I:I- II II. 'li I II IJ it II II II I J I I I I I I I II � Li Li r u G ---- -- _7 w it it 0 ill il. III �- _ -:I II Li. ry II ,II LI L I I I I I I I I I I of Ll L O N L= C p Y E a °u E `o °-yQac azY°o�3 C O a N Q C N T = 9. q.� 3 a,aL_+ �ly L C O N a o m Y 0 L O N L C A L m 3 � w O Y N m3a�'iay°'w o�•_ a+ �i+u.. L C U ry a V I L aa C U Q °u ¢ E aE I II II II I. I�. II. 1616 u v iL r r -- . -1Ir j _ _ II II I Lf -- -- - - - - - --_ �� -- --J ��- - -i - r�l it I I I I I I I I I c,� RIDGE O• f l RIDGE Hit 1. I I -„ 4.8:12 SLOPE I I. v v L- — a r-'� III IIII 0 N I L_. 01 ___ ____-� IIII 11 _ m --__- -- -- r- n, c o II ii II L _ JUL_ _ JI II n II i II II. L-� G 1� __ �. --_--7 r ,I III. I I � ,,,.. N V 1f II II 11. II II rn �.N II II II II �I I� II II. I.I a) .Nn a7 `. rl ILS LJJ D' d p p V Y M Li. II II i% ti in N II v c 171 It _ -- it 11 u Ir I I I - H It u N I III i . 11 - -- -- --- - J -- -- --- J L------ �' �� F -1 1 I. li I I II-- - --- ------ ___ III -I ,;.. --------- ---------.----- -- ---------------'�--- -�---I ---- ----- L-- J_ -J << I o V 4:12 SLOPE 4:12 SLOPE I 1 I I i I A3.1 Ii I I 4J 1 Q r III -1 I Q Z w IN RIDGE. IH Li ti ii w LJ -°D __ _J 11 3 U I , r7 I >I; Ir I I I E r1 I I Ii Eit N I O Lin r I Lil I v II I Ili. U Q.O r U a) iL N Ii n j 4:12 SLOPE 4:12 SLOPE �. ) c II I t c H t6 Q.V � J II ItLiU4-; 00 v \ / /1 I / N a N I 1fo ON L I F- n it - I �- L-Ii V/ Md� Rev. # Date 1 20-Jun-14 Coordination Revisions Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet n 2. 3 Roof Plan 5/8" MIN. STUCCO FINISH REFER TO STRUCT. DWGS FOR BEAM SPECIFICATION HEAD` c o a a .d7 1-1/2" MTL "Z" FURRING a d n W/ 1-1/2" RIGID INSULATION 5/8" GYP. BD. a a ' a ' b WOOD BLOCKING ' FLASHING AS REQUIRED v 5/8" GYP. BD. CAULK @ FRAME .. BO TH SIDES CO NT. WD. SHIM WINDOW -SEE PLAN - (2).3-5/8" MTL STUD HDR.. FINISHED WD :-...CASING 2X4 WD. B CK PTD. GRADE. WD. FRAME WINDOW- EE SCHEDULE HEAD SLOPE STUCCO SILL AWAY FROM WIN. EDGE 5/8" GYP. BD. w/ CORNER BEAD ATTACHED PER N.O.A. SILL ATTACHED PER N.O.A. U ;i MARBLE SILL 5/8" GYP. BD. -:. CAULK FU L FRAME ty, E--BOTH SIDES, FLASHING a d WOOD BLOCKING PERIMETE ,TYP TYP. - ^„ .a .. AS REQUIRED ' FINISHED WD CASING 1-1/2" MTL "Z" FURRING CONCRETE SILL a ( W/ 1-1/2" RIGID INSULATION (2) 3-5/8" MTL a - STUDS STUCCO FINISH 4 ,:, - . c 5/8" GYP. BD. 'WINDO E a .. n � ;. 'i; SCHEDULEPTD.GRM WD. FRAME : JAMB JAMB WINDOW -SEE PLAN VERIFY SILL W/. WINDOW -SEE— OWNER .. SCHEDULE 5/8" GYP. BD. VERIFY w OWNER CAULK @ FRAME.. WOOD BLOCKING FIN. WOO SILL ' AS REQUIRED �.. FIN. WOOD TRIM .. .,.,. ' .. FLASHING .✓ ' 5/8" GYP. BD. `. GROUT FILL CELL ' 1-1/2" MTL "Z" FURRING SEE STRUCTURAL SILL FIXED WINDOW W/ 1-1/2 RIGID INSULATION ALUMINUM STOREFRONT WINDOW SCALE: 1-1/2" = 1'-0" FINISH SCHEDULE ROOM ROOM NAME FLOOR WALL BASE WALLS OTHER FIN. CEILINGS CROWN MOULDING NOTES: NO. (SEE NOTES BELOW) TYPE .TYPE N E S W MAT'L. HT./A.F.F. FINISH IMODEL# `11 „ -'EN ;s° i CT ,;,` �),7 PGW `P•W Ii PGW 102 MEN CT CT BASE )MRGWPMRGVVPMRGWPMRG WLTILE@48' PGW 10'-0" - - 1,2,3,5,6,8,9 ATY,A3•, EkRISE,OtFM CPI `':..,:P,p 'PGW W PGW, 1. '; , ,P(WW. ,:,. .,. , ; .,� 104 CLUB STORAGE BFC - PLY PLY PLY PLY - EXP - - - 1,2,3,5,6,8,9 145 ELC. ROOMf .; PGW PG4ir PGW% - P)'`hY' -==" ',,' EXP p;'SFC 6 ...A.,, __. .. �. %-'' 106 GAME STORAGE BFC - PLY PLY PLY PLY - EXP - - - 1,2,3,5,6,8,9 ' JAR P 777777 (M ¢� PGW PGW PGW - ACT 1 10'-011. - - ,rrrri... g 1,2,3,5,6,8,9 108 LOBBY CT PWD PGW CT PGW....PG4K PiM,, ': PGkN r '', PI$W r a " ��'.<2,xS,S,Bt °eP ...... ..:;•' 110 LIBRARY CPT PWD PGW PGW PGW PGW - ACT 1 10'-0" - - 1,2,3,5,6,8,9 CPI'.,, PWR PGW PGW .P :PGW'.: .', r , •rA1✓,`'' ''`` %✓%;:,?; ,1:• ,DD001�,;.,.. a"<2w,5 112 CARD ROOM CPT PWD PGW PGW PGW PGW - ACT 1 10-0" - 1,2,3,5,6,8,9 ff3. - ICE CT PWD : • PGW, PGW PGV/ ;PGW r `• r r,. PGW ,:b$(I 10'-01, - s .E... - / .s2x i, r, 1,2,3,5,6,8,9 114 STORAGE CPT VIN PGW PGW PGW PGW - ' 215 PIEET!ING RQQM CPT i, r PNEIfi �7 PGW HOW ri PGW " -;;,PGW //%/i 1. 10'• % i' ,'''� N i i i '.'xq',',2rt� r$ryS f 116 MEETING ROOM CPT PWD PGW PGW PGW PGW ACT 1 10 0 1,2 3 5,6,8,9 f17 MVACROOM BFC ✓r/ PGW SOW PGAf PV A �. ! i Sf2r315,6,8,9'. 118 OFFICE CT PWD I PGW PGW PGW PGW ACT 1 10'-0" 1,2 3 5 6 8 9 =€19 i�yUQVIET RL�Of^I '', err ,PW ',VARIES, rirP�'`W+?JPi"aW 120 MEN CT CT BASE MRG PMGR PMRG PMGR WLTILE @ 48 PGW 10 0' 1,2 3 5 6 8 9 �1 WOMEN ... ELL %, 1. , y ✓ri y, , , 122 STORAGE BFC - PGW PGW PGW PGW EXP - 1,2 3 5 6 8,9 1�3 r!/ .ICI HC'N• % / «y'- T; SE FRP ff}P Lam.. FRP; ' y C'i' rr '1 `c�kR..�.. 77 ZWOlIx .; 1'� 7✓8n.:' , ;: r „/ , 124 MECH ROOM BFC PGW PGW PGW PGW EXP 1,2 3 5 6 8 9 GW PM KE�';t'(e- - , - . 126 CLOSET CT CT BASE FRP FRP FRP FRP - PGW 10'-W - - 1,2,3,5,6,8,9 77777p FROM 7 � ,Y ✓r✓, ,, 71 ,,,.,� y FINISH LEGEND BFC BROOM FINISHED CONCRETE WD BASE 5-1/4" WOOD BASE TRIM - PAINT FINISH COLOR TO BE SELECTED BY OWNER. WD LAMINATED WOOD FLOOR - FINISH AND STYLE TO BE SELECTED BY OWNER. PROVIDE $6.50 CT BASE CERAMIC TILE BASE - SHALL MATCH SELECTED ALLOWANCE PER SQUARE FOOT. ALLOWANCE FLOOR TILE UNLESS OTHERWISE NOTED. SHALL INCLUDE ALL INSTALLATION MATERIALS, FLOORING TRANSITIONS, ETC. REFER TO SHEET QT BASE QUARRY TILE COVE BASE - COLOR AND FINISH A2.1 FOR DANCE FLOOR SIZE. SHALL MATCH QUARRY TILE SELECTED. CT NON -SLIP CERAMIC FLOOR TILE - TILE TO BE SELECTED VIN VINYL BASE TRIM - COLOR TO BE BY OWNER AND INSTALLED BY GC.. PROVIDE $5.00. SELECTED BY OWNER. ALLOWANCE PER SQUARE FOOT. ALLOWANCE SHALL INCLUDE ALL SETTING MATERIALS, GROUT, ETC. WL TILE WALL TILE AS SELECTED BY OWNER -PROVIDE $5.00 ALLOWANCE PER SQUARE FOOT. ALLOWANCE SHALL INCLUDE ALL SETTING QT NON -SLIP QUARRY TILE - PROVIDE COLOR SAMPLES MATERIALS, GROUT, ETC. FOR OWNER APPROVAL PRIOR TO INSTALLATION - PGW PAINTED GYPSUM WALL BOARD (5/8" THK) WALLS CPT CARPET TILES - COLOR AND STYLE TO BE SELECTED AND CEILINGS - SMOOTH FINISH. BY OWNER AND INSTALLED BY GC. PROVIDE $5.00 - ALLOWANCE PER SQUARE FOOT. PMRGW PAINTED MOISTURE RESISTANT GYPSUM WALL BOARD (5/8" THK) WALLS & CEILINGS. - SMOOTH FINISH. ACTT 2X4 ACOUSTICAL CEILING TILES WITH SQUARE EDGE AND STANDARD RANDOM FISSURE FINISH - PROVIDE FRP FIBER REINFORCED PLASTIC OVER 5/8" DRYWALL - SAMPLES FOR OWNER APPROVAL PROVIDE BLOCKING WITHIN WALLS AS REQUIRED BY OWNER. PRIME WALLS PRIOR TO FRP INSTALLATION. AC 2 2X2 ACOUSTICAL CEILING TILES WITH TEGULAR EDGE AND RANDOM FISSURE FINISH - PROVIDE SAMPLES TBD - TO BE DETERMINED BY OWNER PRIOR TO INSTALLATION. FOR OWNER APPROVAL. VCT 2X4 VINYL CEILING TILES (WHITE) EXP EXPOSED CEILINGS - OPEN TO STRUCTURE ABOVE. PLY 1/2" PLYWOOD IN LIEU OF DRYWALL FINISH PLYWOOD SHALL BE PAINTED - COLOR TO BE SELECTED BY OWNER NOTES: 1. TAPE, MUD AND SAND DRYWALL THROUGHOUT PRIOR TO PAINTING, SMOOTH FINISH. 2. PAINT DRYWALL THROUGHOUT (1) COAT PRIMER AND (2) COATS W/EGGSHELL FINISH PAINT. PAINT DOOR AND BASE TRIM (1) COAT PRIMER AND (2) COATS SEMI -GLOSS. (2) COATS SEMI -GLOSS FINISH @ H/C RESTROOMS. PAINT SHALL BE BY SHERWIN WILLIAMS NO V.O.C, LOW ODOR HARMONY: INTERIOR ACRYLIC LATEX OR APPROVED EQUAL 3. PROVIDE MOISTURE RESISTANT DRYWALL AT KITCHENS, RESTROOMS AND ALL WET AREAS. 4. REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL CEILING FINISHES AND CONFIGURATIONS. 5. PROVIDE TILE @ 48" A.F.F. TO BE SELECTED BY OWNER. " 6. ALL NEW CARPET SHALL BE FORMALDEHYDE FREE. - 7. PROVIDE A ELASTOMERIC PAINT FINISH ON THE EXTERIOR OF THE BUILDING. PROVIDE COLOR SAMPLES FOR OWNER APPROVAL. 8. FINISH CLASSIFICATIONS FOR WALL, CEILING AND FLOOR FINISHES. INTERIOR WALL AND CEILING FINISH REQUIREMENTS. AS PER TABLE 803.9 EXIT ENCLOSURES AND EXIT PASSAGEWAYS CLASS B. CORRIDORS CLASS B ROOMS AND ENCLOSED SPACES CLASS C FLOOR FINISH CLASSIFICATION SHALL BE CLASS II OR GREATER AS PER FBC SECTION 804 9. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR ALL FINISHES AS LISTED BELOW. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILING FINISH MATERIALS 2 CLASS A: FLAME SPREAD INDEX 0-25 SMOKE -DEVELOPED INDEX 0-450. CLASS B: FLAME SPREAD INDEX 26-75, SMOKE -DEVELOPED INDEX 0-450. CLASS C: FLAME SPREAD INDEX 76-200, SMOKE -DEVELOPED INDEX 0-450. FLOOR FINISH CLASSIFICATION SHALL BE CLASS II OR GREATER AS PER FBC SECTION 804 d�cct'.W mm w w m m L o m 5 t= c E gg O ° m �w "., ., a,:c°om3 m 0° no N t c m O 0 C m v O 3 Cyv,q°r cc°nSmY N N "O .0 O L O C .0 N U Y N ® •3Y'G"..y� M ._ U ¢ n a vU01 N _ - P zo01 7 N N y N 0 /N� n � W y v o u 0 dS $ 0 o y M D is o y °o Z) N N E oN U s� L0 O O L0 L N N 0 i U I 6� �J 4_ U �J .Cz E 0 Ln U M �^\ .i..( fa 'S_ 0 0 LL N �� Q 0 o .W C fo J M U4-; 00 N M e-s io d L_ N Ll Md.�i Rev. # Date 2 26-Jun-14 Bldg Dept Comments Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet n 2 . Window & Finish Schedule I I I I I I I � I I \ I I u / I / I I I I I I I I I I I I I I I I I I I I I I 3-5/8" CHANNEL w/ 3-5/8" STUD @ 16" o.c 25 ga. -3-5/8" CHANNEL BEYOND JAMBS - TYP. SOLID 2 x WOOD BLOCKING GALVANIZED STEEL STUD AND GALVANIZED STEEL RUNNER INSET TO EACH OTHER AT HEADER, SCREW FLANGES TO STUDS -TYP. MINIMUM 25 GAUGE, GAL. STEEL DOUBLE STUDS AT JAMB - TYPICAL GAL. STEEL STUDS @ 16" O.C. SOLID 2 x WOOD BLOCKING DOTTED LINE INDICATES DOOR FRAME GAL. BOTTOM RUNNER MIN. 12" BEYOND JAMBS - TYP. GALVANIZED STEEL RUNNER TYPICAL TOP OF FLOOR SLAB INT ERIOR 'RI R DOOR FRAMING D ETAI L SCALE: N.T.S. .WIDTH PER SCHEDULE WIDTH PER SCHEDULE WIDTH PEP, SCHEDULE WIDTH PER SCHEDULE WIDTH PER SCHE ULIE _ N / f X / r a f i D w u U !n / O) // N Lu S \ r \ v DOOR ELEVATIONS B1 i/ / / / / \ \ \ \ i \ / \ i i HEAD HEAD ,•ad° gad ° 5/8" MIN. STUCCO-4 as °$'. 5/8" MIN. STU FINISH FINISH CO e REFER TO STRUCT. a-: 1-1/2" MTL "Z" FURRING REFER TO ST DWGS FOR BEAM ° ° . a W/ 1-1/2" RIGID INSULATION DWGS FOR BE SPECIFICATION SPECIFICATIO a, CT. ikM �. a ° °a .d 5/8" GYP. BD. FLASHING FLASHING d ° °' d ATTACHMENT c d AS PE PRODUCT APPROVA ATTACHMENT AS PER ° PRODUCT APPROVAL 5/8" GYP. BD.. w/ CORNER BEAD ❑ 5/8" GYP. BD. EXTERIOR DOOR EXTERIOR DOOR ' JAMB JAMB EXTERIOR DOOR EXTERIOR DO R ATTACHMENT AS PER 5/8" GYP. BD. ATTACHMENT PRODUCT APPROVAL WOOD BLOCKING PRODUCT APF AS P ROVA R AS REQUIRED CAULK @ FRAME CONT. FLASHING 5/8" GYP. BD,. FLASHING .. 1-1/2" MTL "Z' IFURRING°. GROUT FILL CELL W/ Y-1/2" RIGID INSULATION GROUT FILL SEE STRUCTURAL SEE STRUCT ELL RAL J ' 7 o � w -H x N it LD - 1-1/2" MTL "Z" FURRING W/ 1-1/2" RIGID INSULATION -5/8" GYP. BD. 5/8" GYP. BD. w/ CORNER BEAD 5/8" GYP. BD. 5/8" GYP. BD. WOOD BLOCKING AS REQUIRED 5/8" GYP. BD. 1-1/2" MTL:"Z" FURRING W/ 1-1/2" RIGID INSULATION SILL 11 SILL EXTERIOR DOOR EXTERIOR DC OR — THRESHOLD PER THRESHOLD PER MANUFACTURER MANUFACTURER. ATTACHMENT AS PER ATTACHMENTASP �R PRODUCT APPROVAL PRODUCT AP ROVA SLOPE WALK AWAY SLOPE WALK AWAY FROM OPENING FROM OPENING d d ° ° CONC. SLAB - ° d ° ° d CONC. SLAB - A.°4... SEE FDN PUN ea- SEE FDN PLN 1/2" FIBEROUS ° 1/2" FIBERO S ; d EXP. JOINT ° d °d' °'A EXP. JOINT a° d ° s b EXTERIOR METAL DOOR EXTE RI R STOREFRONT DOOR DOOR HEAD -SILL -JAMB DETAIL L S O DOOR SCHEDULE DOOR NO. SIZE DOOR FRAME NOTES: (SEE NOTES BELOW) WIDTH HEIGHT THICK MAT. FINISH HOW. TYPE MAT. FINISH T'HOLD-,101; (>trr% ° % ;75f,, .:: A . 1 S�:tFRk1T4T MTLFAC AL`'o102A T-0" -0" 1.375 SCW PTO 8 FLUSH EELEV.MDL# - MTL PTD - 5,6,7,10 ,�.5GW PTD i;°; ' FLUSH :"j / LJ ,Tt102C FLUSH - MTL T-0" '-0,,1.75 HCM FAC 2 FAC AL 1,2,4,5,6,8 ' '1IJSA' i3y`..:.. ,1r'w,,.7'S , SGt., ..:. FGkib`F�k .,� ..: '-,, MTL iyTD ;s$`6.7°10, , 103B 3' 0" 0'-0" 1.75 1 HCM FAC 1 2 FLUSH B - MTL PTD AL 1,2,4,5,6,8 MUSH, tS MTI."' ' t+ 7:..' AL . k,a,S,EsB 1048 (2)3'-0" -0" 1.75 HCM FAC 3 FLUSH Bl - MTL PTD AL 1,4,5,6,8 '1E<5. S.ii 777777 FAC,,// �^�' ?�,✓»..: MTL''::. / 3+FSi';$% - rs 11s 106 3 -0" 0" 1.75 HCM FAC 3 FLUSH B - MTL FAC AL 1,4,5,6,8 /108 ^ Y15 4.",W: ,• •. ,,°�.--�� m �, '• 5r6:7x5U '.. .. .�..� (2)3 _0"- 0' FA 1 STORUSH%."`... STOREFRONT A MTL FAC AL 1 2 4 5 8 PGI7 ;ra 110 T-0" 8'-0" 1.375 SCW PTD 5 FLUSH - C - MTL<" PTD - 5,6,7,10 'i� �fii ^",l, `�`"°s .,.✓�..7 ,; i'67YO' 112 3 0" 0 1.375 SCW PTD 5 FLUSH C MTL PTD 5 6 7 10 L, 1;3a /SC4U;,': iPiO'' .' �. "�"/ E4I$t `! 'a itt''� /��� `.�erY� 114 3 0 8 0 1.375 SCW PTD 5 FLUSH C MTL PTD 5 6 7 9 10 116 3 0" 8 0 1.375 SCW PTD 5 FLUSH C - MTL PTD 5 6 7 10 3i;5 SCV,d '_ FAC S `,�ril`> „ - �e.� :.��,-' ....%.,, ���" b ir"" �i' •. •' .,R"`� �' ,a° `"�`.,f �•°s'.. 118 3 -0 8 0 1.375 SCW PTD 5 FLUSH C MTL PTD 5 6 7 10 k19t4 .::r1 ,.;� ... �"% v;'�W,�Y2 r,;H �. B (2)3-0 8 0" PTD 1.375 SCW PTD 6 FLUSH C1 - MTL - 2,5,6,7,10 �77 ;119G (2j3 "W '`,^ ...% ... AL =..,' FAC, ,•:.1?`�r,. ., 6n1' •• . , . '.�. 120 3'-0' B'-0" : 1.375 SCW PTD 4 FLUSH I C - MTL PTD '` AL 2,3,4,5,6,7,10 7777 / MTL,•', ,?'�..., z.";�,-. / 122 3'-6" - '.8'-0" 1.375 SCW PTD 5 FLUSHI C - MTL PTD AL 4,5,6,7,10- .... .. 8 I" PTD '>'FL11SH ' ,2r it s'r',-' 8'-0" '. 1.75 HCM FAC 2 FLUSH B - - MTL FAC AL 1,2A5,6,8 - - 123E T-6" MTL: .; W.- ;+,^ f J' .,�..''..:- 125A T-0" '8'-0" 1.375 PTD SCW PTD 8 FLUSH C - MTL - 5,6,7,10 FLUSH r --r it , . MTk 7— PTD ,id=: 125C 3-0" 8 0' 1.75 HCM FAC 2 FLUSH : B MTL FAC AL 1,2,4,5,6,8 i PER SCHEDULE �, n „' " 1.'5 ..Cit1f pT D . `?:5,' FLUSH �^'= .... c: 77,; .,.. c'MTL ': PTD " :_..,y ..... ^'.{.r•nr .. ... - ... ,'.. 127 3'-0" - 8' 0" 1.375 SCW PTD 5 FLUSH C - MTL M PTD - 56710 , DOOR LEGEND RANSOM No. 1 No.2 No.3 No.4 - Auto Closer Auto Closer Auto Closer Auto Closer \\ B.B. Hinges B.B. Hinges B.B. Hinges 180° B.B. Hinges Keyed Deadbolt Keyed Deadbolt Keyed Deadbolt Lever Handle Push/Pull Hardware Lever Handle Ext. Side Lever Handle Thumb Lock Door Stop Panic Hardware Int. Side Door Stop Kick Plate Weatherstrip Kick Plate Weatherstrip Door Stop Weatherstrip r Fy No.5 No.6 No.7 No. 8 B.B. Hinges Auto Closer .Auto Closer B.B. Hinges Lever Handle W/ Keyed Lock B.B. Hinges B.B. Hinges Lever Handle Lever Handle - Pull Side Pull Handle Thumb Lock Panic Hardware - Push Side Push Plate Kick Plate Kick Plate .Door Stop OO DOOR LEGEND SCW SOLID CORE WOOD HCM HLLOW CORE METAL BRN BONZE SCM SOLID CORE METAL MTL METAL DOOR FRAME WELDED AND CLEAR ANODIOZED IZEPI ISH FINISH PTD PAINTED SCALE: 1/4" = 1 -0rr GL TEMPERED GLASS DOOR WD WOOD DOOR FRAME : FAC FACTORY FINISH HCW HOLLOW CORE WOOD AL ALUMINUM.' MFR MANUFACTURER RECOMMENDED NOTES: 1. All exit doors shall comply with FBC 2010. 2. Auto closers per FBC 2010, HC Accessibility Code. -3. Provide Restroom Signage per FBC 2010, HC Accessibility Code for each restroom, denote "WOMEN'S" and "MEN'S". 4. Grout all thresholds. S. Caulk around all door frames. 6. Door hardware and finish to be selected by Owner. 7. Interior doors - style and finish to be selected by Owner.: 8. ALL exterior doors shall be hurricane impact resistant and installed as per Miami -Dade Product Approval and Manufacturer's Specifications. 9. 2-hour fire rated door. - 10. All interior doors shall be solid core flush birch with hollow metal welded door frames. 5/8" GYP. BD. EACH SIDE 2x WOOD BLOCKING P3-5/8' MTL STUD PTD., MTL FRAME HEADER SOLID CORE WOOD DOOR i WD. DOOR -SEE DR. SCHEDULE THRESHOLD -SEE FIN. SCHEDULE JAMB 2x WOOD BLOCKING 3-5/8" MTL STUD JAMB FLOORING -SEE FIN. SCHEDULE °x Dx -CONC. SLAB n D SILL HINGED DOOR _ SCALE`. 1-1/2" = 1'-011 0 ,�Ir 4 Y d u C� N u C Y � � t o g S t c o s nit `0"a 'c o =5 u 3 C Y OO '0Cmv"3:E Eon y ¢ rS' i=m E.c C fi Y .�- coYvY—L N 'O D OO L O /�>� utt cvs u,3 0- cw m3 03Y�uLo� y n Y V U 9cct.�9Ccu m ¢ °u ¢ a E a Q D P v 0, J P LL01 t W N N N m O LL U d y 0 O V ' m n is E m y N is is Va E s a ° r U c H ° 0 N c � � O 00 00 o Z � � Q Z Ls ®J U .J C O 0) S] u > Do Q W Ls U " _ Z 0 0 `' N N /'�IIRR I'y U) Rev. # Date Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet ^ 2 a 5 Door Schedule F �� _ z w _ Z z � UU o6 v TOILET ACCESSORIES FLUSHOMETER AT WIDE SIDE OF W.C. 3, 0, 0 �mc9 v o¢w in = ti TOILET i0 i i1 0 _0 NOTE: FLUSH VALVES MUST ALWAYS BE MOUNTED AWAY FROM NEAR WALL. TABLE MOUNTED SO THAT HEIGHT OF DECK IN OPEN POSITION IS 34" A.F.F MAXIMUM 2'-6" 2'-6" MIN. MIN. SEE PLAN SEE PLAN N ti STANDARD HC URINAL URINAL ELONGATED RIM URINALS 2 - ACCESSIBLE FIXTURE MOUNTING HEIGHTS SCALE: NOT TO SCALE ig iT BRAILLE _ 5" TO LATCH MIN. 0 d 0 of r BEN BRAILLE 0 w IBED T32" MIN. BRAILLE 6" IN. � Ilia S SSIBLE 0 RAISED 1/32" MIN. 7" ACCESSIBLE SIGNAGE TEXT REQUIREMENTS CHARACTER PROPORTIONS LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. UTILIZING AN UPPER CASE 'X' FOR MEASUREMENT. CHARACTER HEIGHT: SEE LETTER AND NUMBER HEIGHT CHART BELOW. -EXCEPTION CHARACTER HEIGHT SHALL BE 5/8" HIGH MINIMUM FOR BUILDING DIRECTORIES FINISH AND CONTRAST: THE CHARACTERS, SYMBOLS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. characters AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. RAISED CHARACTERS AND SYMBOLS: CHARACTER AND SYMBOLS ON TACTILE SIGNS SHALL BE RAISED 1/32" MINIMUM. RAISED CHARACTERS AND SYMBOLS SHALL BE IN UPPERCASE CHARACTER. RAISED CHARACTERS AND SYMBOLS SHALL BE 5/8" HIGH MINIMUM AND 2" MAXIMUM. RAISED CHARACTERS AND SYMBOLS SHALL BE ACCOMPANIED BY BRAILLE IN ACCORDANCE WITH THE PROVISIONS OUTLINED BELOW. BRAILLE: BRAILLE SHALL BE SEPARATED 1/2" MINIMUM FROM THE CORRESPONDING RAISED CHARACTERS OR SYMBOLS. BRAILLE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS FOR ELEVATOR CONTROLS SHALL BE PLACED 3/16" MINIMUM BELOW THE CORRESPONDING CHARACTERS OR SYMBOLS. BRAILLE SHALL BE GRADE II AND SHALL CONFORM TO THE SPECIFICATION "800, NATIONAL LIBRARY SERVICE, LIBRARY OF CONGRESS." LOCATION OF TACTILE SIGNAGE: TACTILE SIGNAGE SHALL BE LOCATED ALONGSIDE THE DOOR ON THE LATCH SIDE AND SHALL BE MOUNTED AT 60" ABOVE THE ADJACENT FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. IN LOCATIONS HAVING DOUBLE DOORS TACTILE SIGNS SHALL BE MOUNTED TO THE RIGHT OF THE RIGHT HAND DOOR WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF THE DOOR INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. GENERAL NOTE: ANY ADDITIONAL TEXT REQUIRED DUE TO LOCAL ORDINANCES (FINES FOR PARKING IN ACCESSIBLE SPACE, ETC.) SHALL COMPLY WITH THE SIGNAGE REQUIREMENTS ABOVE. LETTER AND NUMBER HEIGHTS HEIGHT ABOVE MINIMUM FLOOR/GROUND, CHARACTER HEIGHT: MORE THAN 80" 3" MORE THAN 60" BUT NOT MORE THAN 80" - 2" MORE THAN 48" BUT NOM MORE THAN 60" 1" PROPORTIONS OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 3 - ACCESSIBLE SIGNAGE DETAILS SCALE: NOT TO SCALE I 1 - ENLARGED RESTROOM PLANS SCALE 3/8" 1'-0 " SOLID SURFACE COUNTER TOP &APRON MIRROR- BOTTOM OF 4" SIDE SPLASH BOTH MIRROR- BOTTOMOF NOTE: REFLECTIVE SURFACE SIDES TYP. REFLECTIVE SURFACE BOTTOM EDGE OF MIRROR'S REFLECTIVE SURFACE 40" A.F.F. MAX. 40" A.F.F. MAX.. SHALL BE 40" A.F.F. MAXIMUM. WHERE MIRRORS LINE OF TUBE STEEL ARE MOUNTED OVER LAVATORIES ON COLUMN BEYOND HALF -HEIGHT LEDGES PROVIDE AND INSTALL A 30" CONTINUOUS CLEAR WIDE SECTION Of 4011 A.F.F. TO MIRROR FROM LINE OF COUNTER SUPPORT WALL BEYOND - SEALANT THE B TiOM EDGE 0 E AP OF THE C I SEE PLAN FOR LOCATION AND ELEVATION FOR IMMEDIATELY BEHIND THE LAVATORY, CONTINUE HEIGHT. THIS MIRROR AT THE PLANE OF THE EXISTING MIRROR ABOVE SEE MIRROR FROM THE TOP OF THE LEDGE CAP TO THE LAMINATE SURFACE BOTTOM OF THE EXISTING MIRROR. BACKSPLASH CONT. TO NOTE BOTTOM OF MIRROR 21_01t I SINK V-S" MIN. CONT. ANGLE AT FRONT - SEE PLAN FOR ATTACH TO TUBE STEEL PARTITION TYPE COLUMNS AT BOTH ENDS OF FAUCET WITH `COUNTER I 1 AUTOMATIC SENSOR / 2X10 WOOD / BLOCKING FIRE RETARDANT WOOD SEE PLAN FOR WALL BLOCKING AS REQT FOR TYPE. _ SINK I I /7 B�� I 9�PDEGREE COM / MIN. I / x z WHITE PLASTIC z f VERTICAL WALL STUDS F = o PRE -FITTED INSULATION z o AT 16" [406mm] OR X < w r' WRAPPED DRAIN AND 24" [610mm] O.C. : < w _ - I Ln N SUPPLY LINES / in in iv ISOMETRIC z. 7 0 O I N N N WALL FINISH B" n ¢ r0 O m I I PRO IDE IN ULATION 6" MIN. N m I I ARO ND D IN PIPES I I AS R QUIR D Q f MAX. , w 17" MIN. GENERAL NOTES:19" MAX. 1. CONTRACTOR SHALL ACCESSIBLE SINK DESIGN LIMITS-NO�M6 AX• PORTION OF THE SINK OR PLUMBING MAY .COORDINATE LOCATIONS OF CROSS THIS LINE HORIZONTAL FASTENERS. N 4 - GRAB BAR MOUNTING DETAIL5 - DRINKING FOUNTAIN DETAIL 6 - TYPICAL LAV COUNTER DETAILS SCALE: N.T.S. SCALE: 1/2" = 1'-0" SCALE: NOT TO SCALE N O O C QN a Q , C N 3 d O y N y V O L L O.t y 0 0 "Oi i N .L.+ V Y N A.no��ncw +Oc + Cn TN OL u O O O N O U 3 U 41 p C O p N a ymyi S E .�.0 � 1_ca3�L C31 3maNi�= .3 Y "L_ c 0¢,9 � m �.3N�n 0 m•�,waa°;v L, m ¢uQa Eaa V Q v N _ J IT LL O t w N N y - ^ , i U C, y O O d ^ N (D E y a0 U N y E aN O o ^ %//%" 0 y O 0 Cn C/) t/) _0 a d C n � � \ N p N 1 � ISS O � za J Y Z d �J au o� i e3 0 Ln Q) 01 d M S� > fu -0 O Co �2) V I t_ (a J M ry 00 °' NVN O � G� dam' Maw Rev. # Date Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet A2,6 Enlarged Plans 9 O 0 0 CUSTOM BUILT COUNTER- ADA ACCESSIBLE 1 - INTERIOR ELEVATION SCALE: 3/8 1'-0" OLY HYLENE (HOPE) TOILE PARTITIONS COLOR AND STYLE AS o / ELECTED BY OWNER / PAINTED DRYWALL TILE 48" A, F. F. OPEN OPEN W \ \ \ \ \ RIN o XK \ A \ ADA \ u \ RINA \V A--Lll Hi ill 3 - INTERIOR ELEVATION POLYETHYLENE (HOPE) TOILET PARTITIONS COLOR AND STYLE AS c SELECTED BY OWNER zo T PAINTED DRYWALL TILE 48" A.F.F. 9 b 9 m h \ 5 - INTERIOR ELEVATION SCALE: 3/8" = 1'-0" PAINTED DRYWALL OPEN OPEN TILE 48" A.F.F. N l SCALE: 3/8" = 1'-0" T—PAINTED DRYWALL TILE 48" A.F.F. Ll .1. CUSTOM BUILT COUNTER - ADA ACCESSIBLE 6 - INTERIOR ELEVATION 0 0 POLYETHYLENE WDPE) i -"-" TOILET PARTITIONS COLOR AND STYLE AS c SELECTED BY OWNER 0 / PAINTED DRYWALL TILE 48" A.F.F. III N V O X �¢ N F V J i N f �v CUSTOM BUILT COUNTER - ADA ACCESSIBLE 2 - INTERIOR ELEVATION VVADA ACCESSIBLE 4 INTERIOR ELEVATION SCALE: 3/8" = V-0" L IO Y IO d L O g C t V 0 G L d¢ J u W _ 0 0 y V C aL i ° o uvi 3 m O�� y J N 10 .G N 0 N W O N C i C T O lull OL.C: O J N a V i 4-d i C O y N C y W U u J 'S' �mEJ3nt CY) 3rn� O N tm3 •L� y COiD y=Y c t 3 w CL m 3 , t C� y J C .Y•. ¢nui¢n Ea¢' 01 a M _.•� J V 01 01 t co N N N N v i U CRS ,O N 7 O v y N M O O v�o y N U E a N 22 S o :6 U C� ^ ZS y O fh N 4-, SCALE: 3/8" = 1'-0" C• Q) L) 4--' jlre•�. ice. C) (V L) /U) \ l _0> a D 0 ( ,• "'tee) �! n w �• (a U M (Cf c_ j 4-; 00 �r N U) Rev. # Date Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet ^ 2 . 7 Interior Elevations i 42" GRAB BAR :a ,� 42" GRAB BAR 2B 3B < m HC/WC -A2-8 A2. HQ/WC m s, m 2A 3A 3C / A2.8 A�.8 ' /AJ.8 A2.8 �� M / 2D 3D MEN A2.8 ? I � A2.8 WOMEN 120 121 1 T-6" W-10" 7'-6' L� — — — —/— — / I 3 g \ \ PAPER / \ PAPER, TOWEL DISq. TOWEL DISP. "�� SCALE: 3/8" = 1'-0" i. MAX. / e YJ� �13 m 36" MAX. T.P. FROM WALL. 42- MINI X Z m X - n m 3AX. FROM W8` M'.. T.P. ALL 3 RESTROOM ELEVATIONS (ROOM 121) w s01,0cii�c d w m e t u C n o .y a C� E W Q u � C O O N W m a = , O O t0/� 3 J a O N C d N a lJ C y Y 9 N p N V u 3 L 4--J ❑ C O V O Y y M v N t T 3 of�ut1p; .-a 9'LL HY L� coYaY=� M. M By m 3 M Y a V N L V G L Uc m'_ = O W W Q u ¢ a E II a a - V a N J P ' ^ M d N N N m«�` ix o u V dS S m o a� S E m o h °D U N 15 �o Zi u 0 ya 0 " v� SCALE: 3/8" = 1'-01' SCALE: 3/8" = 1'-0" '11 110 ' I (U �J �A s �}J i_ iD (� Ln r� j C, ® O O i- ry i� Q .� IN O S IB V e S_ (o U _J .I-D . m OO ®, NUN L► / M d Rev. # Date Project Number 13-0629 Status Permit Issue date 24-Apr-14 _ Sheet ' �, s A2 8 Enlarged Plans 12 4.8 �� P17 1110*011 11 11 1111411"LU A, 111 11 4 - NORTH ELEVATION HIP ROOF BEARING Y S( ALE: 1/8" = V-0" Rev. Date 1 20-Jun-14 Coordination Revisions Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet A3,1 Building Elevations A 12 Q4.8 %. T.O. BEAM _ 0 0" �. i i. Y T.. SLAB , \ � � i T.O. SLAB Or M TT r'_1 , , u. 1 - BUILDING SECTION III III, III SCALE: 1/8" = 1'-0" I I 12 I : I II I I i I I� . MIN. R-30 ROOF INSULATION q _ T STEEL BUILDING FRAME - REFER 0 STRUCTURAL -- DWGS FOR SPACING AND CONNECTIONS .. .. STEEL "Z" BEAMS - REFER TO STRUCTURAL DWGS FOR SPACING AND SIZE .METAL. ROOFING - COLOR AND PROFILE TO '. .. BE SELECTED BY OWNER CLEAR SPACE ABOVE CEILING 2X10 WOOD FASCIA (PAINTED) 12'-4„ T.O. BEAM.. 6'-0" 10_:_-011 1 Y B.O. WINDOW HEAD " CONCRETE TIE BEAM - REFER TO STRUCTURAL DWGS FOR REINFORCEMENT REQUIREMENTS _ ,. HURRICANE IMPACT RESISTANT WINDOWS FRAME COLOR TO BE SELECTED BY OWNER BANQUET ROOM 8" CMU WALL WITH EXTERIOR STUCCO 119 \ FINISH AS SELECTED :. STEEL BUILDING FRAME- REFER TO STRUCTURAL 0'Jk 0.1 _ DWGS FOR SPACING AND CONNECTIONS. T.O. SLAB LA - \ \\\. \\ \\.\\ \ \\ \7\/�,\i///�\7/7%1, I // I I I I I _ 2 ENLARGED BUILDING SECTION I SCALE: 1/40 Y u L °.m c.�no a E v J u y L ntw °ou°i; Y v Y J u J 6 O 0 C N �11 E J O O U 3 LiTJ C C O M 0 ¢ •1�` C O Y.a j 10 L \/^ L d 0 0 i 3 0 F 0 L C L C L ¢u¢a Ea¢ ( 01 V o, o, v � N LL01 a g� r N N 6 W 9 h a / ® N 6 N n w '�e o CC) LL U a d o �0 o 7 P rj O l ^ y Oct r o E _ y N 0 E O N Z3 zr- U ♦� y O UCn N 0 60 U L. W sJ r�J i� (V Ln r\J S� j ra -0 00 \� 9� Q N S— ra U M _ s= 0 _ MJM Z fu U4-;00 ,> N U) .� cV M L Gi / M CL Rev. # Date 1 20-Jun-14 Coordination Revisions Project Number 13-0629 Status Permit Issue date 24-Apr-14 _ Sheet A 1 2 Building Sections A, %O -a 12 Q 4.8 Iu�pgp Iu IuI uI ���I / i \ 0,-0. T.O. SLAB z/ k v � cz G �r S Sfi 4 x 5 I 1- I D BU L ING SECTION O SCALE: 1/8" _= V-011 lr I� 12'— " T.O. BEAM Y 12 "� 4.8 i MIN. R-30 ROOF INSULATION STEEL BUILDING FRAME - REFER T0. STRUCTURAL DWGS FOR SPACING AND CONNECTIONS STEEL "Z" BEAMS - REFER TO STRUCTURAL DWGS FOR SPACING AND SIZE METAL ROOFING - COLOR AND PROFILE TO BE SELECTED BY OWNER _ 12'-4"_ T.O. BEAM Y n \ 2X10 WOOD FASCIA (PAINTED) CEILING CONCRETE TIE BEAM - REFER TO STRUCTURAL / DWGS FOR REINFORCEMENT REQUIREMENTS HURRICANE IMPACT RESISTANT WINDOWS I o FRAME COLOR TO BE SELECTED BY OWNER GAME ST RAGE / EXERCISE ROOM 8 CMU WALL WITH EXTERIOR STUCCO YO 103 FINISH AS SELECTED BY OWNER \ } 0'-0" / / // // // // / li/ // /f // // // // // // // // // // i/ // // // // /� // // //. // // / //////i ' t„ >.: �: ... .... ... .. , , _ . a ... ., ., .� , � .. �.. _ >. , = : / // // // //,// // // // /r ✓i /i /i//i /i\/ice \\ 77 \ \ r✓./i�/il/.1/il/i�/G•�/%�/G/p/ f !/////// /// // // // // // // // !% /.// // // f/ // //Y/lG/i„r,./e,G. ./�/j /i.vn G. N /fir\ / ii}�9�\\%�f'�?��//�\i//�/�\�/��i %\\i/�\\//\\ \\\\\\/\\\/ �j\i\\j0/\\/\\ , I 2 - ENLARGED BUILDING SECTION SCALE: 1/4 = V-07 I C U Y Ti N i L O C U N O 0 T U N L O ip .0 L _ C C� E W e J U _ o N a c �30Jr vy QJ ,J SLY LY O.= Y O O N 3: U C J O, O 0 C N OO E Ea a a J EJ3a.c 'ccN�ym,. 3 'rnv 3 yL .� Y aOy9 _L @ N a-6O L O M' N i u N:N c m 3 3 i v t 0 m .,4_+w nv._i J C + a y L a C N L c c U u Q a E a Q 16 "V o M N _ P LL /� P V t C 0 n N_ 7 N tq n U N NAM^ C)g LL L ` d6 � O M M O N o CN� U N E oN 0 U �= LO O O V) M L N 0 U L. Q.) 4-1 C rr11 ems) C:: D E EN C) Ln U M .0 > -0 Do M Q w 0 c U I C (a J M M �j4-;00 > N V) 0 a Rev. # Date 1 20-Jun-14 Coordination Revisions Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet A 3 e 3 Building Sections MIN. R-30 ROOF INSULATION - STEEL "Z' BEAMS - REFER TO STRUCTURAL DRAWINGS FOR SPACING AND ATTACHMENT STEEL FRAMING MEMBERS - REFER TO �\ STRUCTURAL DRAWINGS FOR SIZING AND LOCATION METAL ROOFING AS SUPPLIED BY STEEL BLDG. MANUFACTURER it 1 VARIES 8" CMU WALL - REFER TO STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS 1-1/2" MTL'Z' FURRING W/ 1-1/2 RIGID BOARD INSULATION 5/8" THK GYPSUM WALLBOARD FINISH 3-5/8" METAL FRAMING STRUCTURAL STEEL FRAMING MEMBER REFER TO STRUCTURAL DRAWINGS 7/8" METAL HAT FURRING CHANNELS T.O. BEAM ATTACHED TO FACE OF STEEL FRAMING 3. 2 - TYPICAL COLUMN FRAMING DETAIL 2X10 FASCIA - (PAINTED) STUCCO SOFFIT WITH SOFFIT VENTS AS REQUIRED BY FBC 2010 I CONCRETE TIE BEAM - REFER TO STRUCTURAL DRAWINGS FOR STEEL REINFORCEMENT REQUIREMENTS CEILING FINISH AND HEIGHT AS PER CHEDULE 1-1(2" TL'Z' FURRING & 1-1 2" RIGID BOARD INSULATION PROVIDE AN ELASTOMERIC PAINT FINISH 5/8' GYPSUM WALLBOARD ON EXTERIOR OF BUILDING - PROVIDE FINISH REFER TO FINISH SCHEDULE COLOR SAMPLES FOR OWNER APPROVAL FOR WAI L FINISHES II STUCCO FINISH - AS SELECTED LINE OF STEEL BY OWNER — FRAMING MEMBER - BE OND 8" CMU WALL - REFER TO STRUCTURAL DRAWINGS FOR STEEL REINFORCEMENT REQUIREMENTS CONCRETE FOUNDATION - REFER TO STRUCTURAL DRAWINGS FOR STEEL REINFORCEMENT REQUIREMENTS i BA E T IM AS SELECTED BY OWNER CO CR TE SLAB 0' 0" T.O. SLAB `X/ �AX V\ AAA \A\ VAS �Vr X �A /A VAS �\ \ /// �A\ \ /// CLEAN COMPACTED TERMITE / \// TREATED FILL / / //\/ice\//,\\,�/i\ MIN. 6 MIL VAPOR BARRIER,. i i 1 - TYPICAL WALL SECTION *44 CALE: 3/4" = 1'-0" : 1-1/2" = 1'-0" vNctti 10 N O N L- C C�W Q o O '� O 3'r0�L w nt y 0 0 0 3 N VI.t9, � w m a m 0 m u .. � p a c w N a U C W G{ V O L L OO Epm'a"3 L. Ea w s==�Ea3at W V y .S= v.o i� = m3 m W a p L o �q M y M � N L N 3 iZ 30u3� 0 9 C U C i ¢ u Q a E a¢ C� a V 01 v N LL01 U ti � ao N N N N V 06 6 df� �- o EN s o y N u N L O N U °C H O 40 IUD 4 J, \L 4J D N L n M ^ �J Q) fu C, ® 0 (li U- N s_ o U M S fa L U J , � M 00 > N U VD 't 0 L0 M 8- Rev. # Date 1 20-Jun-14 Coordination Revisions Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet n 3 .4 Wall Sections tti N�.- TO" u a0ia c so m ._s_c L Q j u _ O O Nm a C •�c 3 Est � a m m uoi N o a o N p y N C T y O L i O Ea y ¢ S-mEo3as° g.•T1 c 'fl o v N s 3 _ •� C O i a — Y A O Ulaa` pL O c �'3 N q � N � C rN m U (� a V 01 M N J a as P fn N v I` d 011 � n g o LL U oiS d90 q� V^ N O N � WHO' � y o O V y h O w 0 U `�oEz 0 >� N 0 L. Q R~ y l�l o z qG PRE -FABRICATED MTL ROOF TRUSSES @ 24" O.C. UNLESS OTHERWISE NOTED ROOF SHEATHING - REFER TO STRUCTURAL DRAWINGS FOR THICKNESS AND NAILING PATTERNS METAL ROOF FINISH TO MATCH ROOFING SUPPLIED BY METAL BUILDING FABRICATOR - ROOFING SHALL BE INSTALLED OVER ROOF UNDERLAYMENT AND ROOF SHEATHING MTL OUTLOOKER ATTACHED TO TRUSS zzzzxxz;// AND DROP DOWN TRUSS 1X3 P.T. NAILER AND METAL DRIP EDGE 2X10 WOOD FASCIA - PAINTED ` -- STUCCO SOFFIT FINISH 3/4" PLYWOOD SHEATHING WITH PAPER BACKED LATHE AND SMOOTH STUCCO FINISH - REFER TO BUILDING ELEVATIONS FOR FURTHER TRIM DETAIL GABLE END TRUSS - REFER TO STRUCTURAL DRAWINGS FOR CONNECTION LOCATIONS AND TYPES T.O. T.O. BEAM CONCRETE BEAM REFER TO STRUCTURAL DRAWINGS FOR SIZE AND REINFORCING REQUIREMENTS A DECORATIVE COLUMN CAP AS SELECTED BY OWNER SMOOTH STUCCO CEILING OVER EXTERIOR PLYWOOD L� SHEATHING AND PAPER BACK WIRE LATHE ^� 4-i �o CONCRETE BEAM - REFER TO STRUCTURAL DRAWINGS Q� FOR SIZE AND REINFORCING REQUIREMENTS. HURRICANE IMPACT RESISTANT DOORS WITH %^ IMPACT RESISTANT TRANSOM ABOVE 4_J CONCRETE SLAB AND FOUNDATION - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND REINFORCING R ING REQUIREMENTS E CMU KNEE WALL WITH DECORATIVE VENEER STONE FINISH AS SELECTED BY OWNER - PROVIDE A $15.00 PER SQUARE FOOT ALLOWANCE N G �% BA QU T ROOM FOR VENEER STONE FINSIH 0) 1 9 '4- M 0) f0 —f > -0 L LL_ TTtt w Q..O- _- - -I U '. M R3 '- ao o, N to �. r[s rn h -011 - — - T.O. SLAB 1/4" PER FOOT SLOPE - -- - - -� '-.. a .::. a ... :'. '.. :. .. .I. '... �. •. '."a.-.. .. :. �.�.. ... �.. ... .... .. •... •. ., 4 , .. .'. \ : \ \\ /.. \ , \ A.A. A, / r 1 -SECTION THROUGH BANQUET HALL ENTRY SCALE: 3/4" = 1'- f Rev. # Date Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet A3.5 Enlarged Sections J w c Y c Y 10 w Oz C I L a O rn a u aL y o o y. 3 10 N V Y 7 N ma muwiw t d Q a o c c u d O= 1_ 1p 0 In ;6 wc m E a 3 nt y In y Y Y d L L - aY— OI L', 10 L L N j 1 C y 1p 3 Y U N -FABRICATED MTL ROOF TRUSSES � 3 � Y, = L y �+ PRE @ 24" O.C. UNLESS OTHERWISE NOTED. v` 1 ROOF SHEATHING - REFER TO STRUCTURAL DRAWINGS FOR °' C� a THICKNESS AND NAILING M w PATTERNS — a METAL ROOF FINISH TO MATCH'0N a ROOFING SUPPLIED BY METAL 'a N - g BUILDING FABRICATOR - ROOFING H N n 12 SHALL BE INSTALLED OVER ROOF 0Y o u UNDERLAYMENT AND -6 g ROOF SHEATHING a �n o a 4 \ (DA� T E � n N N U h E o R i O 5 o c ♦� H O ui I ^ I r' N N I I I 1 - T.O. BEAM Lez a H 0 • � � 9%2 , e 1X3 P.T. NAILER AND METAL DRIP EDGE z ¢ V-7 1/2" 2X10 WOOD FASCIA PAINTED OVERHANG BUILD UP TRUSS TAIL TO ALLOW FOR ATTACHMENT OF FASCIA BOARD4-1 n±.1 � VJ SMOOTH STUCCO SOFFIT OVER EXTERIOR PLYWOOD SHEATHING AND PAPER BACK WIRE LATHE CONCRETE BEAM - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND REINFORCING REQUIREMENTS SMOOTH STUCCO CEILING v 7; OVER EXTERIOR PLYWOOD SHEATHING AND PAPER ., BACK WIRE LATHE DECORATIVE STUCCO TRIM r v ' 6' 6" 1 DECORATIVE STUCCO BAND \ f TEXTURED STUCCO FINISH 1 - SECTION THROUGH BANQUET HALL ENTRY SCALE: 3/4" = V-0" Co I 1 Wi �� '� 1 'e 4-J D E EN Lf1 U fM fa -B ®' U 00 v (Ci ai C 03 fa U L M OC) 0I N U) L N n Rev. # Date 1 Project Number 13-0629 Status Permit Issue date 24-Apr-14 Sheet A 1 G Enlarged Sections I "AVANNA ULUtJ GENERAL NOTES: CONCRETE: STRUCTURAL PLANS CODES AND STANDARDS 1 CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRE GTH (NO PEAROCK IN BEAMS & SLABS): 17. STRUCTURAL CONCRETE SHALL NOT BE STRIPPED UNTIL IT REACHES A MINIMUM OF TWO REINFORCED MASONRY NOTES CONTINUED: A FOUNDATIONS 3000 PSI THIRDS OF THE '28 DAY DESIGN STRENGTH (MIN. OF 7 DAYS). DESIGN, ERECTION, AND 1 THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: B SLAB -ON -GRADE 3000 PSI REMOVAL OF ALL FORM WORK SHALL MEET THE REQUIREMENTS AS SET FORTH IN THE 5 CONCRETE MASONRY UNITS (BLOCK) SHALL COMPLY WITH THE PROVISIONS OF THE STANDARD D TIE BEAMS 3000 PSI CURRENT ACI 347 AND ACI 301 LATEST EDITIONS UNLESS PROVISIONS OF NOTE #10 ARE SPECIFICATION FOR, THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY, NCMA A FLORIDA BUILDING CODE 2010, ASCE 7-10, ASO, & AISC MEET, TR-75B OR ACI 531. ALL OTHER CONCRETE TO BE 3000 PSI UNLESS NOTE OTHERWISE 2 ARCHITECTURAL DRAWINGS: 18. SUBMIT PROPOSED CONCRETE MIX DESIGN PRIOR TO CONSTRUCTION, INCLUDING BACKUP 6 HOLLOW BLOCK SHALL COMPLY TO ASTM C-90, TYPE 11, GRADE N=11. N SOLID BLOCK SHALL 2 ALL CONCRETE SHALL BE READY MIX CONFORMING TO ATSM C94, MINIMUM COMPRESSIVE STRENGTH OF: DATA IN ACCORDANCE WITH ACI 301 CHAPTER 3, SECTION 3.9, EXCLUDING SECTION 3.9.3.3. COMPLY WITH ASTM C-145, TYPE 11, GRADE N-11 A THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES ALSO SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE A 3000 PSI ® 28 DAYS AND HAVE A MINIMUM OF g 17 S./YD"3 OF'PORTLAND CEMENT C 150. AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS. 7. MORTAR: THE MORTAR USED FOR MASONRY CONSTRUCTION SHALL BE TYPE "M" BELOW GRADE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL, PLUMBING, AND B SLUMPS SHALL BE 4 MINIMUM AND 6 MAXIMUM. AND TYPE "S" ABOVE GRADE AND SHALL CONFORM TO ALL THE REQUIREMENTS OF THE APPLICABLE ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE C JOB SITE WATER SHALL NOT BE ADDED. "C" Bar STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. "D" Bar Top Cont. BUILDING CODE, LATEST EDITION. CALCIUM CHLORIDE SHALL NOT BE USED IN MORTAR. Class "B" splice ( B REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, OR ELECTRICAL DRAWINGS FOR ADDITIONAL 3 ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE ACI 318-11 ), THE Top Cont. at mid span 8 VERTICAL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. FILL ALL REINFORCED CELLS OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS, SETTINGS, DRAINS, REGLETS, ETC. ACI DETAILING MANUAL (ACI 315 / LATEST EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR "E" Barg Int. Bar C" Bar WITH 3000 PSI CONCRETE OR GROUT. SEE PLAN FOR SIZE AND SPACING OR VERTICAL REINFORCING. C BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL BUILDINGS (ACI 301 /LATEST EDITION). 0.25 L1 0.25 Lt 0.25 L2 0.25 L2 MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL 9 MASONRY COMPRESSIVE STRENGTH F'M=1700 PSI MIN.; GROUT/MORTAR TYPE S = 1800 PSI MIN.. BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS 4 SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. g ott. Bar REQUIREMENT. x 10 UNLESS OTHERWISE DETAILED ON PLANS PROVIDE MINIMUM EMBEDMENT OF VERTICAL WALL D. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE 5 CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE CURRENT ACI SPECIFICATIONS. ci REINFORCEMENT OF 6' INTO BEAM TIE BEAM. ALL STARTER BARS IN BEAM/TIE BEAM TO HAVE A PROCEEDING WITH ANY WORK. ¢IN MINIMUM LAP LENGTH OF 48 BAR DIAMETERS FOR CONT. VERTICAL WALL REINFORCEMENT. 3 SECTIONS AND DETAILS: 6 THE MIXDESIGN SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: N 11 CONSTRUCTION: THE FIRST COURSE OF ALL HOLLOW MASONRY SHALL BE LAID IN A FULL BED OF COMPRESSIVE STRENGTH 3000 PSI (U.O.N) stirrups stirrups MORTAR. ALL UNITS SHALL BE LAID WITH FULL FACE SHELL MORTAR BEDS. ALL HEAD AND END ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL SLUMP: 4 + 6 3" see schedule 3" a 3" see schedule 3" 3 JOINTS SHALL BE FILLED SOLIDLY WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE UNIT APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. AIR CONTENT(ASTM C260: 5% +/- 1% (OPTIONAL) OR WALL, NOT LESS THAT THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. MORTAR JOINTS WATER/CEMENT RATIO: 0.50 SHALL BE MAINTAINED AT 3/8" THICKNESS FOR BOTH THE HORIZONTAL AND VERTICAL JOINTS, WATER SHALL BE CLEAN AND POTABLE Ir DIMENSIONS: MAX. COARSE AGGREGATE : 3/8" TO 3/4" M C33 col L1 (End Span) 12 (Interior Span) col UNLESS NOTED OTHERWISE. 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK SO THAT PRO- PER WORK CAN BE EXECUTED. DO NOT ASSUME OR GUESS ANY DIM. OR ELEMENTS CONNECTIONS AND ELEVATIONS. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS AND SHALL BE FULLY RESPONSIBLE FOR THE SAME. SHORING MUST COMPLY WITH ALL LOCAL AND OSHA REQUIREMENTS. tE AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE AILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL. REPARATION AND EXCAVA ION WORK 1S TO BE PERFORMED IN STRICT ACCORDANCE WITH THE GEOTECHNICAL EXPLORATION PREPARED BY GFA INTERNATIONAL PROJECT # 14-0097.01; 2, 2014. 2 THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT INDICATED IN THE ABOVE SOIL REPORT. ALL SUB GRADES SHALL BE APPROVED IN WRITING BY THE GEOTECHNICAL ENGINEER. 3 BOTTOM OF FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2500 PSF. CONTRACTOR TO VERIFY. CONTRACTOR TO PROVIDE REPORT OF COMPACTION TEST TO SHOW 95% MODIFIED PROTOR DENSITY. 4 SOIL SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED GEOTECHNICAL ENGINEER BEFORE COMMENCING WORK. APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE. 5 TOP OF ALL EXTERIOR FOOTINGS SHALL BE PER PLANS 6 EXCAVATION & BACKFILL: A ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC B PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 7 CENTERLINE OF FOOTINGS SHALL COINCIDE WITH CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED ON DRAWINGS. , 8 DIMENSIONS: ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. 9. CONTRACTOR TO BOND ALL FOOTER AND FOUNDATION STEEL PER NEC 2008. STqA•C%ffXlLCtWSA'614 'kFff�RV,QMPACTION OF FOUNDATION/SLAB SOILS ONE FOR EVERY 2,500 SOFT MIN. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE DL = 10 PSF LL = 20 PSF SLAB ON GRADE = 100 PSF MEAN ROOF HEIGHT 20' WIND LOAD FBC 2010 & CHAPTERS 1, 2, 26, & 28 OF ASCE 7-10 WIND VELOCITY 170 MPH; ULTIMATE WIND SPEED; 132 NOMINAL EXPOSURE "C"; ENCLOSED DESIGN Kz 0.90 Kd 0.85 ALPHA HEIGHT & EXPOSURE FACTOR 1.29 LOAD COMBINATIONS ASCE 7-10 CHAPTER 2.4: DL+LL DL+0.6WL; 0.6DL+0.6WL INTERNAL PRESSURE COEFFICIENT +/-0.18 PER TABLE 26.11-1 RISK CATEGORY III MAIN FRAME "SIMPLE DIAPHRAM" LOW RISE: Qz 57 PSF; BASIC VELOCITY PRESSURE MAX. HORIZONTAL LOAD +49 PSF MAX. VERTICAL LOAD -43 PSF COMPONENTS AND CLADDING WALL: ZONE 4 10 SOFT = +40/-44.0 PSF (MAXIMUM) 20 SQFT = +39/-42 PSF 50 SOFT = +36/-40-PSF 100 SOFT = +34/-38 PSF 500 SOFT = +30/-34 PSF ZONE 5 10 SOFT = +40/-54 PSF (MAXIMUM) 20 SQFT = +39/-50 PSF 50 SOFT =, +36/-46 PSF 100 SOFT = +34/-42 PSF 500 SOFT = +30/-34 PSF COMPONENTS AND CLADDING ROOF. ZONE 1• 10 SQFT = +23/-37.0 PSF (MAXIMUM) 20 SQFT = +21/-36 PSF 50 SQFT = +19/-35 PSF 100 SQFT = +16/-34 PSF ZONE 2: 10 SOFT = +23/-64.0 PSF (MAXIMUM) 20 SQFT = +21/-63 PSF 50 SQFT = +19/-52 PSF 100 SOFT = +16/-47 PSF ZONE 3: 10 SOFT = +23/-95.0 PSF (MAXIMUM) 20 SOFT = +21/-89 PSF 50 SQFT = +19/-81 PSF 100 SOFT = +16/-75 PSF COMPONENTS AND CLADDING ROOF OVERHANG: ZONE 2: 10 SOFT = -75.0 PSF (MAXIMUM) 20 SOFT = -75 PSF 50 SOFT = -75 PSF 100 SQFT =-75 PSF GENERAL COMPONENTS AND CLADDING NOTES: ZONE 3: 1. DOORS, WINDOWS, AND ROOF SYSTEM TO BE INSTALLED PER PRODUCT APPROVAL 10 SOFT = -127.0 PSF (MAXIMUM) AND MEET THE DESIGN PRESSURES ABOVE BASED ON AREA OF 20 SOFT = -114 PSF COMPONENT. PRESSURES PER PLANS. NOA'S TO BE SUBMITTED BY ARCHITECT. 50 SQFT = -98 PSF 100 SOFT =-86 PSF NO WATER SHALL BE ADDED TO THE MIX AFTER INITAL CONCRETE WHEN DELIVERED IS LESS THAT SPECIFIE B . IN TCHING, UNLESS THE SLUMP OF THE SUCH CIRCUMSTANCES, WATER MAY BE CONCRETE BEAMS: 12 PROVIDE MASONRY HORIZONTAL REINFORCING AT 16" O.C. IN ALL MASONRY WALLS. WALLS LAID UP ADDED ONLY WITH THE APPROVAL OF THE ENGINEER AND ONLY TO THE EXTENT REQUIRED TO REACH IN STACK BOND SHALL HAVE 'TRUSS" TYPE REINFORCING AT 16" O.C. EXCEPT THE TOP 3 COURSES SPECIFIED SLUMP LIMITS. WATER SHALL BE INTRODUCED 'UNDER PRESSURE AND THE DRUM SHALL BE 1 "C" BAR; SHALL BE 8" O.C. WALLS LAID UP IN RUNNING BOND MAY HAVE "LADDER" TYPE REINFORCING. TURNED AT MIXING SPEED AN ADDITIONAL 30 REVOLUTIONS MINIMUM TO INSURE UNIFORMITY OF MIX. TOP BAR AT INTERIOR SUPPORT IN ADDITION TO TOP CONT. BARS) PLACE IN SAME LAYER AS TOP PROVIDE A MINIMUM 6" LAP AT SPLICES. PROVIDE SPECIAL FABRICATED TEES AND CORNER UNITS CONT. BAR (U.N.O.). LOCATE AT RIGHT SUPPORT OF SPAN INDICATED IN SCHEDULE AT INTERSECTING WALLS FOR WALLS LAID UP IN STACK BOND. SEE PLANS FOR VARIATIONS. 7 NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING STEEL FOR THE POUR IS IN ITS PROPER LOCATION AND THE OWNER'S REPRESENTATIVE'S PERMISSION HAS BEEN GIVEN FOR THE POUR. 2 "D" BAR: 13 CONTACT LAP SPLICES FOR VERTICAL REINFORCING (UNLESS NOTED OTHERWISE): REINFORCING MESH SHALL BE WELDED WIRE FABRIC AS SPECIFIED ON THE TOP BAR AT EXTERIOR SUPPORT (IN ADDITION TO TOP CONT. BARS) PLACE IN SAME LAYER AS TOP COMPRESSION SPLICES: 30 DIAMETERS DRAWINGS. CONT. BAR (U.N.O.) TENSION SPLICES: 48 DIAMETER FOR #3, & #4; "RECOMMENDED 30" FOR #5; 8 PLACING OF CONCRETE SHALL CONFORM TO ACI 301 & CI 304-11, PRACTICE FOR „E" 36" FOR #6; MEASURING, MIXING TRANSPORTING AND PLACING CO CR E". PLACE CONCRETE AS CONTINUOUSLY AS 3 BAR: BAR TO 45" FOR #7 POSSIBLE UNTIL POUR IS COMPLETE SO THAT NO CONCR17E IS PLACED AGAINST CONCRETE THAT HAS DIAGONAL BAR AT EACH CORNER AND EACH SIDE OF BEAM TO COLUMN CONNECTION. ATTAINED ITS INITIAL SET, EXCEPT AT AUTHORIZED JOINTS (MAX. 90 MINUTES APART). MAINTAIN 1-1/2" COVER. REINFORCING BARS SHALL BE ACCURATELY POSITIONED ACCORDING TO THE DRAWINGS AND SHALL BE SECURED TO PREVENT DISPLACEMENT DURING GROUTING 9 PLACE CONCRETE AS NEAR AS POSSIBLE TO ITS FINAL POSITION. PREVENT SEGREGATION. USE 3 CLASS "B" TENSION SPLICE: CHUTES OR TREMIES AS NECESSARY. THE MAXIMUM FREE 'DROP SHALL BE 4-FEET. COMPACT DURING 14 GROUT FOR BOND BEAMS, PILASTERS, AND CORE FILL SHALL HAVE A MINIMUM f'c = 3000 PSI ® 28 PLACING WITH INTERNAL VIBRATORS (800 VPM MINIMUM). 'WORK AROUND REINFORCEMENT, EMBEDDED #4 - 24" DAYS AND SHALL' BE IN ACCORDANCE WITH ASTM C-476 AND A MAXIMUM SIZE OF AGGREGATE OF FIXTURES, AND INTO FORM CORNERS. DO NOT OVER VIBR TE, AND DO NOT USE VIBRATORS TO #5 - 30" 3/8". CALCIUM CHLORIDE SHALL NOT BE USED IN GROUT. SLUMP SHALL BE 8" +/- 1". TRANSPORT CONCRETE WITHIN THE FORMS. #6 - 36" , #7 - 45' 15 GROUTING OF WALLS SHALL BE ACCOMPLISHED BY ONE. OF THE FOLLOWING METHODS: 10 CONCRETE CURING: FRESHLY DEPOSITED CONCRETESHALL BE PROTECTED FROM PREMATURE DRYING A. GROUT IN MAXIMUM 4'-0" LIFTS AND CONSOLIDATE ALLOW GROUT TO SET FOR AND EXCESSIVELY HOT TEMPERATURES, AND SHALL BE MAINTAINED WITH A MINIMAL MOISTURE LOSS 4 WHEN ADJACENT BEAMS OR TIE BEAMS HAVE TOP CONT. BARS OF DIFFERENT SIZE, THE TRANSITION :PLACE MINIMUM OF 15 MINUTES BETWEEN EACH SUCCEEDING 4'-0" LIFT (UNLESS NOTED AT RELATIVELY CONSTANT TEMPERATURE ABOVE 70 DEGREES F. FOR THE FIRST THREE DAYS AND SHOULD BE MADE AT MID SPAN OF THE BEAM WITH SMALLER SCHEDULED BARS. USE LAP SPLICE OTHERWISE). ABOVE 55 DEGREES F. FOR AT LEAST THE NEXT 4 DAYS. UNFORMED SURFACES MAY BE CURED LENGTH OF SMALLER SIZE BAR. B. PLACE GROUT IN MAXIMUM 8'-0" LIFTS AND CONSOLIDATE. ALLOW GROUT TO SET FOR USING A SILICATE BASE, CURING COMPOUND ORB COVERING WITH WATERPROOF PAPER OR MINIMUM OF 24-HOURS BETWEEN EACH SUCCEEDING 8'-0" LIFT. PROVIDE CLEANOUTS POLYETHYLENE FILM. APPLY POLYETHYLENE FILM AS SaON AS FINISHING OPERATIONS ARE COMPLETE D 5 (2L) INDICATES BARS PLACE IN TWO LAYERS. WHERE BARS ARE PLACED IN TWO LAYERS, THE SECOND AT BOTTOM OF CORES TO BE FILLED (UNLESS NOTED OTHERWISE). AND THE CONCRETE IS SUFFICIENTLY HARD TO BE UNDAMAGED BY THE COVERING. SPRINKLE LAYER BARS MUST BE PLACED DIRECTLY UNDER BARS IN THE FIRST LAYER OR DIRECTLY OVER ,BAR IN CONCRETE AS NECESSARY DURING APPLICATION OF COVERING. LAP EDGES AND ENDS AT LEAST THE FIRST LAYER. PROVIDE 1" CLEAR DISTANCE BETWEEN LAYERS OR ONE BAR DIAMETER, WHICHEVER 16 ALL MASONRY SHALL BE LAID UP IN RUNNING BOND, UNLESS STIPULATED OTHERWISE BY THE 4-INCHES, AND SEAL LAPS. WEIGHT DOWN COVERING TO PREVENT DISPLACEMENT. PATCH HOLES ENGINEER. AND TEARS THAT OCCUR DURING THE CURING PERI D. APPLY CURING COMPOUNDS STRICTLY IS THE GREATER DISTANCE. ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS US114G LOW PRESSURE SPRAY EQUIPMENT. APPLY REINFORCED MASONRY WALLS AND PARTITIONS: 17 ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR CURING COMPOUND AS SOON AS FINISHING OPERATIONS ARE 'COMPLETE AND FREE WATER ON CONCRETE MASONRY STRUCTURES", ACI 531, LATEST EDITION. SURFACE HAS DISAPPEARED, AND NO WATER SHEENCA BE SEEN. APPLY 2 COATS AT RIGHT 1 ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "SPECIFICATION FOR MASONRY ANGLES TO EACH OTHER WHERE NECESSARY TO ACHIEVE 'PROPER COVERAGE. STRUCTURES", ACI 530, AND ALL APPLICABLE LOCAL BUILDING CODE PROVISIONS. ALL MASONRY WALLS 18 A 3/4"0 HEAD, LOW VELOCITY VIBRATOR SHALL BE PLACED IN EACH GROUTED CELL FOR 1_TO 2 11 UNLESS OTHERWISE SPECIFIED. PLACE REINFORCEMENT 1 5" CLEAR FROM TOP OF THE SLAB AND TO BE CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM C-90 AND REINFORCED WITH #9 SECONDS (DO NOT "OVER" VIBRATE THE GROUT). SUPPORT ON 3" MIN. TALL SLAB BOLSTERS SPACED AT `-0" ON CENTER MAX. GRID. ACCEPTABLE GAGE TRUSS TYPE HORIZONTAL MASONRY REINFORCING LOCATED AT 16" O.C. ALL MASONRY TO BE BOLSTERS SHALL BE CHAIRS OR BESSER BRICK.' LAID WITH FULL HEAD AND BED JOINTS. ALL MASONRY CONSTRUCTION TO BE EITHER BOUND BY TIE 19. SUBMITTALS (PRIOR TO CONSTRUCTION): BEAM, TIE COLUMN MEMBERS OR TIED TO FRAME WITH 16 GAUGE CONTINUOUS DOVE TAIL SLOT AND A PROPOSED GROUT MIX DESIGN. 12 REQUIREMENTS: 12 GAUGE DOVETAIL ANCHOR SPACE AT 16" O.C. (TOP AND THE VERTICAL SIDE), UNLESS OTHERWISE B PROPOSED MORTAR MIX DESIGN. DETAILED. C DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. A ALL REINFORCING STEEL SHALL BE MANUFACTURE FR M HIGH STRENGTH BILLET STEEL D COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY UNITS IN ACCORDANCE WITH ASTM C140. CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. 2. CONCRETE MASONRY UNITS: THE QUALITY STANDARDS FOR THE UNITS SHALL CONFORM TO THE B' W.W.F. SHALL COMPLY WITH ASTM A 185. AMERICAN STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING MASONRY UNITS (ASTM C90-70). 20. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS: C ALL REINFORCEMENT SHALL BE SUPPORTED ON 3' MIN. BOLSTERS/CHAIRS OR BESSER BRICK AT MINIMUM F'm SHALL BE 1700 PSI PER PLANS BASED ON THE SHELL FACE MORTAR BEDDING. A SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019 FOR EACH 5000 SOFT OF MASONRY. 36' MAX. GRID SPACING B SLUMP TEST --I, ASTM C143 3 ALL BLOCK CELLS AT RETAINING WALLS SHALL BE FILLED WITH GROUT AND REINFORCED PER PLANS. 13 LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OT ERWI E NOT ON DRAWINGS. LAP ALL W.W.F. A DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE AND /OR BELOW. MINIMUM OF 6" UNLESS OTHERWISE NOTED. 14 REINFORCING BARS: 4 REINFORCED UNIT MASONRY: ALL REINFORCED MASONRY CONSTRUCTION, WHERE CALLED FOR ON PLANS, SHALL BE IN ACCORD WITH APPLICABLE PROVISIONS OF CONCRETE REINFORCEMENT, A AT CORNERS OF CONCRETE WALLS, BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE (1)- 5 X CAST -IN -PLACE CONCRETE AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO "C" 5'-0" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE. SUPPORTING CONCRETE MEMBERS A CLASS LAP LENGTH PLUS 3" OR FULL DEPTH, PLUS A ROOFING MATERIAL SPECIFICATION: B WHERE COLUMNS ARE AN INTEGRAL PART OF CONCRETE -WALLS, WALL REINFORCEMENT SHALL BE STANDARD HOOK. LAPS WITH REINFORCED MASONRY SHALL BE 48 BAR DIAMETERS. CONTRACTOR 1. 3" THICK FIBERGLASS BLANKET WITH VINYL REINFORCED FACED COVERING. CONTINUOUS THRU THE COLUMNS. SHALL COORDINATE PLACING OF DOWELS TO ACCOMMODATE MODULE OF MASONRY UNITS. ALL C ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI ECOMMENDED HOOKS UNLESS OTHERWISE VERTICAL CELLS AND BEAMS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 2. GALVALUME STANDING SEAM METAL ROOF PER BUILDING MANUFACTURER. NOTED, 3000 PSI CONCRETE WITH 3/8" COURSE AGGREGATE. USE HIGH SLUMP (SUPER -PLASTICIZED) WHERE HEIGHT OF LIFT EXCEEDS 4'-0". WHERE HEIGHT OF OPEN CELL EXCEEDS 4'-0", USE HIGH LIFT 3. POP RIVETS SHALL BE STAINLESS STEEL PLAIN FINISH. 15 CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAM3 SHALL BE AT MID -SPAN AND KEY JOINTED GROUTING TECHNIQUE WHICH REQUIRES A CLEAN -OUT OPENING AT THE BOTTOM OF ALL CELLS AND WITH REINFORCING CONTINUOUS ACROSS JOINT, AD ITIO Al_ SHEAR FRICTION REINFORCING. PLACING THE GROUT IN MAXIMUM 4'-0" LIFTS WITH A 30 TO 60 MINUTE DELAY BETWEEN LIFTS. ALL 4. FASCIA TRIMS SHALL BE 24 GA. WALLS TO BE REINFORCED AS INDICATED ON PLANS. 16. A QUALIFIED TESTING LABORATORY SHALL BE RETAI ED 0 PERFORM THE FOLLOWING CONCRETE 5. GUTTER SHALL BE 24 GA. WITH GALV. STRAPS ®36" O.C. MAX. TEST: (ONE COPY OF ALL TEST REPORTS SHALL B SET DIRECTLY TO STRUCTURAL ENGINEER) A CYLINDER STRENGTH TESTS - ASTM C39: ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC 6. PRODUCTS MUST MEET OR EXCEED THE REQUIREMENTS OF THE FLORIDA BUILDING YARDS OR FRACTION THEREOF. TEST ONE CYLINDER AT 7 DAYS AND TWO AT 28 DAYS. HOLD THE COMMISSION. FINAL CYLINDER IN RESERVE. B SLUMP TESTS - ASTM C143 FABRICATION: 7. FASTENERS SHALL BE BUILDEX TEKS SELECTED ACCORDINGLY TO PENETRATE THE 1 THE REQUIREMENTS OF THE AISC CODE ARE HEREBY A PART OF THESE NOTES. THICKNESS OF STRUCTURAL STEEL. SUPPLY 10% OVERAGE. 2. SUBMIT SHOP DRAWINGS TO FOR FOR APPROVAL PRIOR TO FABRICATION. AND MISCELL N OUS STEEL: ERECTION FOR THESHOLDSTRUCTURAL LPRODUCTCTOR 7H TYPE SPECIFIED ON THE PLANS 1. PROPERGLOCATION AND ELEVATION OF ANCHOR BOLTS AND THE VERIFICATION THEREOF IS THE RESPONSIBILITY OF OTHERS. ACCURATE VERIFICATION IS RECOMMENDED PRIOR 1.PTHIS REQUIRES THE SERVICESIOFNA LICENSED SPECIALTY INSPECTOR PER THE FLORIDA BUILDING CODE 110.3.7. 1. HIGH STRENGTH BOLTS ASTM A325-N) TO B ( TO START OF STEEL ERECTION. PROVIDE MATCHING H.S. NUTS AND WASHERS 2. ALL RELATED SUBMITTALS/CALCULATIONS SHALL HAVE BEEN APPROVED BY THE 2. ALL WELDING TO BE IN ACCORDANCE WITH AWS LATEST "STRUCTURAL WELDING CODE - STEEL" 2. ERECTOR TO PROVIDE ALL TEMPORARY BRACING AS REQUIRED FOR STRUCTURAL ENGINEER OR ARCHITECT PRIOR TO INSPECTION SINCE CERTAIN INFORMATION OR (ANSI/AWS D1.1-04). RUSTPROOF ALL WELDS AND PLATES WITH HEAVY DUTY RUSTPROOFING PAINT. STABILITY. DETAILS MAY BE CRITICAL FOR A COMPLETE INSPECTION. 3. ALL MEMBERS TO BE WELDED SHALL USE E7 -XX ELECTRODES (MIN.). MATERIAL PROPERTIES: 3. THE ARCHITECT OR PRIME CONSULTANT SHALL NOTIFY THE BUILDING DEPARTMENT BY 4. SHOP COAT ALL STRUCTURAL STEEL WITH RUFSTOL UM "RED PRIMER OR APPROVED 1. STEEL BAR, PLATE AND SHEET USED IN THE FABRICATION OF BUILT-UP PRIMARY AND OFFICIAL LETTER OF THE THRESHOLD BUILDING INSPECTION PLAN (OR THE PLAN LISTED EQUAL (U.O.N.). FIELD PATCH PAINT AFTER E ECTI,ON, 2 MIL MINIMUM. SECONDARY STRUCTURAL FRAMING MEMBERS CONFORM TO ASTM A529, ASTM A572, BELOW #4). ASTM A1011 SS, OR ASTM A1011 HSLAS WITH A MINIMUM YIELD POINT OF 50 KSI. 5. THESE PLANS SHALL BE WORKED WITH THE ARCH. PLANS FROM CROSSROADS ARCH. 4. THRESHOLD BUILDING INSPECTION SHALL INCLUDE THE MINIMUM, BUT NOT LIMITED TO: 6. ADHESIVE SHALL BE HILTI RE-500 OR SIMPS N EPDXY TIE ET22 2. HOT ROLLED STRUCTURAL SHAPES AND ANGLES CONFORM TO ASTM A992, ASTM A529, A. PURLIN SECONDARY FRAMING DEFLECTION CRITERIA: OR ASTM A572 WITH A MINIMUM SPECIFIED YIELD POINT OF 50 KSI. B. RAFTER DIAGONAL BRACING AND MAIN BRACING C. ROOFING INSTALLATION THE MATERIAL SUPPLIED BY MANUFACTURER SH LL BE DESIGNED WITH THE FOLLOWING 3. HOLLOW STRUCTURAL SHAPES CONFORM TO ASTM A500 GRADE B WITH MINIMUM YIELD D. FIELD WELDS AND FILED BOLTING MINIMUM DEFLECTION CRITERIA: POINT OF 42 KSI FOR ROUND HSS AND 46 KSI FOR RECTANGULAR HSS. E. ALL CONNECTION BOLTING AND WELDING (VISUAL ONLY, TESTING NOT INCLUDED) ROOF PURUNS: 4. COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM 5. IF DEFECTS ARE FOUND IN THE INSPECTION PROCESS, ALL TESTING AND CORRECTION LIVE-L/240 A1011 SS GRADE 55, OR ASTM A1011 HSLAS CLASS 1 GRADE 55, WITH A MINIMUM WORK COSTS SHALL BE CARRIED BY THE CONTRACTOR, INCLUDING ADDITIONAL WIND-L/180 YIELD POINT OF 55 KSI. ENGINEERING TIME AND DAMAGES. DL+LL-L/180 METAL BUILDING DESIGN CODES 6. FLASHING, CURBS, PENETRATIONS, ETC. ARE SPECIFIED ON THE ARCHITECTURAL ROOF RAFTERS: 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR STRUCTURAL STEEL DRAWINGS. INSPECTION OF THOSE ITEMS ARE THE RESPONSIBILITY OF THE ARCHITECT. LIVE-L/240 BUILDINGS", ALLOWABLE STRENGTH DESIGN. WIND-L/180 7. LIFE SAFETY AND FIRE SUPPRESSION SYSTEMS (AND INSPECTION THEREOF) ARE THE DL+LL-L/180 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF RESPONSIBILITY OF THE ARCHITECT (SEE ARCHITECTURAL DRAWINGS FOR COLD -FORMED STEEL STRUCTURAL MEMBERS", ALLOWABLE STRESS DESIGN. SPECIFICATIONS). ROOF PANELS: 120 LIVE-L / 3. APPROVED MANUFACTURERS: MBCI OF HOUSTON, TX. AND METALLIC BUILDINGS OF LIMITS OF LIABILITY AND DISCLAIMER: HOUSTON, TX. 1. THE STRUCTURAL DESIGN DRAWINGS AND SPECIFICATIONS HEREIN, ARE STRICTLY LIMITED WIND-L/120 TO THE SHELL FRAME, COMPONENTS, CLADDING, MASONRY WALLS, AND FOUNDATION TOTAL UPLIFT-L/120 ELEMENTS, AS DESIGNED FOR THE SUPPORT, ENCLOSURE, AND GRAVITY/WIND LOAD RESISTANCE OF THE BUILDING STRUCTURE. ENDWALL COLUMNS: TOTAL WIND-L/120 I I C ❑ N S T R U C T I ❑ N PLANS: NON-STRUCTURAL ITEMS EXCLUDED FROM THESE DRAWINGS MAY INCLUDE, BUT NOT LIMITED TO, NON -LOAD BEARING PARTITIONS, SWIMMING POOLS, FENCES, EQUIPMENT FRAME/PORTAL FRAME SIDE -SWAY: SHEET DESCRIPTION SUPPORTS, STAIR DESIGN, YARD SLABS AND DECKS, ELEVATORS, CIVIL WORK, FRAME WIND-H/200 OR 3/4" MAX. (CON OLS) ' ELECTRICAL, SPRINKLERS, AND MEP. FRAME TOTAL WIND-H/200 S1 COVER SHEET AND GENERAL NOTES S2 FOUNDATION PLAN AND DETAILS 2. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR SELECTION, PERFORMANCE, OR MATERIAL NOTES: CERTIFICATION OF MATERIALS, COMPONENTS, OR MANUFACTURED (SPECIALTY ENGINEER) PRODUCT APPROVAL NUMBERS FOR THE STATE, F FLORIDA, DEPARTMENT OF COMMUNITY S3 ROOF FRAMING PLAN PRODUCTS TO BE USED OR INSTALLED IN THE CONSTRUCTION OF THIS PROJECT AFFAIRS PER PRODUCT RULE 9B-72: S4 BUILDING ELEVATIONS 3. SUBSTITUTION OF MATERIALS OR PRODUCTS SHALL NOT BE MADE WITHOUT APPROVAL 1. APPROVED ROOFING: S5 BUILDING SECTIONS OF THE ENGINEER OF RECORD. A. 22 GA. "SUPERLOK-16" METAL 'ROOF P R BUILDING MANUFACTURER, NOA S5.1 BUILDING` SECTIONS 4. REUSE OF THESE DRAWINGS, OR PARTS THEREOF, FOR OTHER PROJECTS, IS NOT #12-0911.02. ` S6 BUILDING' MISC. DETAILS PERMITTED 2. STRUCTURAL COMPONENTS A. STRUCTURAL ZEE SECTIONS - FL5 03.1 5. FIELD MODIFICATIONS AND "AS-BUILTS" ARE THE RESPONSIBILITY OF THE CONTRACTOR. B. STRUCTURAL CEE SECTIONS - FL5 03.2 TOTAL NUMBER OF SHEETS = 7 6. BUILDING MANUFACTURER SHALL SUPPLY SHOP DRAWINGS FOR APPROVAL (4-SETS), SIGNED AND SEALED BY A LICENSED FLORIDA PROFESSIONAL ENGINEER EMPLOYED BY THE MANUFACTURER TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION. PROJECT: SAVANNA CLUB STRUCTURAL FLANS SAINT LUCIE COUNTY, FLORIDA CIVIL - STRUCTURAL MARINE O > ,s P" OWN E N G 1 N E E R I N Ci CSM ENGINEERINGr LLC 1 235 SE INDIAN STREET • SUITE 103 STUARTr FLORIDA 34997 o: 772-220-4601 w: www.CSM-E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRIITEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITITN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT C2014 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24'X36" PLOTS 1 COMMENTS FROM ST LUCIE COUNTY DATED 6-�5-2014 30-JUN-2014 2 ADDITIONAL OF SOIL REPORT '7-16-14 3 4 5 DESIGNED BY: DRAWN BY: CHECKED BY: PLOT DATE: 21-Jul-2014 X:\MASTER PLAN - SAVANNA CLUB SCALE AS SHOWN PROJECT #: �tcENSF'••. � ��'• V' No.76910 0 '•. STATE OF RIR�t � ^ _.... _....... _ CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: COVER & NOTES SHEET III: S-1 N Al I� MINIMUM #5 x 2'-0' DOWEL 2 16' D.C. Q44--FORMED KEY, 1/2" MIN. SLAB PER PLANS' CONSTRUCTION JOINT SAW -CUT CONTROL J❑INTS 1/8°WX1 1/4' DEEP MADE WITHIN MAX, 24 HRS, PF POUR FILL WITH J❑INT FILLER 1-1/4" MAX. -txY x i � aw. 1 Jc U. �. IW MA. r. i r lµw 3 4 x8" RECESS -TYP. i CONCRETE FOOTINGCONCRETE CELLS W I / " I W W • I W/ #5"BOT BARS ® 3000 PSI CONCFETE #5 CONT. TOP BAR -TYP. 1 \ 4'ANt--CO 8" O.C.E.W. OVER 6 IFYP. NOTE TO METAL BUILDING DESIGNER: MILT VAPOR BARR R CONNECTION SHALL BE DESIGNED AS PINNED. 3 lvtPfceC�L'B - - - - - -- - I 8"x16"x8" CMU WALL -TYP. PER PLANS FILL-TYP.i� ��� r J _� 5 VERTICAL BAR TO LAP MIN. 48xm 0 STRAIGHT COLUMN PER METAL BUILDING " I q - I r� I" ( • I I 30" MIN. -TYP. FABRICATOR -TYP. 8 x16 x8" CMU WALL -TYP. PER PLANS I- » BOLT m PER METAL BUILING`FABRICATOR -TYP, #5 VERTICAL BAR TO LAP MIN. 48xm OR i 8 x16"x9" CMU STARTER COURSE 30" MIN. -TYP. f MIN. EMBEDMENT 18' -TYP. I I -TYP. 6 5 VERTICAL BARS 3 EACH SIDE WITH 7 " O I� " O 8"x16"x9" CMU STARTER COURSE I WIDE CONCRETE MONO FOOTING - O ,D DEEPx24" W .- 2 E 3 STIRRUPS AT 4 O.C. MAX. TYP. i WITH 3 5 CONT. BARS BOTTOM AND 5 O # # WIRE WELDED FABRIC PER PLANS -TYP. 20" DEEPx24" WIDE CONCRETE MONO FOOTING 1BARS:TRANSVERSE AT 18" O.C. -TYP. HAIR PIN BAR -TYP. PER PLANS �9, WITH (3) #5 CONT. BARS BOTTOM AND #5 F1: 5'-0" LONG z 5'-0" WIDE CONCRETE SLAB PER PLANS N BARS TRANSVERSE AT 18" O.C. -TYP. 4 z4'x14' SO. �. _ I , _ _I �!,� I' FO TING WITH #5 BARS AT 6" O.C.E.W. -TYP. _ CONCRETE FOOTING l - - q _ _ -I ` _ H. - - T PER PLANS a• TO GROE MAX. BOT f BARS ® •' 8 O.C.E.W. OVER 6 .. ° W/ #5 a• TO GRODE b MILI VAPOR BARRIER 1 5 CON(�RETE SLAB. REINFORCED' c �` I /\ \ \\/ \ a 1-0 / 7\\ 7 10 \//\/ - AND COMPACTED ' OVER 61MILI VAPOR BARRIER AND I f ///f\.• •.tc M�/\\/\ \ FILL -TYP. COMPACTED FILL TYP. I \\/\\/\\/\2 6 J 6 ,.. \/\ \ /\/ \/ { " �f •.° ' _ L ` _ i /\//\//\�/\//\//\//\//\/�\/�\//\\ \\//\// // AND \ TO MIL. VAPOR BARRIER-TYP.; LAP 6 ALL JOINT " \/\�\ I I• " F=1 I I COMPACTED FILL TO 2500 PSF - MIN. SEE MONO FO( 95% MODIFIED 2 FOOTING SECTION F2 SOILS REPORT. COMPACT TO „ SCALE:1 2 =1'-0" L J �k- PROCTOR DENSITY MINIMUM. �- T./SL 8 ELEVATION -+ .00 I i L SCALE:1/2'=1 -0' S-2 • a7m1. ;� I ,, , I I 1 2'-6- 8"x16"x8" CMU WALL -TYP. PER PLANS #5 VERTICAL BAR TO LAP MIN. 48x0 OR 30" MIN. -TYP. I - —� - - I ���' _ I . _ ° •' ° (6) #5 BARS (3) EACH SIDE WITH # 3 O.C. MAX. 8"x16"x9" CMU STARTER COURSE TYP. I • ° STIRRUPS AT 4" 20" DEEPx24" WIDE CONCRETE MONO FOOTING H 1 ° e WITH (3) #5 CONT. BARS BOTTOM AND #5 W2.1X2.1- X6 WWF TO, REST ON ' . � f. , BOLT m PER META TYP. L BUILING FABRICATOR BARS TRANSVERSE AT 18 O.C. TYP. • I •I 3" CHAIR AT 3'x3' GRID MAX. I C` N o •. • °: ti ` : PER PLANS Ft: 8'-0" LONG x 5'-0" WIDE CONCRETE o " -TYP. THIRU-OUT, THE SLAB I- ' °• FOOTING WITH #5 BARS AT 6" O.C.E.W. -TYP. 20^ DEEPx24" WIDE CONCRETE MONO FOOTING PER PLANS • : a I I ' I I I ,•., a•mGm 1 -TYP. FOUNDATION PLAN P. SCALE = 1/8" TO 1' 0" 20'-0' I ,'a.. ° I Y� F1 F SCALE:1 / CONTROL JOINT 'Vlllri :anl 1 :�murs_"Inns WMIQU= %Allllo%A1111:. 3/4"xB" RECESS -TYP. #5 CONT. TOP BAR -TYP. WIRE WELDED FABRIC PER PLANS -TYP. SLAB PER PLANS I J ON '-10 MIL. VAPOR BARRIER-TYP.; LAP 6" AND 3 TAPE ALL JOINTS S-2 COMPACTED FILL TO 2500 PSF - MIN. SEE SOILS REPORT. COMPACT TO 95% MODIFIED PROCTOR DENSITY MINIMUM. 3/4"x8" RECESS -TYP. #5 CONT. TOP BAR -TYP. NOTE TO METAL BUILDING DESIGNER: CONNECTION SHALL BE DESIGNED AS PINNED. STRAIGHT COLUMN PER METAL BUILDING FABRICATOR -TYP. BOLT 0 PER METAL BUILING FABRICATOR -TYP MIN. EMBEDMENT 18" -TYP. r / (6) #5 VERTICAL BARS (3) F1�CH SIDE WITH #3 STIRRUPS AT 4" 0.0 MAX WIRE WELDED FABRIC PER PLANS -TYP. HAIR PIN BAR -TYP. PER PLANS N ///��':SLAB PER PLANS a LTAPEIALLAJbARRIER-TYP.;AND NTS COMPACTED FILL 10 2500 PSF - MIN. SEE 2 SOILS REPORT. QfOMPACT TO 95% MODIFIED PROCTOR DENSITY MINIMUM. PROJECT: SAVANNA CLUB STRUCTURAL PLANS SAINT LUCIE COUNTY! FLORIDA E N G I N E E R IN G GSM ENGINEERINGr LLC 1 235 SE INDIAN STREET - SUITE 103 STUARTr FLDRIDA 34997 o: 772-220-4601 w: www.CSM-E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. i CSM ENGINEERING, LLC COPYRIGHT 02014 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24736" PLOTS 1 I CHANGES PER BUILDING MANUFACTURER 7-21-14 2 3 4 5 DESIGNED BY: DRAWN BY: CHECKED BY: PLOT DATE: 21-IuI-2014 X:\MASTER PLAN - SAVANNA CLUB SCALE: AS SHOWN PROJECT 1: \yyyy1111111///// A. �qRO ............. • VkGENSF'• Fv'� No.76910 -_ -a , �\ Q •• STATE OF •• <(/�� CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME FOUNDATION PLAN SHEET: S-2 2'-0 26'-2%" 32'-0• 30"-0'.' 27'-3Ve" 23'4W 19'-6• ", 26'-64" -- 8" CEE BEAM LINTEL SEE S4 FOR LINTEL LOCATIONS Lintel Bar _ ' v�1 _. _.,,x... L _ _.. s zEl BEAM Additional Length ength L #5 bars \\ 8" ZEE BEAM r '$ 4'-8" 4'-6" WCLLEAR 8" ZEE BEAM / m "T-8 76 SF8-OB/1T 8F8-1B/2T " i vm_ 0 9-8 9-6 T 8-.ZEE BEAMT \ / T7 NOTES: I I I 1.. MIN. COVERAGE OF STEEL=1.5" 2. MIN. BEARING REQUIRED ® EA. END-8" ALL REINFORCING TYPICAL LINTEL SECTION STEEL IS GRADE 60. s" z�F AM , e ( PRECAST CONCRETE) �— /8" ZEE BEAM I , ILLI 8" ZEE BEAM '/ < < < < < z J \ �LJ W W W W W W - - - m m m m 00 m CO o w ' w N w N w N w N w Ld a m 8" ZEE BEAM / / 2' oN / / \ 8" ZEE BEAM` / \ / mlt ao ro ao ao ai'Ld / \ / 00 4'-3.5" EE BEAM LAP TYP. 8� ZEE BEAM/ \ / i \ 'q/ i 4' \ / 4,-0' 2'_0' 8" ZEE/REAM / \ " ZEE BEAM \ / LINTEL SCHEDULE Window Max. Max. Max. Mark or Dcar R.O. Lintel Cast -Crete lop Top Gravity Load Uplift Load Lateral Load Width Size Specification teelSize Steel Size (PLF) (PLF) (PLF) L1 3'-4" 4'-8" 8F8-OB/1T 1 #5 2561 1363 763 L2 4'-4" 5'-8" 8F8-OB 1T 1 #5 1105 909 339 L3 6'-4" 7'-8" 8F8-OB 1T 1 #5 1011 727 534 L4 S'-4" 9'-8" SF8-OB 2T 1 #5 2 #5 1 752 591 512 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS o \ / 8„ ZEE BEAM / \ - - - — — - 14- s 8 ZEE_ BEAM _ 8 ZEE BEAM 8" CEE BEAM LINTEL o N 25,Lzh. 23'-2ke" ' ts'-s• � 27'-0• CABLE ROOF X-BRACING DESIGN AND LOCATION PER METAL BUILDING MANUFACTURER -TYP. ROOF FRAMING PLAN SCALE = 1/8" TO 1'-0" NOTE: FILED CUT AND ATTACH ALL SHEETING AND FLASH AT HIP, VALLEY, AND/OR SKEWED AREAS AND MAKE WATER TIGHT AS REQUIRED. NOTE: ZEE DIAGONAL BRACING ® 10'-0" O.C. MAX.; DESIGN AND LOCATIONS PER BUILDING MANUFACTURER SHOP DRAWINGS. ZONE 3 .......... ... ...... .._..... . ........: A = 5 —0 —TYP. zo NE 2 ZONE _ _ _ 22 GA. "SUPER OK-16' STANDING SEAM METAL \ ' // ROOF PANEL PER NOA #12-0911.02 -TYP.-, \ / \ J C \ 1 \ / LLI I \. Kati 40NE 1 �F y m / m 2 ' �` ��1F vF� tia�o�� a s a\ a a a a a \ a a a �d a a s DO an m '� m m m m m m \ m m/ m m m' m \, w w w w w\ w w/ w w w w LJ w/ w w w w w ZONE 2 z N N N N \ N N N N N N Ld N\\ N N Ld N N N m \. ""'-"'- ---- aa� w N i\ ZONE 2 `\ ZONE 1 0 00 00 00 00 0), < / 00 00 00 v 00 00 00 / / OD 00 00 ao, 00 U -'\. .... ......... ... .............................. - / \ \ m z / O FOR ENTR L FRAMING SEE SECTION 3/S5 N i ���Y� PONE 1 / \ , ZONE 1 `.,\Oyu \�' 2 a \ _ _.. \ fl-1-- ZONE 2 ZEE BEAM BRID ING (2) ROWS PER BAY PERZONE3- - - METAL BUI DIN MANUFACTURER -TYP. ZONE 3' w FOR BAY PACT G GREATER THAN 20'-0" `' COMPONENTS AND CLADD ING LO ✓�% ZON% 0'vF � 2 2 0 ffl ZONE 3 Y4'-0" 4'-0• 4'-0" 4'-0• 4'-0• 4'-0• 3'-0• 3'-0• 4'-0• 4'-V 4'-0• 4'-0• 4'-0• 4'-0•2'_Q• 'IO✓ N 1.1 N KeyArea PANEL STITCH Fastener Pressure Zone 1 12" 12" #12-14 TEK SCREW -33 psf Zone 2 6" 10" #12-14 TEK SCREW -57 psf Zone 3 4" 8" #12-14 TEK SCREW -84 psf Zone 2 O.H. 4" 4" #12-14 TEK SCREW -66 psf Zone 3 O.H. 4" 4" #12-14 TEK SCREW -112 psf PROJECT: SAVANNA CLUB STRUCTURAL PLANS SAINT LUCIE COUNTY, FLORIDA CIVIL - STRUCTURAL - MARINE E N G I N E E R I N G CSM ENGINEERING, LLC 1 235 SE INDIAN STREET • SUITE 103 STUART9 FLORIDA 34997 o: 772-220-4601 w: www.CSM-E.net CERTIFICATE OF AUTHORIZA11ON: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, U.C. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SBMCE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02014 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24•X36• PLOTS 1 CHANGES PER BUILDING MANUFACTURER 7-21-14 2 3 4 5 DESIGNED BY: DRAWN BY: CHECKED BY: PLOT DATE: 21-Jul-2014 X:\MASTER PLAN - SAVANNA CLUB SCALE: AS SHOWN PROJECTS: \\`S AIDA'7777�i Q�.• �TGENgF'• FiJ� �� . V' Na.76910 p ��Q •• STATE OF !(V�: CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME ROOF FRAMING PLAN SHEET #: S-3 L GUTTER AND DOWNSPOUT DOWNSPOUTS 25' O.C. MAX CnR Al I nRnD nnWAI TIP .... ... ..r..�.. �. �.. r.�..., rr�f. FOR ALL DROP DOWN TIE BEAMS SEE S-6-TYP.-1 12 4� FOR ALL LINTELS SEE S-3 SCHEDULE -TYP. ^" 1111"11"" ' "IN �WINUOWS ANU UUUKS F'L ARCHITECTS PLANS -TYP. ARCHITECTS PLANS -TYP. EXPANSION ROOF RIDGE CAP PER PLANS -TYP. CMU 'WALL PER FLANS -TYP. -REAR ELEVATION PERCRETE PLANSSPATNP. BEAM SCALE = 1/8" TO 1'-0" ARCHITECTS PLANS -TYP. ARCHITECTS PLANS -TYP. N I U M I L LLV/H I I U IN PER PLANS -TYP. PER PLANS -TYP. SCALE --1/6" TO 1'-O" AX ST BE APPROVED BY ,ND INSTALLATION. ALL N ACCORDANCE TO THE ITIONS, MIN. UL 90 EQUAL 22 GA. STANDING SEAMLESS METAL ROOF PANELS PER STEEL RIGID FRAME MFG'S SPECS. GUTTER AND DOWNSPOUT nTn�7 DOWNSPOUTS 25' O.C. MAX AX PROJECT: SAVANNA CLUB STRUCTURAL PLANS SAINT LUCIE COUNTY, FLORIDA CIVIL - STRUCTURAL MARINE !11 "Im E N G I N E E R IN G CSM ENGINEERING, LLC 1235 SE ►NDIAN STREET SUITE 103 STUARTy FLORIDA 34997 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02014 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24V6' PLOTS 1 2 3 4 5 DESIGNED BY: DRAWN BY: CHECKED BY: PLOT DATE 21-Jul-2014 X:\MASTER PLAN - SAVANNA CLUB SCALE AS SHOWN PROJECT: ` 0sA. � DENS RO��'�i P Vim:: � .•.`i, p ' No.76910 =_ ��� '• STATE OF RIDP N, CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFTSSIONAL ENGINEER NO, 76910 SHEET NAME: BUILDING ELEVATIONS 'I SHEET J: S-4 22 GA. ROOF PANEL PER PLANS EXPANSION RIDGE FLASHING PER BLDG. MANUFACTURER PROJECT: SAVANNA CLUB STRUCTURAL PLANS CEE LINTEL PER PLANS GUTTER AND DOWNSPOUTS PER PLANS-TYP.-__. 12-4 T.O. BEAD ZEE BEAM PER PLANS SOFFIT AND FASCIA PER ARCHITECTS PLANS CONCRETE SPANDREL BEAM - PER PU FINISH PER ARCH. 8" CMU WALL PER PLANS� 9" STARTER COURSE PER PLANS � 0 -0 TrO.SLAB --------- --'� FOUNDATION AND FOOTING PER PLANS -TYP. CEE LINTEL PER PLANS GUTTER AND DOWNSPOUTS -TYP.---- 12 -4 \\' T.O. BEAM-------------- -0-BA. WINDOW HEAD SOFFIT AND FASCIA PER ARCHITECTS PLANS CONCRETE SPANDREL BEAM - PER PLANS FINISH PER ARCH. PLANS 8' CMU WALL PER PLANS--,,. ' -0 9' STARTER COURSE PER PLANS 0 FOUNDATION AND FOOTING PER PLANS -TYP. \( 22 GA ROOF PANE PER PLANS ZEE BEAM PER PLANS PRE -FABRICATED MTL ROOF TRUSSE 0 24" O.C. UNLESS OTHERWISE NO 3-5/8"xt-5/8"x18GA STUDS ARE 1 TO FABRICATE THE TRUSSES. SHOP REQUIRED TO BE SUBMITTED TO EOI FABRICATION 5/8' CDX PLYWOOD SCREWED TO M TRUSSES WITH #80-5/8' GALV. S( 6' O.C. FIELD AND EDGES -TYP.' 22 GA. STANDING SEAMLESS ROOF SHALL BE INSTALLED OVER 90# FEL PAPER OVER 5/8' CDX PLYWOOD SED >S TO i 14'-0" T.O. BEAM 1X3 P.T. NAILER AND METAL DRIP EDGE a 2X10 WOOD FASCIA -PANTED P_7y�• BUILD UP TRUSS TAIL TO OVERHANG ALLOW FOR ATTACHMENT OF FASCIA BOARD SMOOTH STUCCO SOFFIT OVER EXTERIOR PLYWOOD SHEATHING AND PAPER BACK WIRE LATHE 12•x24" CONCRETE BEAM WITH (2) 15 BAR TOP, MIDDLE, AND BOTTOM. INSTALL 13 STIRRUPS AT 24" O.C. MAX. SMOOTH STUCCO CEILING OVER 5/8- CDX PLYWOOD SHEATHING AND PAPER BACK WIRE LATHE .---DECORATIVE STUCCO BAND i PER ARCHITECTS PLANS TEXTURED STUCCO FINISH PER ARCHITECTS PLANS NT ENTRY SECTION 3 SCALE = 1/4" TO 1'L 5/8" COX PLYWOOD SCREWED TO METAL TRUSSES WITH #8x1-5/8" GALV. SCREWS 6" O.C. FIELD AND EDGES -TYP. 22 GA. STANDING SEAMLESS ROOF SHALL BE INSTALLED OVER 90# FELT PAPER OVER 5/8' CDX PLYWOOD MTL OUTLOOKER ATTACHED TO TRUSS AND DROP DOWN TRUSS W/ (2) #10 TEKS 1X3 P.T. NAILER AND METAL DRIP EDGE 2X10 WOOD FASCIA - PAINTED STUCCO SOFFIT FINISH PER ARCH. PLANS 3/4" PLYWOOD SHEATHING WITH PAPER BACKED LATHE AND SMOOTH STUCCO FINISH - REFER TO BUILDING ELEVATIONS FOR FURTHER TRIM DETAIL GABLE END TRUSS - SHOP DRAWINGS REQUIRED 12'x24- CONCRETE BEAM WITH (2) #5 BARS TOP, MIDDLE AND BOTTOM. INSTALL #3 STIRRUPS AT 24' O.C. MAX. DECORATIVE COLUMN CAP AS SELECTED BY OWNER SMOOTH STUCCO CEILING OVER 5/8" CDX PLYWOOD SHEATHING AND PAPER BACK WIRE LATHE 12" ROUND CONCRETE COLUMN WITH (4) #5 VERTICAL. BARS AND #3 STIRRUPS AT 8" O.C. MAX. WITH MIN. 1.5" COVER TO FACE OF STIRRUP. 8'x16' CMU KNEE WALL WITH ALL CELLS FILLED AND #5 VERTICAL BAR IN EVERY CELL CONCRETE SLAB AND FOUNDATION PER PLANS SAINT LUCIE COUNTY, FLORIDA CIVIL - STRUCTURAL - MARINE E N G I N E E R I N G CSM ENGINEERING, LLC 1 235 SE INDIAN STREET - SUITE 103 STUART, FLORIDA 34997 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02014 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24V6" PLOTS 1 2 3 4 5 DESIGNED BY: DRAWN BY: CHECKED BY: PLOT DATE: 21-Jul-2014 X:\MASTER PLAN - SAVANNA CLUB SCALE: AS SHOWN PROJECT #: SHEEP #: S-5 ZEE BEAM PER CEE CLOSURE PER PLANS N SOFFIT AND FASCIA PER ARCH. PLANS Sx24 CONCRETE SPANDREL BEAM (TYP.) W/ (2) #6 BARS TOP AND BOTTOM AND (4) #6 BARS MIDDLE W/ #3 STIRRUPS AT 24" O.C. MAX AND 6" O.C. MAX. OVER OPENINGS 8" CMU WALL -TYP. PER. — PLANS 9 GA. HORIZ. TRUSS CMU---- JOINT REIN. 0 16" O.C. VERTICAL (TYP.) 22 GA. ROOF PANEL PER PLANS r ffi 3/4"x8" CMU RECESS -TYP.4 FIT"Effni k ti"IJ�7�:1�F`F 22 GA. ROOF PANEL PER PLANS ZEE BEAM PER PLANS EE C OSURE PER PLANS II �� SOFFI AND FASCIA PER I� 8" CLOSURE LINTEL PER METAL BUILDING ARCH. PLANS MANUFACTURER CONNECT WITH 1/2"Ox6" LONG II II J-BOLTS ® 24" O.C. MAX. -TYP. II x24 ONCRETE SPANDREL (4) 3/4"Ox8" LONG J-BOLTS LEAM TYP.) W/ (2) #6 BARS PER PLANS -TYP. P AND BOTTOM AND (4) #6 RS MDDLE W/ #3 STIRRUPS IT II 24� O.C. MAX AND 6" O.C. MAX. I VER OPENINGS #3 STIRRUPS AT 4" O.C. AT II J-BOLTS FOR MIN. 24" -TYP. II II II II I I II II a II Il in II STRAIGHT COLUMN FRAME i BEYOND PER PLANS-TYP. w 0 o t° ov II II � II II II II II 11 II II FOUNDATION PER S-2 -TYP. 1-1/2"x8" DOOR RECESS — Al I FOOTINGS PER PLANC SCALE:1 /2•'=1 I�v II8" CLOSURE LINTEL METAL MANU ACTURERCONNECT WIITH1/2I "06GLONG II J-BOLTS 0 24" O.C. MAX. -TYP. II II PER /4"Ox8NTYP.LON G J-BOLTS PLANS II II II #3 STIRRUPS AT 4" O.C. AT II ii J-BOLTS FOR MIN. 24" -TYP. II II II JI II II II II II II STRAIGHT COLUMN FRAME BEYOND PER PLANS -TYP. II II II II II II II II II II II II II li FOUNDATION PER S-2 -TYP. II ' �•°'. '• • • f7.• \ \ \ \ \ \ \ . . ° °. DOOR 5-5.1 5 ENLARGED EAVE DETAIL 7 SCALE: 1 "=1'-O" 5-5.1 ZEE BEAM PER CEE CLOSURE PER PLANS 22 GA. ROOF PANEL PER PLANS A SOFFIT AND FASCIA PER -� ARCH. PLANS 8x24 CONCRETE SPANDREL BEAM (TYP.) W/ (2) #6 BARS TOP AND BOTTOM AND (4) #6 BARS MIDDLE W/ #3 STIRRUPS AT 24" O.C. MAX AND 6" O.C. MAX. OVER OPENINGS N � U O N ao boo p <O M N N 3 SH10 rn 3 8" SOLID POUR WITH (1) #5 HORIZONTAL BAR SEE DETAIL S-6 8" CMU WALL -TYP. PER PLANS � 9 GA. HORIZ. TRUSS CMU JOINT REIN. ® 16" O.C. ffi VERTICAL (TYP.) 3/4"x8" CMU RECESS-TYP. ALL FOOTINGS PER PLANS-1 " II 8" CLOSURE LINTEL PER METAL BUILDING MANUFACTURER CONNECT WITH 1/2"06" LONG II J-BOLTS ® 24" O.C. MAX. -TYP. . • II I � 4 3 4"Ox8" LONG J-BOLTS II II PER PLANS -TYP. II II I #3'' STIRRUPS AT 4" O.C. AT II II J-BOLTS FOR MIN. 24" -TYP. II II II II II it II II II II ST IGHT COLUMN FRAME II B OND PER PLANS -TYP. II II II II II II �II II II II II II . II II II FOUNDATION PER S-2 -TYP. II ,.. A. WALL SECTION AT =1 f-0„ 0 PROJECT: SAVANNA CLUB STRUCTURAL PLANS SAINT LUCIE COUNTY, FLORIDA CIVIL - STRUCTURAL MARINE E N G I N E E RI N G CSM ENGINEERING, LLC 1 235 SE INDIAN STREET - SUITE 103 STUART, FLORIDA 34997 o: 772-220-4601 w: www.CSM-E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, I.I.C. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF GSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02014 NOTES &COMMENTS All DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24"X36' PLOTS 1 2 3 4 5 DESIGNED BY: DRAWN BY., CHECKED BY: PLOT DATE: 21-JuI-2014 X:\MASTER PLAN - SAVANNA CLUB SCALE: AS SHOWN PROJECT 1: 9'1- \CENS>, V' No.76910 Q '•, STATE OF TIIIIIT Y CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO, 76910 SHEET NAME .� BUILDING SECTIONS SHEET /: S-5.1 ;MCAL TO LINE UP R ALL FLOORS OUT -FILLED CELLS - DO PSI (TYPICAL) )TALL TEMPORARY COVER 0 CLEANOUT ILL 3/8' TO 1/2" WEEP HOLES IN EACH MPORARY CLEAN OUT COVER DRILL HOLES IOR TO INSTALLING COVERS. ESE HOLES ARE TO BE INSPECTED AS LLS ARE BEING PUMPED TO ENSURE LLS ARE FILLED COMPLETELY. 1/2" x 4 1/2" CUT SONRY INSPECTION CLEAN -OUT HOLE WELS TO JCH VERT. SPANDREL BEAM PER PLANS TOP BEAM PER PLANS #3 VERT. TIES AT MAX. 8" 8"x8" PRECAST LINTEL. g O.C. -TYP. a HIGH STRENGTH PRECAST FILL COLUMNS ANE LINTEL E— LINTEL W/REINFORCING AS REQD. SEE LINTEL SCHEDULE SOLID W/ GROUT 8"x8" FILLED CELL W ,1#5 OPENING PER PLANS VERT. (TYP.) TYPICAL DETAIL LINTEL ON COLUMN TYPICAL DETAIL LINTEL AT OPENING SCALE N.T.S. SCALE: N.T.S. 48"xBAR 4 OR MIN. 36 a M y, ti •24' O.C. AND 12" O.C. OVER OPENINGS 0 TOP VIEW CONCRETE TIE BEAM USE PREFAB TEE OR OVERLAP AND TIE HORIZONTAL JT. REINF. AT CORNERS 6" MIN. SPLICE HORIZ. JT. REINF. 8 CMU 8! PLACED AT EVERY EXTEND HORIZONTAL 2 ND. COURSE CMU IT REINF. 6" INTO CONTINUOUS HORIZ CONCRETE COL. AND BEND JT. REINF. THRU DOWN (TYP. CONC. COL.) MASONRY COLUMNS TYPICAL HORIZONTAL JOINT REIN NOTE: SEE GENERAL NOTES FOR MENT HORIZ. JT. REINF. (2) ADDED 15 FOR /3 S77RRUPS ® 6" O.C. REQUIRED EVERY 12" OF ADD- ® OPENINGS 5"-0" OR GREATER 1TIONAL BEAM DEPTH (TYP) & 24" ELSEWHERE POURED CONC. BEAM , PER PLAN V.LF. T.O.B. VARIES I I' 16" MIN. BEARINGG - BEAM POCKET = TYP. ® EA. SIDE OF OPENINGS 5 -O" WIDE OR GREATER = 2" CCEAR SOLID FILLED CMU OR CONC. COLUMN EA. SIDE OF DOOR OR WINDOW OPENING (Typ) 8" MIN. BEARING BEAM POCKET TYP. ® EA. SIDE OF OPENINGS LESS THAN 5 -O" WIDE TYP. DROPPED CONC. SPANDREL DETAIL Q CMU WALL SCALE N. T.S. #5 HORIZONTAL BAR TO HOOK INTO FILLED CELLS { 1 1 , PROJECT: SAVANNA CLUB STRUCTURAL PLANS SAINT LUCIE COUNTY, FLORIDA CIVIL - STRUCTURAL - MARINE E N GI N E E R I N G CSM ENGINEERING, LLC 1 235 SE INDIAN STREET • SUITE 103 STUART, FLORIDA 34997 o: 772-220-4601 w: www.CSM—E.net CERFIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE. NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02014 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24'X36" PLOTS 1 2 3 4 5 DESIGNED BY: DRAWN BY: CHECKED BY: PLOT DATE: 21-Jul-2014 X:\MASTER PLAN - SAVANNA CLUB SCALE AS SHOWN PROJECT 1: `\\\III III///, �.��\c DS RpF2.,� \ P V F Vim::'• ••.�� :1 No.76910 -_ STATE OF I-Ij- ORION l!1G. - ilt, I - CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: MISCELLANEOUS DETAILS SHEET 1: S-6 > MECHAMICAL SYMBOL LEGEND GENERAL NOTES: a DUCTWORK SYSTEM SYMBOLS SCHEDULE FOR 24"x24" CEILING SUPPLY DIFFUSER - REFRIGERANT PIPING NOTES * PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE JOB SITE TO THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING FIELD CONDITIONS AND PHYSICAL CONSTRAINTS ASSOCIATED WITH THE WORK TO BE ACCOMPLISHED UNDER THIS CONTRACT. * ALL WORK SHALL COMPLY WITH THE LATEST EDI11ON OF THE FOLLOWING CODES AND STANDARDS: FLORIDA MECHANICAL CODE 2010 ED, FLORIDA ENERGY CODE, NFPA-90A STANDARDS FOR THE INSTALLA110N 07 AIRCONDITIONING AND VENTILATING SYSTEMS, SMACNA DUCT CONSTRUCTION STANDARDS, ASHRAE 62.1 VERIFY FINAL LOCATIONS FOR ROUGH -INS WI1H FIELD MEASUREMENTS AND WITH REQUIREMENTS OF THE ACTUAL. EQUIPMENT TO BE INSTALLED. *COORDINATE THE CUTTING AND PATCHING OF BUILDING COMPONENTS TO ACCOMMODATE THE INSTALLATION OF HVAC EQUIPMENT AND MATERIALS. z w SYMBOL DESCRIPTION �/ SYMBOL 0 NECK FLEX CONNECTION CFM RAN FINISH REMARKS , " 1. REFRIGERANT PIPING SHALL BE TYPE "K OR L SOFT DRAWN COPPER TUBING WITH WROUGHT COPPER SOLDER TYPE FITTINGS SUITABLE FOR CONNECTION MATH SILVER SOLDER. 2. COOLING COIL DRIP PIPING SHALL BE TYPE "M' COPPER OR SCHEDULE 40 PVC. PROVIDE 4' DEEP TRAP. 3. PROVIDE ALL VALVES AND SPECIALTIES AS SHOWN BY THE DETAILS AND AS REQUIRED FOR A COMPLETE OPERATING REFRIGERATION SYSTEM. 4. VALVES AND SPECIALTIES SHALL BE AS FOLLOWS: A. GLOBE VALVES, FORGED BRASS, BACKSEATING TYPE 500 PSI ® M SUPPLY AIR DUCT SECTION (UP/DOWN) O ©j RETURN, OUTDOOR OR EXHAUST AIR DUCT SECTION (UP/DOWN) ® ©j OUTDOOR AIR DUCT SEC110N (UP/DOWN) ® ©j EXHAUST AIR DUCT SECTION (UP/DOWN) - RETURN, EXHAUST OR TRANSFER AIR FLOW SUPPLY AIR FLOW 4 WAY BLOW CDP-1 6" 6" 0 - 125 OFF-WHITE 0 CDP-2 8" e" 126 225 OFF-WHITE O O CDP-3 10" 10" 226 400 OFF-WHITE O O 2 WAY BLOW CDP-4 12" 12" 401 - Boo OFF-WHITE O O / Il-I "-'`• !I, QUADRANT SCHEDULE FOR 24"X24" CEILING RETURN DIFFUSER MD (] - MOTORIZED DAMPER B. CHECK VALVES, FORGED BRASS, * PROVIDE WEATHER PROTECTION FOR ALL EQUIPMENT AND MATERIALS SYMBOL 0 NECK FLEX CONNECTION CFM RANGE FINISH REMARKS VD I MANUAL VOLUME DAMPER L 500 PSI C. SOLENOID VALVES, FORGED BRASS, 400 PSI STORED ON SITE. * VENTILATION DUCTWORK SHALL BE SHEET METAL AND INSTALLED IN w FD >- FIRE DAMPER SD > � SMOKE DAMPER � AD ACCESS DOOR D. REFRIGERANT STRAINERS, BRASS, 350 PSI, 100 MESH STRAINER E. MOISTURE INDICATOR, FORGED BRASS, OPTICAL GLASS, 500 PSI F. FILTER DRYER, STEEL SHELL, REPLACEABLE FILTER L1ER DRYER 5. REFRIGERANT PIPING JOINTS: ACCORDANCE WI1H SMACNA. ALL O7NER DUCTWORK SHALL BE AS SHOWN ON THE PROJECT PLANS. DUCTWORK INSULATION SHALL COMPLY WITH THE FLORIDA ENERGY CODE. * REFER TO ELECTRICAL CEILING GRID 'LIGHTING PLAN FOR EXACT LOCATION AIR DISTRIBUTION DEVICES o RD-1 6" 6" 0 125 OFF-WHITE [�0---�j--Au�Rx- -- � RD-2 8" B. 126 ' 225 OFF-WHITE Qc - - - z RD-3 10" 10" 226 400 OFF-WHITE - ---- -- - O Fort Pierce Engineering, Inc. RD-4 12" 12" 401 600 OFF-WHITE - - - c- FLEXIBLE DUCT CONNECTION RD-5 14" 14" 601 900 OFF-WHITE OC ALL JOINTS SHALL BE MADE WITH SILVER SOLDER. THE PIPING SHALL BE CHARGED WITH DRY NITROGEN WHILE CONSTRUCTING * PROVIDE ALL DUCT TRANSITIONS REQUIRED TO CONNECT EQUIPMENT SHOWN TO DUCT SYSTEMS. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 RD-6 16" 16" 901 - 1250 OFF-WHITE OC----_...._.____._._...__..____._......-...,-...-._.,___..._. ..__. ELBOW MA1H TURNING VANES �./ Il !I SUPPLY DIFFUSER WITH 4-,YAY BLOW REMARKS: A. ALL SUPPLY DIFFUSERS SHALL BE 4-WAY BLOW UNLESS OTHERWISE SHOWN, METALAIRE 5000, OR EQUAL BY TITUS. B. DO NOT INSTALL DAMPER IN DIFFUSERS USE DAMPER AT FLEX TAKE -OFF TO BALANCE AIR FLOW. C. ALL RETURN DIFFUSERS SHALL BE METALAIRE RH, OR EQUAL IBY TITUS. THE STRAINER EOINS INSTALLED IN THE LIQUID UNE. A THREE WAY VALVE BY-PASS SHALL BE PROVIDED FOR THE STRAINER, AFTER THE REFRIGERANT PIPING HAS BEEN COMPLETED, THE REFRIGERANT SYSTEM PROVIDE DUCT MOUNTED SMOKE DF' OF ALL AIR HANDLING SYSTEMS 2000 CFM AN ON THE SUPPLY CFM AND GREATER. * PROVIDE AIR BALANCE TO QUAN111117S SHOWN ON THE PLANS. PROVIDE ALL VOLUME DAMPERS REQUIRED TO ACCCMPUSH AIR BALANCE. --SUBMIT BALANCE/ REPORT FOR REVIEW Ameat) i SPLIT SYSTEM EQUIPMENT SCHEDULE SUPPLY DIFFUSER WITH 2-WAY BLOW SHALL BE PRESSURE TESTED WITH NITROGEN AT A PRESSURE OF 300 PSI (HIGH SIDE) AND 150 PSI (LOW SIDE). WHILE THE SYSTEM IS BEING PRESSURE * SYSTEM TEST & BALANCE REPORT 70 BE INCLUDED WITH INSTALLATION PROVIDE REPORT TO OWNER AND ENGNEER FOR REVIEW INSTALLATION WILL NOT BE CONSIDERED COMPLETE WITHOUT T&B REPORT AIR HANDLERS SUPPLY DIFFUSER WITH QUADRANT BLOCK TESTED, AN ELECTRONIC LEAK DETECTOR SHALL BE USED TO CHECK FOR LEAKS. PRESSURE SHALL BE MAINTAINED ON THE SYSTEM FOR A MINIMUM OF 12 HOURS. FIBRE DUCT INSTALLATION DETAILS DESIGNATION AH -I AHU-2 & 3 AHU-4 AHU-5 ~- SD - SIDEWALL DIFFUSER Q RETURN, TRANSFER OR EXHAUST GRILLE OR REGISTER ❑ ® EXHAUST FAN ROUND CEILING DIFFUSER LINEAR DIFFUSER CDP-I AIR DEVICE, TYPE AND CAPACITY 100 SQUARE TO ROUND TRANSITION EXISTING DUCTWORK 0R EQUIPMENT TO REMAIN DUCTWORK OR EQUIPMENT 70 BE REMOVED NEW DUCTWORK OR EQUIPMENT ROOF CENTRIFUGAL FAN, EXHAUST o ROOF CENTRIFUGAL FAN, SUPPLY O THE SYSTEM SHALL THEN BE: EVACUATED TO 2.0 MM MERCURY AND THEN CHARGED AND MADE READY FOR INSULATION. 8. PIPING EXPANSION AND VIBRATION ELIMINATION: PROVIDE REFRIGERANT TYPE FLEXIBLE CONNECTIONS AT THE AIR HANDLER AND AT THE CONDENSING UNIT. THE CONNECTORS SHALL BE AT LEAST 12" IN LENGTH AND SHALL BE LOCATED TO EFFECTIVELY CONTROL VIBRATION AND TO ALLOW FOR CHANGES IN PIPE LENGTH. 315 South 7th Street tort Pierce, FL. 34950 Phone:72672-4637 Fax: 772 672-4637 �+ DUCT CONSTRUCTION NOTES 1.0 ALL DUCT WORK, DUCT FITTINGS, )UCT FLEXIBLE AND A MINIMBLE DUET SHALL A CONSTRUCTED ANDCONINSTALLEDONS,, AND INSTALLED, AS A MINIMUM, D ACCORDANCE AND WITH THE STANDARDS AND RECOMMENDATIONS OF "SMACNA" LATEST PUBLICATIONS AND STANDARDS. 2.0 ALL DUCT WORK SHALL BE CONSTRUCTED OF 1-1/2" FIBRE BOARD EXCEPT EXHAUST DUCTS WHICH SHALL BE SHEET METAL FIBRE DUCTS SHALL BE CONSTRUCTED WITH 1-1/2" BOARD WITH ANTI -FUNGAL INTERIOR COATNG. 3.0 DUCT HANGERS AND SUPPORTS SHALL COMPLY WITH "SMACNA" STANDARDS IN GENERAL, HOWEVER, DUCT STRAPS SHALL BE USED UP TO 48" IN HORIZONTAL DIMENSION (OR ROUND). DUCTS GREATER TiAN 48" SHALL BE SUPPORTED WITH TRAPEZE HANGERS AND STEEL RODS. 4.0 ALL, DUCTS SHALL BE OF THE SIZE: AND SHAPE AS SHOWN BY CONTRACT DOCUMENTS 5.0 ALL FLEXIBLE DUCTS SHALL COMPLY W1"M UL 181. FLEX DUCTS SHALL NOT BE GREATER IN LENGTH THAN 10°. WHERE LENGTHS GREATER THAN 10' ARE: SHOWN ON THE PLANS INSTALL ROUND SHEET METAL TO WITHIN 10' OF THE DEVICE BEING SERVED. 6.0 SHEET METAL TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY AND RETURN RECTANGULAR DUCT MATH ANGLES GREATER THAN 30DEG . MANUFACTURER PROTOTYPE MODEL YORK AHE48D3XH21 YORK NC09000OB6AAA2 YORK NC09000OB6AAA2 YORK NC09000OB6AAA2 WEIGHT (POUNDS) 15 524 524 524 W Z W U > "' F TO 0 L`' H W E W a - o too a W c oINSULATED z z a w c < 0)EXISTING 04 TO N NUM. TONS 4 7.5 7.5 7.5 SYSTEM CAPACITY (BTU/HR) TOTAL / SENSIBLE 44,000 / 28,�00 88,400 / 65,000 89,400 / 64,000 88,600 / 60,300 TOTAL AIR FLOW (CFM) 1,4C 0 2,700 2,700 2,400 OUTDOOR AIR FLOW (CFM) 25 300 400 400 PIPE INSULATION NOTESco EXTERNAL STATIC PRESSURE 0.811 0.8" 0.8" 0.8" 1. THE REFRIGERANT SUC11ON LINES SHALL BE INSULATED WITH 1" THICK "ARMOFLEX", OR EQUAL THE SUCTION LINE SHALL BE IN ITS ENTIRETY INCLUDING VALVES AND SPECIALTIES. VALVES AND SPECIALTIES THAT REQUIRE ACCESS SHALL HAVE SPECIAL REMOVABLE COVERS. 2. ALL INSULATION SHALL BE VAPOR SEALED AND BUTT JOINTS OF "ARMOFLEX" SHALL BE TAPED TO PREVENT INTRUSION AT THE JOINT. 3. SADDLES SHALL BE USED AT ALL PIPE HANGERS TO PREVENT COMPRESSION OF THE INSULATION. COIL EAT'F db/wb COIL LAT'F db/wb 77.9 59.0 / 55.9 76. / 64.7 54.5 / 53.7 77.4 / 65.4 55.2 / 54.3 77.9 / 65.9 54.6 / 53.7 FAN MOTOR HP 3/4 .P. 1.5 H.P. 1.5 H.P. 1.5 H.P. HEATER, KW STAGES 5.8KW / I o 208V 12KW / 2 0 208V 12KW / 2 0 208V 12KW / 2 0 208V ELEC-VOLTS/PHASE/MCA/MOCP 208 / 1 / 42.2 / 45 208 / 3 / 47.9 / 50 208 / 3 / 47.9 / 50 208 / 3 / 47.9 / 50 CONDENSING UNITS (R-410A) DESIGNATION CU-1 CU-2 8 3 CU-4 CU-5 I� ELECTRIC DUCT HEATER UNDERCUT 7.0 DUCTWORK PENETRATING FIRE RAZED WALLS SHALL BE EQUIPPED WITH FIRE DAMPERS. NO OPENINGS WITHIN 5' ON EITHER SIDE OF THE FIRE RATED WALL. DUCTWORK ON EACH SIDE OF A FIRE RATED WALL (5; SHALL BE A MINIMUM OF 26 GA. SHEET METAL. 8 .0 ALL DUCT DIMENSIONS SHOWN ARIi CLEAR INSIDE DIMENSIONS DUCT INSULATION NOTES 1.0 ALL INSULATION SHALL COMPLY MI'H THE 'FLORIDA ENERGY CODE" LATEST EDITION. 2.0 FLEXIBLE DUCTS SHALL BE OF THE LOW PRESSURE FACTORY FABRICATED TYPE CONSISTING 01 A ZINC COATED SPRING STEEL HELIX NON-PEFORATED INNER LINING AND 1-1/2" THICK FIBERGLASS INSULATION WITH METAUZED MYLAR VAPOR BARRIER. 3.0 ALL INSULATION SHALL HAVE A MAXIMUM FLAME SPREAD/ SMOKE DEVELOPED RATING OF 25/50 4.0 DUCT SUPPORT HANGERS SHALL F'ASS AROUND THE OUTSIDE OF THE INSULATION USING ES OR SADDLES SO AS NOT TO COMPRESS THE INSULATION o U pa :5 U Z B Z Z w Q (D > < ° � a a w m > W O w U a 0 o m J a U v m Ld - rn Of 0 a m MANUFACTURER PROTOTYPE MODEL YORK YCJF48S41S2E YORK YC09000OA2AAA2 YORK YC09000OA2AAA2 YORK YC09000OA2AAA2 ELECTRICAL CONNECTION NOTES PIPE SIZE, SUCTION/LIQUID, IN.7/8" 8 1 1/8" / 5/8" CONTROL SYMBOLS 1. COORDINATE POWER WIRING AND CONDUIT FROM PANEL THRU FUSED DISCONNECT TO UNIT WITH ELECTRICAL 2. COORDINATE THE FUSED DISCONNECTS WITH ELECTRICAL MAKE FINAL CONNECTIONS TO AIR 3. HANDLING UNIT WITH "GREENFIELD". MAKE FINAL CONNECTION TO CONDENSING UNIT WITH UV RESISTANT "UQUIDTITE". FINAL CONNEC110NS SHALL BE A MINIMUM OF 3 FT. 4. ALL WIRING SHALL BE COPPER. SEE ELECTRICAL DRAWINGS FOR WIRE SIZE. 5. CONTROL WIRING SHALL BE RUN IN CONDUIT. 6. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROL WRING. 7. AIR HANDLING UNIT SHALL BE PROVIDED WITH SINGLE POINT OF ELECTRIC ENTRY. 8, MOTOR MECHANICAL OVIDE STARTERANDTOR SHALL HEATER CONTACTORS IN CONTROL PANEL ELEC-VOLTS/PHASE/MCA/MOCP 208 / 1 / 6.3 / 45 208 / 3 / 35-5 / 45 208 / 3 / 35.5 / 45 208 / 3 / 35.5 / 45 THERMOSTAT - 5'-0" A.F.F. MOUNTING HEIGHT HUMIDISTAT - 5'-0" A.F.F. MOUNTING HEIGHT r �- TEMPERATURE SENSOR ©-- STATIC PRESSURE SENSOR ® DUCT SMOKE DETECTOR fVD VOLUME DAMPER /AD AUTO DAMPER NOTES: 1. AIR HANDLER T CONDENSING UNIT SAME MANUFACTURER. 2. ALL EQUIPMENT TO COMPLY WITH FLORIDA ENERGY 3. EQUIPMENT MANUFACTURER LISTED IS USED 4. CONDENSING COILS TO HAVE "ULTRA -GUARD" 5. PROVIDE FREEZE STAT ON INDOOR COILS. 6. AHU 2 THRU 5 SHALL BE PROVIDED WITH MANUFACTURER'S 7. PROVIDE PROGRAMMABLE THERMOSTATS WITH 8. INSTALL CORROSION "GRENADE" ON SUCTION CODE. AS THE BASIS OF DESIGN 8, IS NOT INTENDED TO LIMIT COMPETITION. COATING. PLENUM SUPPORT BASE FOR VERTICAL BOTTOM RETURN INTEGRAL HUMIDISTAT FOR "COOLING FOR DEHUMIDIFICATION." LINEAT EACH COMPRESSOR. ENGINEER SEAL aj°1eSVO +gr es �e?g�G ?:r�� 6'p °°s� ���`�@ ••' GE.0��,r� No Ogg a � y ; ATE OF r W ��tc�e1�j,�+`� B"O®Sp6pNALp��C®,�a>` Eric J. Svoboda, PE HVAC PIPING LEGEND P.E. No. 60982 -CWR- CONDENSER WATER RETURN -CWS- A SUPPLY EXHAUST FAN SCHEDULE _ MECHANICAL DR��;WING INDEX THESE ENED�E Ik ARTE"TNTHE COSEPTS AND NRBEBT°N P asrzam ax �wMT PTEM ErNTER NC FW "CH THEY VEAE FfffPAZ RuM ON IWROER KUMCE ON MSE BNGNNTS WTMIT VR77N AUTHORIZATION AND ADAPTATION BY RJU PIERCE EN° Iffi, INC. SHALL BE """"NG"°LL'T"T°T"S""`°`RI EE. `�T PIERCEEALAEERTNG, T NS RAMS RESERVE°. SYMBOL DESCRIPTION SHEET • DESCRIPTION ISSUED -CHWS- CHILLED WATER SUPPLY EF-I GREENHECK SP-B70, 50 CFM W/ BACKDRAFT DAMPER - CONNECT TO LIGHT SWITCH. 120V-1e, 0.53A M-1 HVAC GENERAL NOTES, SYMBOLS 8 SCHEDULES YES ' SHEET TITLE -CHWR- CHILLED WATER RETURN M-2.1 M-2.2 MECHANICAL HVAC PLAN KITCHEN HOOD DETAILS YES YES H'VAO GENERAL NOTES, SYMBOLS & SCHEDULES EF-2 GREENHECK SP-B90, 75 CFM W/ BACKDRAFT DAMPER - CONNECT TO LIGHT SWITCH. 120V-10, 0.65A EF-3 GREENHECK H-GB-081-4, 350 CFM W/ BACKDRAFT DAMPER - CONNECT TO MOTION SENSOR. HURRICANE RATED -ROOF MOUNTED. I/4 HP 120V-1e. -HWR- HOT WATER RETURN M-3.2 MECHANICAL HVAC DETAILS YES ISSUE DATE: 04-24-2014 - - - - - REFRIGERANT PIPING -- C1) -- CONDENSATE DRAIN FROM COOLING COIL DRAWN: EJ$ APPROVED: EJS -�-- - DOMESTIC COLD WATER DRAWING NUMBER] - G --- GAS PIPING OA ��1 NOTE: SOME NOTE & SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. SHEET I of 5 13006-04 i a 1 400 CFM 400 CFM o \ f I` GENERAL NOTES. MRM �W: Q l® ® o ii I. ROUTE REFRIGERANT LINES FROM EACH AHU UP ABOVE CEILING, THEN DOWN p i N-- RYf-771 �«_ l ��\\\\\ :' : e � e">, IN EXTERIOR WALL TO RESPECTIVE CU. 2R I 2. ROUTE I" CONDENSATE DRAIN LINE I -ROM AHU-I, a I " CONDENSATE DRAIN N 22x14 24x16 ' C - + � - - ABOVE GROUND IN \ - 0 I LINE FROM AHU 2 THRU 5 BELOW F'' OOR TERMINATE ABO " 3. PROVIDE MOTORIZED DAMPER IN EACH O.A. 10 GREEN SPACE. COORDINATE WITH IMG CONTRACTOR > � w 15O;.CFM 225 CFM._.. 225 CFM 200 CFM 150 CFM " 4 ` INTAKE. DAMPER SHALL OPEN TO �G Y ^. jF2t7; 26x16 p L p o oaou o 00 . CDP-3 @ CDP-2 SET VOLUME POSITION WHEN RESPECTIVE SYSTEM CYCLES ON, CLOSE WHEN 20 CDP-3:.. t 0 \O\m\\\\\\\\gw\q\w\ \\\ \\\o\ :, S 0 AHU-5 OFF. X 8 0 10"0 10"0 1t �$ 0 8 0 1: - . (' 4. LOCATE FILTERS AT BASE OF EACH AHU - NO FILTERS IN RETURN GRILLS. RD-2 12 RD-2 a 20x14 i 225 CFM - -M 8"0 800 00 CFM V� CDP±-2 5. COORDINATE EXACT AIR DEVICE LOCATIONS WITH LIGHTING LAYOUT. RD 2 RD-4 CDP-2 2404 U M a' lu PI/ iC Z 2 RD-4 RD-3 4 RD,3 a 10 CFM' 300 \12"0 1000 \ p A 12x12 10........:: 3 R.G. F j \ t 26x164 \\\\\\\\ \ _ �7 �0 ti SL 4 j it \ 3 �5 -2 � 24 10 200 CFM \ j...:.. '3 I, CDP 2 0 X o CDP-2 Y '.. i?._ p\\\\\\\\\\\\\\\\\\ \\ \\\\\mm\\\\� a•4 X \ 6 z a, 200 CFM 8"0 RD-2 RD-2 200 CFM �' 0 0 16 , KEY NOTES: _ i0 p q MOF 6p e e CDP 2� � CDP 2 v ✓s1 c�NB i p \ 8 0 _.._.. a e �6 LJ PROVIDE 14 xI4 TRANSFER LOUVER' LOW IN DOOP. Fort Pierce a",a a a 1 1 (2)RD-4 ( Engineering, Inc. \\\\\\\\ \\\ 12 0 ZO 4 e EXHAUST UP TO ROOF JACK. \ \ I Dependable & Plumbing Design Electrical S STORAGE iJ\i2 3 6'e EXHAUST UP TO ROOF JACK.c.n. N ,. zs 7s 175 CFM 24x16 12"xl2' EXHAUST GRILL WITH 9'x9' EXHAUST UP TO ROOF MOUNTED FANO i ` °\\`\ 24x24 R.G. �\\\\\\\\\\\\\\\\\\\\\\\o\\\ o\a\\\\a\a\\o\\\\\\\\\\\\ \\\\\ \\\� /% f' 200 CFM 200 CFM 17 EFLI CgP�2 \\\ 200 CFM 200 CFM 200 CFM 50 CFM CDF'`\` _ CnP-9 CDP-2 _9 ___ _ P�o_� a a cn n SEE KITCHEN HOOD DETAILS ON SHEET M-2.2. a 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax:772 672-4637 8• �— O HOOD #1 EXHAUST 4'-0" i 22" - =o 94" 24" 14" 7" 10'° 10" 1'— 2- SUPPLY 34" PPLY EXHAUST I$ 120" 10,-0" 135 11'--3" PLAN VIE SCALE: 1/2" = 1'-0' „. .. 4.. 1 ' a a Q Y U U. L. FILL VIH[118803 HOOD SCHEDULE V LE �] MECHANICAL @HOOD GAS VALVE _ _ T #_ MFG. MODEL # LENGTH TYPE EXHAUST COLLAR vELociTv THRu LIGHTS FILTERS EX UST MATERIAL WGT UTLITY CABINET SWITCHES (1)WHDR-260 CYLINDER SIZE S.P. CFM FILTERs EXHAUST FILTERS Q Y TYPE QTY H X W TYPE SIZE LOCATION HOOD LIGHT -- FIRE CABINET 1 HOOD C—NDF-1204825114 DEPOT 10'-0" TYPE 1 22" x 10" 5/8" 2300 HOOD 14,38 SQFT 160 FPM 4 INCANDESCENT (6) 20" X 20" S/S 430 S/S, 300 „ 15 RIGHT ON HOOD ON 'HOOD „ W/ACCESS DOOR EXPOSED ` LBS CABINET CABINET o I � CONTROL PANEL SWITCH PANEL 1 LIGHT, 1 FAN MUA PLENUM SCHEDULE PLENUM # HOOD # LENGTH WIDTH SUPPLY COLLAR AREA OF MUA PERF VELOCITY THRU MUA PERF WGT I SIZE I S.P. I CFM 1 #1 11'-3" 14" (2) 24" x 10" 1 1/4" 1 1840 1 13.1 SQFT 140 FPM 95 LBS FAN SCHEDULE HOOD # FANS MFG. MODEL # I CFM I S.P. I HP VOLTAGE RPM AMPS WGT #1 �F-1- JENCO TXB-1�82�300�E7Y�:::=3/�411�1 5/1@ -950 138 120LBS #2 K F-1' JENCO KSF-1 5 LBS 34°° Our-PLYY�qR i-37J5'--i PY i0.TlP£ NVISFA /Y ' 41N CIFMNICE IEOb 15" 1'-3" TOP O H OD CLEARANCE SCAEE: NUTS. 22/10 2300 CFM' 24/10 EXHAUST 24/10 r- — — — — — — — — — — — — — � 920 CFM 920 CFM SUPPLY SUPPLY _ I_ AIR BALANCE SCHEDULE EX CFM I SUPPLY CFM AIR EXHAUSTED FROM HOODS za9D AIR SUPPLIED TO HOODS teao TOTAL AIR VOLUME zaoD teaD Box II I 11 t/16" S/S CABLE IN 1/2" EMT--1 I i TO MECHANICAL GAS VALVE I /16S/S CABLE IN 1/2" EMT U.L. IN, USE CORNER PULLEYS AT ALL I LIGHT ADP HOOD #1 `r TO REMOTE PULL, USE Aso aso° CHANGE OF DIRECTIONS I CORNER PULLEYS AT ALL 25" KIDDE CHANGE OF DIRECTIONS BAFFLE WHDR WHDR-260 CYLINDER R 11 R R De I GREASE WITH C 6" N IN 80" 6' 8" 'MIMI* 120" 15" 1 1 PER NF SWITCH PANEL 10'— 1'— 3" 1 LIGHT, 1 FAN 6" MIN I REMOTE PULL STATION INSTALLED 0 48" A.F.F. ALONG PATH OF EGRESS PART# 875572 @88D 88D 88D Os)ID OSID i I — o 0 GAS VAL'E FIELD ---- ----- Irifl Vrg- A Kin CONNECT DOUBLE DECK 10 BURNER CONVECTION OVEN RANGE 40"X36" 60"X28" TO SIBLE LINKS AND 3 8"OSCHD. 40 BLACK REM TE PULL STATION FRONT ELEVATION IRON SUPPLY LINE 0 GAS VALVE CONTROL PANEL &DOUBLE MICROSWITCH PROVIDED BY VENT PLUG HOOD DEPOT. CONTROL PANEL PRE -WIRED TO LIGHT SCALE: 1/2" = 1°-0" SWITCH, HOOD SWITCH, AND 1 POLE OF FIRE SYSTEM MICROSWITCH. THE CONTROL PANEL IS PRE -WIRED TO 1/4' ❑D COPPER TUBE SHUTDOWN MUA AND TURN ON EXHAUST IN OF e FIRE. 0 ALL OTHER CONNECTIONS ECTIONS ARE TO BE MADE BY I D D E \ 1) • � � O OTHERS, THERE IS FIR NO/NC ALARM MICROACTIVATION. AVAILABLE � IN THE J-BOX FOR FIRE ALARM ACTIVATION., FOR OTHER SYSTEM C CONY OL REQUIREMENTS SUCH AS THE SHUTDOWN .OFELECTRIC FIRE V f V WHDR-260 CYLINDER BOX CONTROL APPLIANCES AND .RECEPTACLES UNDER HOOD, GAS PANEL SOLENOID ACTIVATION; AND ANY OTHER REQUIREMENTS BY !f NATIONAL, STATE, OR LOCAL AUTHORITIES HAVING r^ HOOD SIZE: � O '/� T H9 X Z M JURISICTION USE TERMINALS NC AND N0 AS REQUIRED. NC/NO HAVE 115V/1PHASE AND ARE ACTIVATED UPON `FIRE SYSTEM ACTUATION.KIDDE WHDR SCHEDULE FIRE BI EINOTE: IF THERE IS NO BUILDING ALARM IT MAY BE REQUIRED TO PROVIDE A HORN TO BE SOUNDED HOOD & LI HT WI UPON FIRE SYSTEM ACTUATION. CONTACT YOUR LENGTH OF DUCT SPECIAL NOTES TCH E I MUN CIPALITY FOR THEIR REQUIREMENTS. APPLICATION P COVERAGE IN s GE PER NOZZLE `k(�"`,'p' FOR COVERAGE. I. NOZZLE f.. No.A2P (2) ADP Duct 100" PERIMETER UNLIMITED (2) ADP nozzles req.d 1 2 NOZZLE APPLICATION COVERAGE NOZZLE HET) (In InohFes) SPECIAL NOTES FOR COVERAGE p INS No. F.P. ADP Plenum 10' x 4' N/A "V" Bonk or Sin le 1 2 2 NOZZLE APPLICATION COVERAGE NOZZLE HEIGHT LIMKNGON FROM SPECIAL NOTES FLOW PfINCOOSNo. 1 R ACE FOR COVERAGE F.P. R Range 28" x 28" 20" min/42" max 9" radius from midpoint 1 3 3 TOTAL FLOW POINTSMFG: KIDDE—FENWALL GENERAL NOTES MAXIMUM FLOW POINTS: For piping allowances and balances WHDR125: 4 Flow Points UL300 refer to KIDDE-FENWALL Technical WHDR260: 8 Flow Points Manual-U.L. File EX3559. WHDR400: 12 Flow Points The System installation shall conform WHDR600: 18 Flow Points to the requirements of NFPA#17A & 96 DUAL WHDR400: 24 Flow Points (manifolded) and all applicable State and Local Codes. )C EMPERATUR DUCT TEMPERATURE SENSOR TEMPERATURE SE SOR TO BE PLACED IN THE GREASE EX UST TO TO ACTIVATE THE EXHAUST HOD SYSTEM PER FLORIDA MECHANICAL COD 507.2.1.1 OPERATION. WHICH STATES 1YPI I HOOD SYSTEMS SHALL BE DESIGNED AND INSTALLED TO AUTOMATICALLY AC FIVATE THE EXHAUST FAN WHENEVER COOK( G OPERATIONS OCCUR. THE ACTIVATION OF THE EXHAUST FAN SHALL OCCUR THROUGH N INTERLOCK WITH THE COOKINGAPPLIAN ES, BY MEANS OF HEAT SENSORS OR MEANS OF OTHER APPROVED METHODS. TO SENSOR RELAY IN THE HOOD DEPOT — CONTROL PANEL STEEL • 28.25% 27,25' �\T � I 27 � ?1 21, 21.75' T 16, TXB-18 EXHAUST FAN DETAIL KSF-10 SUPPLY FAN DETAIL N.T.S. N.T.S. GENERAL NOTES: 1. UL RANGE HOOD: MATERIAL: 18 GAUGE STAINLESS STEEL CONSTRUCTION ON EXPOSED SURFACES 18 GA. GALV. ON EXH. PLENUM ALL CONTINUOUS EXTERNAL LIQUID TIGHT WELDS, POLISHED. 315,South 7th Street FILTERS UL CLASSIFIED BAFFLE TYPE. SET IN HOOD ® 45 DEGREE ANGLE, INCANDESCENT Fort hne: 7 67 - 34950 SCE LIGHT FIXTURES UL LI STED FOR USE 1N COMMERCIAL0 COOKING ' HOODS . PFax: 72 72-4 636 GREASE TRAY 4 A BELOW FILTERS WITH REMOVABLE GREASE CONTAINER, LIQUID VOLUME ; - LESS THAN 1 QUART. ALL 1N COMPLIANCE WITH NFPA #96 AND LOCAL BUILDING CODES. Fax:772672-4637 2. RANGE HOOD EXHAUST FAN: AS SPECIFIED ON DRAWING AND CONFORMING TO SMOKE AND GREASE - LADEN VAPOR REMOVAL UL LISTED SUBJECT BULLETIN 762 YZHW. 3. RANGE HOOD SUPPLY FAN: AS SPECIFIED ON DRAWINGS AND CONFORMING TO A NATIONAL TESTING AUTHORITY FOR PERFORMANCE CERTIFICATION. TO BE LOCATED A MINIMUM OF 10'-0" FROM ANY TO EXHAUST FAN, PLUMBING VENT AND FLUE STACKS. w 4. ELECTRICAL: ELECTRICAL HOOK UP AND EQUIPMENT SUCH AS MOTOR STARTERS, SWITCHES, o' CONTROLS AND COMPONENTS OTHER THAN WHAT IS SPECIFICALLY MENTIONED ON ' DRAWINGS IS BY OTHERS. w Q` U 0 B. FIRE SUPPRESSION SYSTEM: o` FIRE SUPPRESSION SYSTEM PREPIPED IN FACTORY. FINAL CONNECTIONS TO BE MADE IN z-0 FIELD. a W ~ � x if6. EQUIPMENT SCREENING: W w o < rn ALL ROOF EQUIPMENT TO BE CONCEALED FROM PUBLIC VIEW, IF REQUIRED, IS TO BE _j u N Go M FURNISHED BY OWNER/G.C."UNDER SEPARATE PERMIT. W 7. COMPLIANCE: U SYSTEM TO BE MANUFACTURED AND INSTALLED IN STRICT ACCORDANCE WITH NFPA #96, >I LOCAL FIRE PREVENTION BUREAU MECH. AND HEALTH DEPT. STANDARDS REQUIREMENTS BY ELECTRICAL CONTRACTOR' 1. WIRE EACH FAN CIRCUIT FROM CIRCUIT BREAKER TO LINE SIDE OF CONTACTOR IN C a CONTROL PANEL U w ° 2. WIRE EACH FAN FROM LOAD SIDE OF CONTACTOR IN CONTROL PANEL TO FAN DISCONNECT >- IT SWITCHES ON FAN. DISCONNECT SWITCHES PROVIDED ON FANS. r7 0-1w SCALE: 1/2" = 1'-0" 3. WIRE A 120V.20 AMP CIRCUIT TO TERMINALS L AND N-IN CONTROL PANEL. Lu 4. WIRE FROM CONTROL PANEL TERMINALS NO AND N TO HORN/STROBE DEVICE 1N KITCHEN. U o _j ui 120V HORN/STROBE DEVICE TO BE PROVIDED BY ELECTRICAL CONTACTOR: Z Q a 5. WIRE FROM CONTROL PANEL TERMINALS NO AND N TO SHUNT TRIP BREAKERS IN CIRCUIT 0 a BREAKER PANEL. ALL ELECTRIC RECEPTACLES OR HARDWIRED APPLIANCES UNDER THE HOOD U 0 d a Fort Pierce Engineering, Inc. Dependable Mechanical Electrical & Plumbing Design C.A. No. 28173 CONTROL nPTIDNS FIELD WIRING EMER. NOD➢ SWITCH L16W SWITCH _ FACTaRY WIRING — A ELECTRICAL INSTALLER IS REQUIRED TO PROVIDE AND MONNTED AN➢ MOUNTED AND INSTALL APPROVED MEANS OF WIRE➢ IN PANEL WIRED IN PANEL WIRED FDR IB• X ig % 6' TYPE I DISCONNECT gWED ELECTRICAL ENCLOSURE B. ALL OUTPUTS TERMINAL Y EM N "Tp Y OR N =1G BLOCKS WE 120V ONLY OV EXHAUST CIRCUIT 14 1 PHASE • EFI S➢D AMP BREAKER _ 4-93 SUPPLY CIRCUIT 115V t PHASE • SF-1 30A AMP BREAKER Now 1, FOIE SYSTEM IF PANEL IS REMOTE MOUNTED, OR FIRE SYSTEM WIRES FIELD STBE LD RER MICRO SNITCH SNITCH ISFIE MUST MOUNTED FIELD N MICR CONTACTS WHEN SYSTEM R SET way a FIRE .SYSTEM -am SWC,, EXHAUST FAN CONTINUES TO RUN WIDER .�. FIRE CONDITION EVEN WITH HOOD SNITCH O OFF �mN q ADTE 3 NC (NORMALLY CLOSED) TO BE USED FOR APPLIANCE COWACTat$, NOMALLY OPEN) TD BE USED FOR NDRNS, STROBES, SIUMT TRIPS, ETC. ffl3(j) J SEE NOTE ti ND SEE NOTE s a j�TD MUDD 1W FROM H® SVaCM m 5 0) 15 MDA MT. LIGHTS L L � —'l S m N N m m nam wuRm— J^� (D N H IN m N (D NEUTM ,CONTROL CIRCUIT m L IeDV (PHASE INPUT POWER LLJ L CD SHOT-15 AMP BREAKER GROUND TO II G PRNFL m G GROUND 3 COIL- DwR "� RELAY MOUNTED WITH PLTD FIRE ON TEMP SETPOINi COILy WE t ADJUSTABLE FROM INSIDE COtl RELAY( Not 2 THE CONTROL BOX. NCI HWD DEPOT TENPEDANRE 7 S DRILY_ SFNSOR JSO a CpILi SENSOR 9_ c➢xR Are FIRE RELAY - RcmL. RELAY2 NLe DUCT SENSOR FIELD Cold f✓m NCI MOUNTED AND WIRED TS2 Q .n M111[ SAVANNA DATE MVN Ev RVB Sln1 NOTE WM/18INSIDE IIAC ACTUAL ACTUAL CONTROL PANEL LINE LIRE, DCONTR LINE EL ENCLOSURE, EVERYTHING OUTSIDE OF LINE IS WIRED FROM OUTSIDE OF CONTROL PANEL. H000 DEPOT OR FEEDING EQUIPMENT UNDER THE HOOD NEED TO SHUT DOWN UPON FIRE SYSTEM Q ACTIVATION. SHUNT TRIP BREAKERS PROVIDED BY ELECTRICAL CONTRACTOR. 'FIRE w 6. ALARM CONNECTIONS -IF AFIRE ALARM IS PRESENT IT NEEDS TO BE CONNECTED O o 0) M TO'A SPARE MICRO SWITCH WE HAVE AT THE FIRE SYSTEM CONTROL HEAD. IF AN ALARM IS a m 0 PRESENT A HORN/STROBE DEVICE IS NOT REQUIRED. O 7, IF ANY OTHER NEW OR EXISTING HOOD SYSTEMS ARE WITHIN THE SAME ROOM' AS EACH ` ENGINEER SEAL OTHER AND THEY OPERATE INDIVIDUALLY ALL SUPPLY FANS MUST SHUT DOWN UPON ANY OF THE FIRE SYSTEM ACTIVATIONS. THIS CAN BE ACCOMPLISHED THROUGH SHUNT TRIP BREAKERS OR A SPARE SET OF CONTACTS WE HAVE ON OUR 'FIRE RELAY" IN OUR CONTROL PANEL. aaaaeunq'� CONTACT THE FACTORY FOR YOUR SPECIFIC SCENARIO. asata �G,., , .., ep sew 8. HEAT SENSORS NEED TO BE WIRED FROM EACH HOOD COLLAR TO THE CONTROL PANEL a*s a+t491 : �GEIV `"•.O TERMINALS 4 AND 5. WHEN THERE ARE 'MULTIPLE HEAT SENSORS THEY NEED TO BE WIRED IN PARALLEL. .`.'• No 2 9. LIGHTS ARE PRE WIRED ON TOP OF EACH HOOD TO A SINGLE JUNCTION BOX. JUMPERS _ *. NEED TO BE AN PROVIDED 0 D INSTALLED IN BETWEEN HOOD SECTIONS AND FROM THE NEAREST' *' ` HOOD TO THE CONTROL PANEL AND WIRE TO TERMINALS 14 AND 15. 10. WHEN THERE IS NOT A FIRE CABINET BUILT INTO OUR HOOD THE MICRO SWITCH MUST BE TAVE OF WIRED FROM THE FIRE SYSTEM CONTROL BOX TO OUR CONTROL PANEL. THE COM WIRE (BLUE) . t` '• GOES TO TERMINAL C IN OUR PANEL, THE NORMALLY CLOSED WIRE (YELLOW) GOES TO 01FS °4 R:.• 1���a IN OUR PANEL' AND THE NORMALLY OPEN WIRE (BROWN) GOES TO TERMINAL 3 0h9AL� �aa IN OUR CONC NTROL Df Eric J. Svobodo, PE P E No 60982 THESE DOCUMENTS, ALOE WITH THE CONCEPTS AN➢ M DES PRESENTED IERED! NE IgEIOED ONLY FOR THE SPECIFIC WHICH THEY WERE PREPARED ff FONT POSSE IMPROPEQ OB BOO n VgS1 DOC ENTSIRCUT REUSE d BPRa'E➢. REAND THESE ADAPTATION BY NITWIT VDUC gT1IXI K. SMALL AND WITHOUT LIABILITY BY FORT FORCE AMEPMRIC DIC. SHLL BE WITHOUT LINEE i0 iK SATE S RE(HTmEDH, FORT PIERCE ENQIEEWAS, B!C ALL RUNTS RESERVED SHEET TITLE HOOD DETAILS ISSUE DATE: 04-24-2014 710 SOUTH POWERLINE ROAD CHIEF ENGINEER EIEBEACH, FL. 33442 4WXBRAND, DRAWN: EJS EMAILHOODDEPOrVAOL.COM002-8730 uGra. E #. 72500 REVISIONS APPROVED: EJS NUMBER DESCRIPTION �„�. FORT PIERCE ENGI INC.315 SOUTH 7TH ST FOONG, E, ` FL DRAWING NUMBER t7VANNA CLU 8630 S FEDERAL H WY P.S.L. FL 3 M-2w2 SCALE DRAWN BN CHECK BY• DAT NOTED M.C. 77TLEi SHEET 3 OF 5 HOOD DETAIL DRAWING 1 OF 1 13006-04 1 1/2" STRAPS _ a TO STRUCTURE U STAINLESS STEEL BAND INSULATED FLEX DUCT 3' SHAFT INSERT 1 1/2" INSULATION RADIUS NOT LESS THAN V:Zynvm I 1 1 1/2'x DUCT DIA. BRANCH DUCT RETURN AIR DUCT - SEE PLAN FOR SIZE RETURN AIR DUCT -SEE PLAN FOR SIZE l z l 3' SHAFT INSERT BUTTERFLY DAMPER I SUPPLY AIR DUCT - SEE PLAN FOR SIZE PROVIDE SUPPLY AIR DUCT -SEE PLAN FOR SIZE PROVIDE OPE RATOR ON 1 1 2 STAINLESS STEEL BAND TRANSITION TO SUIT MFG. OPENING TRANSITION TO SUIT MFG. OPENING / INTAKE STAND-OFF TO ALLOW INSULATE BELLS 0 A FOR INSULA1ION USE ROUND SHEET METAL DUCT HERE TO LIMIT FLEX DUCT TO 10'-0' IN LENGTH CEILING FLEX S VSADDLE CEILING DIFFUSER FLEX TYPICAL AIR COOLED CONDENSING UNIT. PAD TO BE 4" LARGER ALL AROUND F (TYP.) HEATER SECTION DO NOT LOCATE UNIT WHERE THE THAN UNIT, FURNISHED WITH #4 WALL UPBLAST WILL STRIKE ANY OVERHANG. REBARS AT 6" O.C. BOTH WAYS NOTE: DAMPER SHALL BE LOCATED AT NOTE: USE BORDER TYPE 1 LOCATE UNIT MINIMUM OF 2'-0" TAKE -OFF VS. AT DIFFUSER TO PREVENT WHERE IN HARD CLGS. - FROM BUILDING EXTERIOR WALL z EXCESSIVE NOISE GENERATION, BORDER TYPE C WHEN EXPOSED UAIR HANDLING UNNIFLOW T -SEE SCHEDULE Fort Pierce FILTER — — = Engineering, Inc. UP -FLOW AIR HANDLING ACCESS ANCHOR UNIT TO PAD WITH MIN. 1/4" DIA. _ _ = Dependable Mechanical, Electrical UNIT - SEE SCHEDULE FILTER MD EXPANSION BOLTS 0 1 1 2" EMBEDMENT DEPTH —_ —_ — — & Plumbing Design / — — — C.A. No. 28173 /// &NEOPRENE PAD. (TYPICAL FOR 4) C.D. ---- 4" — — DUCT SUPPORT SUCTION & LIQUID = TAKE -OFF FITTING TRAP DUCT SUPPORT REFRIGERANT LINES CEILING DIFFUSER. FLOOR FLOOR INSULATE BELLS. DIRECTION SECURE FLEX DUCT TO TAKE -OFF SEE HVAC FLOOR OF AIR I FITTING WITH STAINLESS STEEL PLAN FOR LOCATION PLENUM SUPPORT BASE - 18" HIGH PROVIDE EMERGENCY OVERFLOW SENSOR MANUF'R'S PLENUM SUPPORT BASE PROVIDE EMERGENCY OVERFLOW SENSOR FLOW I SCREW DRIVER OPERATED BAND OF DIFFUSER. CONSTRUCT OF 18 GA. GALV. SHEET WATER GARD PRIMARY PAN SENSOR #401475B WITH OPENING IN TOP & SIDE WATER GARD PRIMARY PAN SENSOR FLEXIBLE DUCT METAL WITH OPENING IN TOP &SIDE OR SECONDARY DRAIN HOLE SENSOR 14906 /401149B BRANCH WITH ALARM. WATER OUST,INC. OR SECONDARY DRAIN HOLE SENSOR /4014908 DUCT I STRAP -,,,,,II WITH ALARM. WATER GARD, INC. 8" THICK CONCRETE PAD. 12211 CEDAR GAP, HOUSTON, 1X 77072 12211 CEDAR GAP, HOUSTON, TX 77072 RUN REFRIGERANT LINES SHORTEST 4' ABOVE GRADE AND 315 South 7th Street — — (PH 888-652-9800) (PH 888-652-9800) DISTANCE TO BLDG. EXTERIOR WALL 4 BELOW GRADE Fort Pierce, FL. 34950 SEE PLANS FOR CONTINUATION. MIN. 3000 PSI Phone: 772 672.4636 PLACE AIR HANDLING UNIT IN THE ROOM SO THAT SERVICE TO * PLACE AIR HANDLING UNIT IN THE ROOM SO 111AT SERVICE TO Fax: 772 672-4637 THE UNIT & FILTER REPLACEMENT CAN BE ACCOMPLISHED. THE UNIT & FILTER REPLACEMENT CAN BE ACCOMPLISHED. DAMPER II CEILING SADDLE 1 1/2' INSULATION NOTE. USE BORDER TYPE 1 0 WHERE IN HARD CLGS. - w BORDER TYPE C WHEN EXPOSED PROVIDE GASKET BETWEEN TAKE OFF F N FITTING AND BRANCH DUCT. F w x wa A FLEX DUCT CONNECTION DETAILS B VERTICAL AHU DETAIL - AHU I C VERTICAL AHU DETAIL - AHU 2 THRU 5 D AIR COOLED CONDENSING UNIT DETAIL c Coo SCALE=(NITS.) SCALE=(N T.S.) SCALE=(AT.S) Z _J SCALE Q C _ O 0 H z � Z[>'r W w o �<rn z m z U U N Lo To w v H z SENSING BULB SECURE TO STRUCTURE ABOVE AS RECOMMENDED BY SMACN9 i 20 GA GALV. DX COOLING METAL STRAP COIL I DUCT SCHEDULE DUCT DIMENSIONS TYPE INCHES HANGER UP TO 18 A 19 TO 30 A/B 30 TO 60 B NOTE: 8'-0" MAX HANGER SPACING U N co W rn 1 M J v O w 1- J Ej lol 3/8" DIA. THREADED UPPER ATTACHMENTS z Z 0 a THREADED CAP WITH%2"O I STEEL HANGER ROD IN ACCORDANCE WITH Z m J THREADED CAP, Iv SECURE TO STRUCTURE TWX VALVE HOLE DRILLED IN TOP, V 0 SMACNA DETAILS ~ ~ L ABOVE AS RECOMMENDED w d 0 U U) HAND TIGHTENED. TIGHTENED BY SMACNA SEE PLAN FOR EXHAUST w N HANGER ROD RUBBER -IN -SHEAR Q a To m MOISTURE SIGHT GLASS SIZE: R DUCTTCONTIN TERMINATION N G SHEET METAL SCREW, VIBRATION ELIMINATORS NOTES: SUC110N LINE AIR RIVET OR BOLT DUCT SLEEVE--- (TYPICAL FOR ALL 4 ENGINEER SEAL 1. PROVIDE ACCUMULATOR If DEVELOPED HANDLER BOTH SIDES OF DUCT. I HANGER RODS) LENGTH IS GREATER THAN 50' TYPE'A' 4�'y1111 Al p1�' 2. PROVIDE REFRIGERANT PIPE SIZES LIQUID LINE SLOPE TO UNIT I I °°4�; .......... E Ne0O,'�. RECOMMENDED BY MFG. DRAIN I I i EXHAUST—� 3. SEE ALSO REFRIGERANT SYSTEM ¢ DUCT v * No 982 NOTES DRAIN AN TYPICAL RECTANGULAR DUCT = * = FILTER/DRYER = WITH RREPLACEABLE FLEX. CONNECTION/ CORE CASING SLEEVE \ CABINET FAN » TO EXHAUST FAN CEILINGZ S E OF Ui A O ,• IFHNOTEPROVIDED/WITH UNION HANGER TYPE B GALVANIZED '�iS;�rdAl�e% ° UNIT —- EXHAUST FAN Eric J. Svobodo, PE CONDENSING LOAD RATED CEILING GRILLE P.E. No. 60982 UNIT SEE FASTENER HANGER RODS, WIRES f OR TIESE OOGAEHTS, N WH TIE CO FTS MD OR pES1ONS NOTE: PESEH EO KCUE T E FORT PO KET � TIE , Hc 1W.. DETAIL & STRAPS �WWR� KUSEEOR ��ON TIESE OOCUENTS WTHDUT VRIT U NRIERIZRT➢N M SCHEDULE n TNTTN Rr FORT POM MOWN, M S L N BASE � 1. FILL TRAP MANUALLY ON INITIAL START-UP. TIE SNE. YITIUJT UNPIERCE EKOEEROG, NC KL RIFMS RfSFRVEA RUOY TO TMRENT0PM, FORT 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. SHEET TITLE 3. A = 12 TIMES FAN SUCTION S.P. MECHANICAL ISOLATION VALVES (TYPICAL) B = %2" PLUS FAN DISCHARGE S.P. DETAILS BALL TYPE ISOLATION VALVES 4. ALL CONDENSATE PIPING TO BE PVC. IF NOT PROVIDED WITH UNIT 5. INSULATE ALL DRAIN LINES WITH Y^ ARMAFLEX � —36" DIA. MAX ISSUE DATE: 04-24_2014 BAND OF SAME SIZE BAND ONE HALF —ROUND DRAWN: EJS AS HANGER STRAP MAY BE USED IF DUCT TYPICAL ROUND DUCT SHAPE IS MAINTAINED �, APPROVED: EJS DRAWING NUMBER : M-3.1 E REFRIGERANT PIPING SCHEMATIC SCALE=(N.T.SJ SCALE=(N T_S.] F CONDENSATE DRAIN TRAP DETAIL G DUCT SUPPORT DETAILS H CEILING CABINET EXHAUST FAN DETAIL SHEET 4 OF 5 SCALE=<N: rs.> SCAT.e-(N.LS.) 13006-04 ROOF FLASHI Sc JARE DIMENSION TO SUIT FAN FURNISHED r/ < < I I I f I I DIMENSION TO SUIT SEALANT BRING FLASHING & ROOFING UP & OVER, & SECURE TO CURB / LINE CHAMBER WITH 2" ACOUSTICAL DUCT LINING I \ 6"x4'x3/8" ANGLE ALL-AROUND. WELD CORNERS. i- 1/4" LAG BOLT, 1-1/4""LONG. 12" O.C. L SEE ENLAREDIAREA �'� IIIIIIIII�� ALUMINUM CASING -----_____. ELECTRICAL CONDUIT GUIDE. FLANGE OF ROOF MOUNTED FAN SECURE FAN FLANGE TO CURB SECURE FAN CURB WITH 11/2" STAINLESS STEEL SHEET TO WITH 1 1/2 METAL SCREWS'0 6" O.C. STAINLESS STEEL SHEET METAL SCREWS 0 6" O.C. MIN. 2"x 12" PR SS RE TREATED WOOD (ALL ARO ND) .RUN POWER FLASHING SUPPLY LEADS ROOFING_ IN CORNER 3 1/2" x 1/ P.T. WOOD INSIDE CUR x CANT STRIP ALL AROUND) NAIL TO x12 ° PROVIDE TRANSITION 3/$"m THRU BOLTS a TO MATCH DUCT SIZE 45.00 COUNTERSUNK o 18" O.C. SHOWN ON DRAWINGS WHERE REQUIRE POWER ROOF VENTILATOR FAN - SEE SCHEDULE THIS SHEET. '— DISCONNECT SWITCH MOUNTED UNDER' ALUMINUM CAP ROOF CURB - SEE DETAIL Fort Pierce THIS SHEET. Engineering, Inc. Dependahle Mechanical,.Electm: i k Plumbing Design - C A. No. 28173 REFER TO ARCHITECTURAL. PLANS FOR ROOF CONSTRUCTION DETAILS BACKDRAFT DAMPER 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 m' 0 ul w a 0 m. N w a a 0 A Z � a r a z�r` w0`'to <0) J N (n M U O aV L0 W > m V M W a ZO U_ U w a zZ F- _L m z J Ci W L Q Of ULU '� 0 < Q IT 0 0- � a M<a ENGINEER SEAL No 2 :erg cc -^.se arse R+..•- Eric J. Svoboda, PE P.E. No. 60982 lIESE pppAENTS, R WTH TIE [RLFPTS MD m W REY D Wf w a D oar Fm T SS m M K W UAK 6 MT PIERCE nANCERINE. M F SHEET TITLE MECHANICAL DETAILS abut uN I t: 04-24-2014 DRAWN: EJS APPROVED: EJS DRAWING NUMBER o o 2 a SHEET 5 OF 5 13006-04 PLUMBING SYMBOLS SYMBOLS I DESCRIPTION INTAKE & I VENTS WAT HEA NOTE: FOLLOW MANUFACTURERS RECOMMENDATIONS. 9" MINUMUM FROM ANY OVERHANG 4 -0" MIN TANKLESS GAS WATER HEATER HORIZONTAL WALL VENTING DETAIL 24" a FLOOR DRAIN DDD D Qa �� ed I d PRIMER TAP ,I WHERE INDICATED TRAP aRAP GUARD II GUARD T II INSERT II II II II 4" DEEP TRAP 3" DRAIN II II II FLOOR DRAIN WITH TRAP GUARD INSERT N.T.S. I FINISHED FLOOR PCONCRETE SURFACE SLOPE TO DRAIN / } a asLAB L II II II II �_ II n II II FLOOR SINK DETAIL N.T.S. FLOW - INFLOW PREVENTION FINISH GRADE- PLUMBING FIXTURE SCHEDULE CODE DESCRIPTION HW CW WASTE VENT TRAP REMARKS WATER CLOSET, FLOOR MOUNTED, AMERICAN STD "MADERA" 1.6 GPF MODEL, WC-1 VITREOUS CHINA, ELONGATED RIM, 1-1/2" _ 1" 4" 2" INT EQUAL BY TOTO TOP SPUD, OPEN FRONT SEAT LESS COVER, SLOAN 111 FLUSH VALVE. WC-2 WATER CLOSET, FLOOR MOUNTED, SAME 1" 4" 2" INT EQUAL BY TOTO AS WC-1, EXCEPT ADA RIM HEGHT. - URINAL, WALL HUNG, AMERICAN STD U 1 "DECORUM" MODEL, VITREOUS CHINA, 3/4" 3/4" 2" 1 1/2" INT EQUAL BY TOTO TOP SPUD, 6045.051.002 FLUSH VALVE. - U-2 SAME AS U-1 EXCEPT ADA COMPLIANT. 3/4" 2" 1 1/2" INT EQUAL BY TOTO LAVATORY, COUNTERTOP, AMERICAN STD EQUAL BY TOTO. PROVIDE "CADET' MODEL, 1 1/4" 'P' TRAP, GRID BELOW DECK ASSE 1070 L-1 DRAIN. CHICAGO FAUCET MODEL 802-V 1/2" 1/2" 2" 1 1/4" 1 1/4" APPROVED MECHANICAL VANDAL RESISTANT MIXING VALVE. SET AT 110 DEG. LAVATORY, WALL HUNG, AMERICAN STD EQUAL BY TOTO. PROVIDE "LUCERNE" MODEL, VITREOUS CHINA, 4" BELOW DECK ASSE 1070 L-2 HIGH BACK, 1 1/4" 'P' TRAP, GRID DRAIN. 1/2" 1/2" 2" 1 1/4" 1 1/4" APPROVED MECHANICAL CHICAGO FAUCET MODEL 802-V VANDAL MIXING VALVE. SET AT110 RESISTANT, ADA COMPLIANT. DEG. HAND SINK, WALL HUNG, WITH FAUCET. PROVIDE BELOW DECK SELECTED BY OWNER. ASSE 1070 APPROVED HS-1 1/2" 1/2" 2" 1 114" 1 114" MECHANICAL MIXING VALVE. SET AT 110 DEG. THREE COMPARTMENT SINK, FLOOR S-1 MOUNTED, WITH FAUCET, SELECTED BY 1/2" 1/2" IND. OWNER. SERVICE SINK, MUSTEE 62M DURASTONE MOP BASIN WITH MOP HANGER, BUMPER GUARDS, WALL GUARDS, HOSE & HOSE S-2 HOLDER. CHICAGO FAUCET 540- 1/2" 1/2" 3" _ 3" LD897SWXF WITH WALL BRACE, 3/4" HOSE THREAD, VACUUM BREAKER & PAIL HOOK. SHOWER, SYMMONS TEMPTROL S-96-1X SHOWER HEAD & VALVE, ADJ. TEMP. LIMIT SH-1 STOP, PRESSURE BALANCING, 2" TRAP 1/2" 1/2" 2" 11/2" 2" WITH POLISHED BRASS GRID DRAIN. SHOWER, SYMMONS TEMPTROL S-96-300X B30-L-V HAND SPRAY SHOWER UNIT, 5' SH-2 METAL HOSE, 30" SLIDE BAR & VALVE, 1/2" 1/2" 2" 21/2" 2" ADJ. TEMP. LIMIT STOP, PRESSURE BALANCING, 2" TRAP WITH POLISHED BRASS GRID DRAIN. SHOWER, SYMMONS TEMPTROL S-96-1X SH-3 SHOWER HEAD & VALVE, ADJ. TEMP, LIMIT 1/2" 1/2" STOP, PRESSURE BALANCING. ELECTRIC WATER COOLER, HALSEY EWC-1 TAYLOR HAC8FBL-VR-Q, SPLIT LEVEL, 1/2" 2" 1 1/4" 1 114" EQUAL BY OASIS OR ELKAY 8GPH, VANDAL RESISTANT, ADA - COMPLIANT. PLUMBING EQUIPMENT SCHEDULE CODE DESCRIPTION REMARKS EXTERIOR CLEAN OUT, 2 WAY, ADJUSTABLE CO-1 TOP, INTERNAL CLOSURE PLUG, HEAVY DUTY SET IN X X4" RETTE CONCRETE COVER PLATE. EXTERIOR CLEAN OUT, ADJUSTABLE TOP, SET IN X X4" CO-2 INTERNAL CLOSURE PLUG, HEAVY DUTY RETTEE CONCRETE COVER PLATE. FLOOR CLEAN OUT, ADJUSTABLE TOP, CO-3 INTERNAL CLOSURE PLUG, POLISHED BRONZE COVER PLATE. CO-4 WALL CLEAN OUT PLUG WITH CHROME PLATED BRASS COVER PLATE. TANKLESS WATER HEATER, GAS, NORITZ SET AT 140 DEG. REQUIRES TWH-1 MODEL NCC1991-DV, DIRECT VENT, 199MBH. 120V FOR CONTROLS. TANKLESS WATER HEATER, GAS, NORITZ SET AT 140 DEG. REQUIRES TWH-2 MODEL NCC1991-DV, DIRECT VENT, 199MBH. 120V FOR CONTROLS. FLOOR DRAIN, JOSAM SERIES 30000A, C.I. TRAP PRIMER TO BE FD-1 BODY, POLISHED BRONZE STRAINER, INTEGRAL CONNECTED TO NEAREST TRAP, WITH PRIMER CONNECTION & TRAP SINK. GUARD INSERT BY PROSET. FLOOR DRAIN, JOSAM SERIES 30000E1 WITH TRAP PRIMER TO BE FD-2 EXTENDED RIM, C.I. BODY, STRAINER, INTEGRAL CONNECTED TO NEAREST TRAP, WITH PRIMER CONNECTION & TRAP SINK. GUARD INSERT BY PROSET. FLOOR SINK, JOSAM SERIES 49000, C.I. BODY, FS-1 ACID RESISTANT INTERIOR, ONE HALF NIKALOY GRATE, INTERNAL DOME STRAINER, INTEGRAL TRAP. HOSE BIBB, ALL BRASS, 3/4" HOSE PROVIDE SHUT-OFF TO HB-1 CONNECTION, VACUUM BREAKER, LOOSE KEY EACH HOSE BIBB PER STOP, CODE. 0 HOL CONCRET BAFFLE 0% OF TRAP DIM- W, C.O. PORT FLOW- / P.V.C. PIPE FLOW TO GRAITY WASTEWATER MAIN "ANC _j HEAVY DUTY C.I. FRAME AND COVER, WITH NON -PENETRATING PICK HOLES. MIN. WEIGHT 325 POUND. WORDS #6 # 5' O.C. E.W. (TOP) GREASE TRAPm CAST ON COVER, r / P.V.C. TEE% / I C.O. PORT RAP NCR&EETEiTOBAFFLd tjm MI q SECTION 'A -A' INFLOW PREVENTION DEVICE -- FLOW TO GRAITY INV -1 WASTEWATER MAIN STAINLESS STEEL BRACE :�1#4 # S' O,C. E.W. (BASE & WALLS) NOTES: I. ALL PIPING SHALL BE A MINIMUM OF 4" P.V.C. 2. PIPING SHALL BE INSTALLED USING A CONCRETE MANHOLE ADAPTER. 3. SANITARY "T" OUTLET SHALL BE INSTALLED 4" INSIDE OF WALL. 4. TANK SHALL BE A MIN. OF 750 GAL. AND A MAX. OF 1250 GAL. 5. TANK SHALL BE TRAFFIC BEARING AND CONCRETE SHALL COMPLY WITH ASTM C 478, LATEST REVISION. 6. WALLS & BOTTOM SLABS SHALL BE A MIN. 6" THICK REINFORCED CONCRETE. 7. TOP SLAB SHALL BE A MIN. 6" THICK REINFORCED CONCRETE. B. SECTIONS SHALL BE JOINED AND SEALED WITH MIN. I" "RAM-NEK" SEALER OR EQUIVALENT TO FORM A WATER TIGHT SEAL. 9. RISER JOINTS SHALL COMPLY WITH ASTM C 443, LATEST REVISION. 10. THE DESIGN, SIZING AND CONSTRUCTION MUST CONFORM TO ALL APPLICABLE, BUILDING CODE AND HEALTH DEPARTMENT REQUIREMENTS AND REGULATIONS, INCLUDING BUT NOT LIMITED TO CHAPTER 64E 6 FLORIDA ADMINISTRATIVE CODE. II. WHEN THE REQUIRED EFFECTIVE CAPACITY OF THE TANK IS GREATER THAN 1250 GAL., INSTALLATION OF MULTIPLE GREASE TRAPS IN SERIES IS REQUIRED. 12. THE OIL AND GREASE INTERCEPTOR (MODEL AND CAPACITY) SHALL BE IDENTIFIED ON THE APPLICABLE PLAN SHEET. 13. THE INTERCEPTOR SHALL BE LOCATED IN GRASS AREA/NON-TRAFFIC AREA WHENEVER POSSIBLE. 14. THE OIL AND GREASE INTERCEPTOR SHALL BE PROVIDED INSPECTION PORTS (CLEAN OUTS) WHICH ARE EASILY ACCESSIBLE FOR INSPECTION/SAMPLING. GREASE, OIL AND SAND INTERCEPTOR DETAIL NITS - - - COLD WATER (CW) -- HOT WATER (HW) I. PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL ALL SEWER (S) PLUMBING FIXTURES COMPLETE AS LISTED IN "PLUMBING FIXTURE SCHEDULE". VENT LINE (V) 2. PLUMBING CONTRACTOR MAY USE SCHEDULE 40 OR 80 TYPE I, o - HWR- RECIR. HOT WATER GRADE I, POLYVINYL CHLORIDE PIPE FOR ALL SOIL, WASTE AND VENT PIPING WHERE PERMITTED BY LOCAL CODES. WHERE PVC CID CONDENSATE DRAIN PIPING IS NOT PERMITTED BY LOCAL CODES, USE STANDARD X EXISTING PIPE WEIGHT CAST IRON PIPING. ALL PIPING ABOVE GRADE MAY HAVE HUBLESS FITTINGS. PLASTIC PIPING SHALL NOT BE USED IN A 8 CONNECT TO EXISTING RETURN AIR PLENUM. COORDINATE THIS REQUIREMENT WITH -SD- STORM DRAIN (SD) H.V.A.C. CONTRACTOR. P PUMP 3. PROVIDE SHUT-OFF GATE VALVES ON ALL EQUIPMENT a HOSE BOBS, a STOP COCKS IN HOT AND COLD WATER PIPING TO ALL VTR VENT THRU ROOF PLUMBING FIXTURES. WC WATER CLOSET w 4. ALL WATER PIPING BELOW GRADE SHALL BE TYPE "L" SOFT o UR URINAL TEMPERED COPPER AND ALL WATER PIPING ABOVE GRADE SHALL BE TYPE "L" HARD TEMPERED COPPER. o HL HAND LAVATORY L-(No) LAVATORY 5. INSTALL I" FOAM RUBBER INSULATION ON ALL HOT WATER z Fort Pierce PIPING ABOVE GRADE. ALL JOINTS IN INSULATION ARE TO BE HB HOSE BIBB TAPED. Engineering, Inc. Dependable Mechanical, Electrical SS SERVICE SINK 6. ELEVATION OF ALL FLOOR DRAINS SHALL BE HELD I/2" BELOW Plumbing Design FINISH FLOOR TILE. C.A. No. 28173 DF DRINKING FOUNTIAN 7. ALL MATERIAL AND INSTALLATIONS SHALL BE IN ACCORDANCE EWC ELECTRIC WATER COOLER WITH ALL LOCAL AND STATE PLUMBING AND MECHANICAL CODES, EWH ELECTRIC WATER HEATER INCLUDING THE STANDARD BUILDING, PLUMBING AND MECHANICAL CODES, NEPA, ASME, ASHRAE, ASA AND AGA. GWH GAS WATER HEATER 8. THE SANITARY SYSTEM INCLUDES CONNECTION TO FIXTURES, 1 SH SHOWER RUNNING OF SOIL AND WASTE LINE AND SOIL AND VENT HS HAND SINK SANITARY SEWER SYSTEM AND/OR SEPTIC TANKS AND DRAIN FIELDS AND ALL ITEMS AS SHOWN ON DRAWINGS. VENT STACKS FD FLOOR DRAIN SHALL EXTEND THROUGH ROOF WITH LEAD FLASHING. RD ROOF GRAIN 9. THE DOMESTIC WATER SYSTEM INCLUDES CONNECTIONS TO THE 315 South 7th Street -0o- GATE VALVE DESIGNED SYSTEM, CONTROL VALVES AND PIPING TO PLUMBING Fort Pierce, FL. 34950 FIXTURES, INCLUDING CONNECTIONS TO EQUIPMENT FURNISHED BY Phone: 72 672-4636 �.� GLOBE VALVE 672-4637 Fax:772672-4637 OTHERS. �- CHECK VALVE 10. PIPE INSTALLATIONS AND MATERIALS SHALL BE AS REQUIRED TO Pa%v�o- BACK FLOW PREVENTER MAINTAIN FIRE RATINGS WHERE REQUIRED BETWEEN FLOORS AND/OR BETWEEN UNITS. - VALVE IN YARD BOX (TYPE AS NOTED) II. ARRESTERS SHALL BE INSTALLED WHERE NECESSARY TO PRESURE RELEIF VALVE (RV) PREVENT WATER HAMMER. PO 0 -�- WATER METER 12. COPPER PIPING WHERE USED SHALL NOT CONTACT DISSIMILAR w � METALS OR MASONRY. PROVIDE ISOLATING BUSHINGS WHEN ELBOW - UP CONNECTING TO ANY DISSIMILAR METALS. w 0 RISE OR DROP 13. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR a -p,- CONCENTRIC REDUCER DETAILED DIMENSIONS AND LOCATIONS OF ALL FIXTURES AND CO 0 o a EQUIPMENT AND FOR ANY CHANGES IN LAYOUT. a -fl- DIRECTION OF FLOW 14. PLUMBING CONTRACTOR SHALL MAKE ALL TEST AND ADJUST- W W C C.oQ CLEAN OUT (RISER) MENTS AS REQUIRED, UPON COMPLETION OF WORK AND PRIOR TO Z u N ; IT FINAL ACCEPTANCE BY OWNER. W C.O. CLEAN OUT -_CH- C. 0. 15. AFTER COMPLETION OF THIS WORK, THE CONTRACTOR SHALL OBTAIN A CERTIFICATE OF FINAL INSPECTION AND APPROVAL E~ /A WALL CLEAN OUT FROM ALL AUTHORITY'S HAVING JURISDICTION. PLUGGED PIPE SHOWER HEAD 16. ALL WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. O PUMP W/FLOW DIRECTION U N m -IpF FLOW SWITCH w I 0 PRESSURE SWITCH w a Q U o W a w TA,B,C,D WATER HAMMER ARRESTER Z Q Z a U EL D a J WITH P.D.I. SIZE w fr � U U U) O o 0) Ir O ¢ CIL v) a sr d ENGINEER SEAL >rininnsp�si j. S VQ&� *: No 6 982 o: ATE OF: PLUMBING DRAWING INDEX 'l..p(At. ��tR6pR iNn6"ldSt Eric J. Svob PE SHEET DESCRIPTION ISSUED P.E. No. 6090982 THESE MR:OENTS, KOIG WITH THE C"ICFPTS MID M ➢ESN"S PEES 0 HEREIN ARE RTTE100 OlY FOR THE MITE P-1 PLUMBING LEGEND, NOTES, SCHEDULES a DETAILS YES FIR vHH;H THEY`vIX LIV"PRE6ARPf°"EOTREH'ar'E m L1n HNEUDEIY m P-2.1 PLUMBING PLAN WASTE -VENT B GAS YES THEY ➢¢ NIS VIIH)0 WRITTEN ANTIOTOATE" MID VI LLIBY FMT IHHiM TN PuTIES OP WQ fll�tT P-2.2 PLUMBING PLAN WATER YES PIERCE E"G➢EfJNNG, NIC. M RIGHTS RESFRVID SHEET TITLE P-3 PLUMBING WASTE -VENT RISER YES P-4 PLUMBING WATER RISER YES PLUMBING LEGEND, NOTES, SCHEDULES & DETAILS ISSUE DATE: 04-24-2014 NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. DRAWN: EJS APPROVED: EJS DRAWING NUMBER -1 SHEET I OF 5 13006-04 v t:c, SH-2 0 SH-2 k'� � M r I. ROUTE IN CONDENSATE DRAIN LINE FROM AHU-I, 8. I � CONDENSATE DRAIN I Cp_¢ LINE FROM AHU-2 THRU 5 BELOW FLOOR - TERMINATE ABOVE GROUND IN OF a r GREEN SPACE. COORDINATE WITH HVAC CONTRACTOR. SEE MECHANICAL ILII PLANS FOR UN(T LOCATIONS. a o0 oe\ aaoaoa 114 SH-i SH-1 ` v omoo MEETING RODIM. \ \ \ iA z\ L-2 2' WC-2 L-2 v I �I a v oovo� I L-1 WC-1 \ \ ao wac oo\ oao oaaa�? m\\a000mao\ ate= aoo\ \ \._. WC-1 vvv f i .. .I _ � \ � _. � KEY NOTES: I i, L 1, � WC-1 e - WC-10 I \ z _._. PROVIDE 2 VENT THRU ROOF. L- -------� 2_ .. '�-I- a- '- t Fort Pierce NZ2\ �.. `\ I O PROVIDE 2 }' VENT THRU ROOF. Engineering, Inc. Dependable Mechanical, Electrical oo\0000aoaoao��o „ om \ O PROVIDE 3 }' VENT THRU ROOF. P \ I Tul & PlumbingDesign f A! :;h; z v ,�' 0 S f - < _..._ S:-:?. I \\ S-21 �. 'C.A. No.28173 �a AFL _ 4• %� �11I wv- v ` / A - l lil�LIAJL Y M TE SNC CWYNirH OM4,-MT QGPEF rII M r warts r2s[avm. �c�� k NEApER Pit) INTERLOGK SHEET TITLE V� 3� VE PLUMBING S (� NOIp �P� FLOOR PLAN OL E WASTE -VENT &GAS ISSUE DATE: 04-24-2014 f7-1-7-1-7-fT z 0 N w a 0 2" WATER. SEE SITE ......:. .. ........ ' :._.. _ UTILITY PLAN. A. i :... ....."'i __._.._ .... _..� t...---------- pp r . _... HB-1 ICE J�I�J r � HB-1 + + + i .... RY 7o '110MI\y .......... _. a GENERAL NOTES: tY SH-2 i I SH-2 f , �� i.....__-J, p ._ ` r_ �'M. .: I. ROUTE ALL WATER LINES ABOVE CEILING AS INDICATED. r t, S 1 0kE S , i 1 H 1 1\oo\ \\\yho\ ! SH—t \ SH-1 \ 0 0 MEETING ,Ri7OM p\ h.: iNC RLi!°"; \ t �tla .J m#:_2U 0 I i vv o I v I I y WC 2 I WC-2 2 v v v \ � I � \ �� KEY NOTES: s s i I ROUTE 2' WATER UP ABOVE CEILING. r � oo\o\\aa\o\o \� oo\\o \ R 000aoj —M-N, �.. 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I 315 South 7th Street ,_...___ ._._�_________.__ .._: _. ., __,_,.___ Fort Pierce, FL: 34950 i i i !Phone: '772 672 4636 ._........ N ....... ....... ._...... .....::.. .. .......... _ !_ .. .,.. .. ,... _ ......: , .... c Fax; 772 672-4637 O W U) O W F W pG" W Q h ZO0.. Q LL W W w o ��rn yJ F-i U U N U) Io W U j BANQUET ROOM (i i2» � i 1 � 3fti� I3 I i t �j O N LLJ ~ a Z Ld > 0 n J W < U z W Z a U a- m x U w en .. ' LLJ `.. I: ni' 1- EwG I; 411 \ IGE 0.1 5'2 5" 41 Fp.1 211 211 411 w z a w w� 0 Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax: 772 672- 4637 P'> 0 w F- J N E- FLu w U� O Z J Q O O � Z w Q O n rn M z�y J U U N In Ih W H O U N cc m >� w z � U O w Q > a w z Z O a Q J J 0] W Q F U L) F U U) O o N 0 a v o ro a ENGINEER SEAL 03. SVOR�+O Eric J. Svoboda, PE P.E. No. 60982 iHESE vEUENTS, N VITN TIE CENCEPTS MID OR ➢ESIO1¢ PpLttNIFD IEREO ME INTENRER OEY FM THE SPECIFK PIES95E W CLIEIR 6 FOR PEKE BUNFERINE, M. FM WEN REY VEFE W MER REI15E CR IMROER FELINES m THESE LNC s VITIWT VRRTEN MAID UUN NO gAWTRTIOI BY MT PIERCE ENFiPEERX INC. S RE VIVBff LLULM M TIE WC MRIOR m RR14, FOR PiEltli ENEPEE M INC. NL RIGHTS RESERVER. SHEET TITLE PLUMBING WASTE -VENT RISER `... ": 04-24-2014 DRAWN: EJS APPROVED: EJS I DRAWING NUMBER I SHEET 4 OF 5 13006-04 ELECTRICAL SYMBOL LEGEND SPEC IFICATION& a I. THE TOTAL ELECTRICAL INSTALLATION MUST MEET THE REQUIREMENTS OF THE 35. WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE o BASIC MATERIALS BASIC MATERIALS CONT. FIRE ALARM/DETECTION SYSTEM TELEPHONE/DATA SYSTEM 2008 EDITION OF NFPA 70, THE NATIONAL ELECTRICAL CODE. GUARANTEED FOR A PERIOD OF ONE: YEAR FROM THE DATE OF FINAL 2. ON ALL ELECTRICAL PLAN SHEETS, E.G. "E-l', 'E-2.1', ETC., THE TERM ACCEPTANCE BY THE OWNER. "CONTRACTOR' SHALL MEAN 'ELECTRICAL CONTRACTOR", SOMETIMES ALSO 36. GREATER THAN 80% NONLINEAR LOADS: SHARED NEUTRALS AND GROUNDS ARE SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION 3. ABBREVIATED AS "E.C.'. MATERIALS AND EQUIPMENT INSTALLED SHALL BE ENTIRELY NEW, UNLESS NOT PERMITTED FOR SINGLE PHASE CIRCUITS. 37. A. WORKING CLEARANCES FOR ELECTRICAL- EQUIPMENT SHALL BE IN COMPLIANCE _ PHONE/DATA OUTLETS MOUNTED AT RECEPTACLE Sa SINGLE POLE SWITCH AUTOMATIC TRANSFER SWITCH 0 MANUAL PULL STATION OTHERWISE NOTED, AND SHALL MEET U.L. REQUIREMENTS. WITH NEC 110. (SUBSCRIPT INDICATES ITEM CONTROLLED) HEIGHT UNLESS OTHERWISE NOTED. C ABOVE THE COUNTER 4. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE B. THE EXCLUSIVELY -DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL S3 THREE-WAY SWITCH i NON -FUSED DISCONNECT SWITCH, AMP RATING / # OF POLES CEILING SMOKE DETECTOR, PHOTOELECTRIC M = NUMBER OF DATA PORTS, DEFAULT = I ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. CEILING WITH A WIDTH AND DEPTH OF THE PANEL BOARD OR SWITCHBOARD MUST NEMA IIFINDOORS TYPE UNLESS OTHERWISE NOTED N =NUMBER Of PHONE PORTS, DEFAULT = I 5. CONTRACTOR TO INSTALL A COMPLETE ELECTRICAL SYSTEM FOR LIGHTING AND BE CLEAR OF ALL PIPING, DUCTS OR EQUIPMENT FOREIGN TO THE ELECTRICAL Sq FOUR-WAY SWITCH NEMA 3R IF OUTDOORS E = ELEVATOR WITH RECALL CONTACTS POWER FROM THE POINT OF ATTACHMENT OF THE POWER COMPANY TO AND EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408. J Sp SINGLE POLE SWITCH WITH PILOT LIGHT FUSED DISCONNECT I = IONIZATION M ® DATA OUTLET, 8P8C THROUGH THE METER ENCLOSURE, WIREWAY, DISCONNECTS AND BRANCH -CIRCUIT 37. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE -RESISTIVE ASSEMBLIES, > SWp SINGLE POLE SWITCH WITH WEATHERPROOF COVER �J 30AR AR DENOTES AMP RATING OF SWITCH PANELS TO AND INCLUDING ALL OUTLETS, DEVICES, AND EQUIPMENT FURNISHED BY (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED 20AF AF DENOTES AMP FUSE SIZE DUCT SMOKE DETECTOR A N PHONE OUTLET, RJ 11 OTHERS AS MAY BE REQUIRED. WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SWST SPRING WOUND WALL SWITCH TIMER (30 MIN.) MCP DENOTES FUSE PER MANUFACTURER RECOMMENDATIONS R = RETURN 6. CONTRACTOR TO MAKE EARLY CONTACT AND MAINTAIN DIRECT COMMUNICATION SHALL BE MET PER FBC 302: SIZE S = SUPPLY WITH FPL FOR THE CORRECT AND TIMELY SELECTION AND INSTALLATION OF THE A. ALL ELECTRICAL BOXES SHALL BE METALLIC. S K SINGLE POLE KEY SWITCH ��- # OF POLES M ® N COMBINED DATA/PHONE OUTLET, 8P8C/RJII METER ENCLOSURE, CONDUITS, PADS, AND OTHER FPL REQUIREMENTS. SY THREE-WAY KEY SWITCH DgJ 30/3 COMBINATION MAGNETIC MOTOR STARTER, SIZE 8 # OF POLES ® SUPERVISED CONTROL RELAY 7. CONTRACTOR TO COMPLETE ALL WORK INCIDENTAL TO MECHANICAL TRADES FOR A B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. B. S4K FOUR-WAY KEY SWITCH 0 3R 3 POLE UNLESS OTHERWISE NOTED ~� DUCT SMOKE REMOTE ALARM INDICATING LAMP, ® TELEPHONE OUTLET FLOOR MOUNTED COMPLETE INSTALLATION, INCLUDING CONTROL WIRING, MOTOR STARTERS, ENCLOSURE NEMA RATING. R DISCONNECT SWITCHES AND EQUIPMENT GROUNDS. SL SINGLE POLE SWITCH WITH SECURITY LOCKING KEY W/ TEST SWITCH, WALL MOUNTED 72 AFF 8. CONTRACTOR TO MAKE NECESSARY PROVISIONS FOR THE INSTALLATION OF C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. NEMA STARTER SIZE SLV LOW VOLTAGE SWITCH TTB TELEPHONE DATA AND FIRE ALARM SYSTEMS INCLUDING RACEWAYS CABINETS . CEILING FAN/LIGHT CONTROL, DANS FAN CITY #423LW OR EQUAL ® BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, REMOTE INDICATING LAMP FIRE ALARM WITH TEST SWITCH TELEPHONE/COMPUTER TERMINAL BOARD PULL BOXES AND OUTLETS. SEE SHOP DRAWINGS FOR EACH SYSTEM FOR D. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED SF WHITE COLOR SURFACE MOUNTED " WALL MOUNTED 72AFF, SIMPLEX 4098-9842 OR EQUAL ADDITIONAL DETAILS AND INSTRUCTIONS. I/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE SM MOTOR RATED SNAP SWITCH, IHP MIN., 20A, 120/277V BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, TTC 9. CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES COMPLETE AS LISTED IN OPENING. LEVITON 1121-2 OR EQUAL FLUSH MOUNTED COMBINATION AUDIBLE/VISUAL ra TELEPHONE TERMINAL CABINET THE 'LIGHTING FIXTURE SCHEDULE'. S MANUAL MOTOR STARTER WITH OVERLOAD HEATERS AND XX D NOTIFICATION DEVICE 10. PANELBOARDS, SWITCHBOARDS AND DISCONNECT SWITCHES SHALL HAVE COPPER E. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE MP PILOT LIGHT BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS, -- CD = CANDELA RATING 75CD UNLESS NOTED OTHERWISE /� T_`,,TELEPHONEBUS. SYSTEM RACEWAY COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). SURFACE MOUNTED 11. ALL PANELS, DISCONNECTS, TIME CLOCKS, AND CONTACTORS SHALL BE LABELED SD DIMMER SWITCH ©S FIRE ALARM SPEAKER - CEILING MOUNTED WITH A PERMANENT ENGRAVED LABEL. IDENTIFICATION ON THE LABEL MUST Fort Pierce (1500 WATTS UNLESS OTHERWISE INDICATED) BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS, TELEVISION RACEWAY SYSTEM CONFORM TO THESE ELECTRICAL DRAWINGS. F. PROVIDE A WALL AROUND OUTLETS LARGER THAN 16 SQUARE INCHES. THE INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. Engineering, Inc. STD SINGLE POLE SWITCH -TIME DELAY FOR EXHAUST FAN/LIGHTS FLUSH MOUNTED 12. TYPEWRITTEN CIRCUIT IDENTIFICATION SHALL BE INSTALLED IN ALL PANELBOARDS, BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL WALL MOUNTED SPEAKER WITH STROBE EACH BREAKER HAVING A DISTINCTIVE DESCRIPTION COMPLYING WITH NEC 408.3(F). Dependable Mechanical, Electrical DUPLEX RECEPTACLE, 5-20R UNLESS OTHERWISE NOTED ---��.,CONDUIT SHALL INCLUDE PHASE, NEUTRAL AND GROUND CONDUCTORS D CD = CANDELA RATING IF PRESENT THE FIRE ALARM CONTROL PANEL BREAKER AND ITS DESCRIPTION G. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 Clumbin Deli K Plumbing Design 8173 � AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). 7_X ® TELEVISION OUTLET FOR ANTENNA SHALL HAVE A CLEARLY VISIBLE RED MARKING. SQUARE INCHES PER 100 SQUARE FEET OF WALL AREA. OUTLET BOXES LOCATED E} T SINGLE 5-20R RECEPTACLE, T DENOTES TWIST -LOCK - -' BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, FIRE ALARM SPEAKER - WALL MOUNTED TV TELEVISION SIGNAL WALL OUTLET 13. PANEL DISCONNECTS SHALL HAVE PAD -LOCKING PROVISIONS. THE PANEL BREAKERS OR FUSIBLE DISCONNECT SHALL BE QUICK -MAKE, QUICK -BREAK, LOAD -BREAK ON OPPOSITE SIDES OF FIRE -RESISTIVE ASSEMBLIES �^ A SURGE PROTECTION TYPE (TVSS) UNDERGROUND OR UNDER FLOOR. DISTRIBUTION SYSTEM RACEWAY DEVICES. H. SHALL BE SEPARATED BY A M1141MUM HORIZONTAL DISTANCE OF 24 INCHES. SP DUPLEX RECEPTACLE �_ _ -� /�TV�TV 14. CONDUIT FOR UNDERGROUND SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE ® PEDESTAL MOUNTED RECEPTACLE /l BRANCH CIRCUIT CONDUIT EXPOSED I�- GROUND OR GROUND ROD AS NOTED O FIRE ALARM SPEAKER WITH STROBE - CEILING MOUNTED CD = CANDELA RATING M MAGNETIC LOCK 15. SHOWN AND/OR REQUIRED BY CODE. CONDUIT FOR ABOVE GRADE SHALL BE "GRC" 'IMC' 'SCH 80 PVC' OR "EMT'. i. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. f ? / "LFNC° SHALL BE USED FOR CONNECTIONS TO AIR HANDLING UNITS, CONDENSING I ® FLOOR OUTLET BOX AND DUPLEX RECEPTACLE EM- BRANCH CONDUIT F VISUAL SIGNALING UNIT, WALL MOUNTED CCTV CAMERA W/ CONDUIT TO VIDEO C� UNITS, WATER HEATERS AND OTHER EQUIPMENT. MC CABLE MAY BE USED FROM WITH APPROPRIATE FLANGE. / \EMERGENCY (NO AUDIO DEVICE) JUNCTION BOX NJ -BOXES" IN CEILING TO SWITCHES, RECEPTACLES AND BETWEEN DEVICES. SPARE f ® FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE OUP CONDUIT TURNING UP P FIREMAN'S PHONE JACK PAN/ TILT/ ZOOM CCTV CAMERA W/CONDUIT 16. CONDUITS SHALL HAVE A PULL WIRE INSTALLED. CONDUCTORS SHALL BE THHN/THWN EXCEPT WHERE SPECIFIED OTHERWISE ON THE AND ONE COMBINATION W/ VOICE/DATA OUTLET PTZ TO VIDEO JUNCTION BOX - MOUNTED MIN 15' DRAWINGS. CONDUCTORS NO. 8 AWG AND LARGER SHALL BE JOINED BY AN �DN CONDUIT TURNING DOWN 0 SPRINKLER TAMPER AFF OR o CEILING APPROVED PRESSURE CONNECTOR. CONNECTION TO GROUND CONDUCTORS FLOOR OUTLET BOX WITH TWO DUPLEX RECEPTACLES SWITCH CONNECTION CONDUCTORS AWG AND LARGER SHALL BE CAST BY FUSIBLE METAL PROCESS. ALL CONDUCTORS 315 South 7th Street AND ONE COMBINATION W/ VOICE/DATA OUTLET ] CONDUIT STUB MUST BE INSTALLED IN CONDUIT, MC CABLE, OR LFNC. CONDUCTORS IN PANELS Fort Pierce, FL. 34950 © POKE THRU --Z CONDUIT CONTINUED ET WATER FLOW SWITCH CONNECTION SWITCH S CHRONOI;�S MASTER CLOCK SYSTEM SHALL HAVE THEIR FACTORY LABELS VISIBLE TO A PERSON IN THE WORKING Phone: 772 672-4636 PP POWER POLE SPACE. Fax: 772 672-4637 FLEXIBLE CONDUIT 17. NO CONDUCTORS SMALLER THAN 12 AWG SHALL BE USED FOR POWER AND -- - SINGLE POLE SWITCH/RECEPTACLE COMBINATION FP FIRE ALARM SYSTEM PRINTER LIGHTING. ALL CONDUCTORS SHALL BE COPPER. S DUPLEX RECEPTACLE WITH EACH HALF ON SEPARATE CIRCUIT EXISTING TO BE REMOVED {� SYNCHRONOUS SYSTEM CLOCK 18. COLOR CODE FOR 208Y/120V 3e SYSTEM SHALL BE: BLACK, RED, BLUE, WHITE, a (BREAKER SHALL BE TWO POLE WITH COMMON TRIP) EXISTING TO REMAIN ZONE ADDRESSABLE MODULE GREEN. ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE FATC MASTER CLOCK CONTROL PANEL 19. CONTRACTOR SHALL VERIFY WITH ARCHITECT FOR DETAILED DIMENSIONS AND � DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER EXISTING AFFECTED BY THIS PROJECT ----- LOCATIONS OF OUTLETS AND EQUIPMENT AND FOR ANY REVISIONS IN LAYOUT. 20. MOUNT WALL SWITCHES 44" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED ON DUPLEX TAMPER -RESISTANT RECEPTACLE. MOUNT - - FUTURE ®HI ELECTROMAGNETIC DOOR HOLD OPEN DEVICE _� CL MASTER CLOCK SYSTEM CONDUIT AND WIRING DRAWING. GANG SWITCHES WHEREVER POSSIBLE. o COVER PLATE WITH SPANNER HEAD SCREWS CONNECTION TO CLOSURE/ HOLDER �- 21. SWITCHES SHALL BE TOGGLE TYPE, 120 VOLT, 20A, COMMERCIAL SPECIFICATION - NEW GRADE, UNLESS OTHERWISE NOTED. SWITCHES SHALL BE WHITE IN COLOR. w - - DUPLEX RECEPTACLE WITH TOP HALF SWITCHED ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE 22. RECEPTACLES SHALL BE LOCATED 18" ABOVE FINISHED FLOOR TO CENTER LINE OF a GFI RECEPTACLE (EWC DENOTES ELECTRIC LIGHTING H CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR mt ° DEVICE, UNLESS OTHERWISE NOTED, ABOVE -COUNTER RECEPTACLES SHALL BE � u WATER COOLER. COORDINATE WITH EWC CEILING HEAT DETECTOR 135 F UNLESS OTHERWISE ___�_ MOUNTED 6' ABOVE BACK SPLASH TO CENTERLINE OF DEVICE. w EWC INSTALLER FOR MOUNTING HEIGHT) Q INDICATED. 23. COVER PLATES SHALL BE WHITE PLASTIC, UNLESS OTHERWISE NOTED. Ld o F -O--I FLUORESCENT STRIP FIXTURE O DOOR PUSH-BUTTON STATION RECEPTACLES WITH PLASTIC COVER PLATES SHALL BE MOUNTED SUCH THAT THE Q o � GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. CL� BEAM DETECTOR - TRANSMITTER GROUND PIN IS MOUNTED DOWN, UNLESS OTHERWISE NOTED. RECEPTACLES WITH W FIXTURE WP = WEATHERPROOF METAL COVER PLATES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS o a DESIGNATION FLUORESCENT FIXTURE ® 04 BEAM DETECTOR - RECEIVER MOUNTED UP, UNLESS OTHERWISE NOTED. ° Z GFI RECEPTACLE MOUNTED ABOVE COUNTER DB DOORBELL CHIME (SELF CONTAINED) ❑� 24. ALL NEW 125V RECEPTACLES SHALL BE NEMA 5-20R. COLOR SHALL BE WHITE. W h CIRCUIT-� 2 a- LOWER CASE LETTER INDICATES CONTROL CIRCUIT SWITCH LEG w o m TWO DUPLEX RECEPTACLES WITH COMMON COVER NUMBER FACP FIRE ALARM CONTROL PANEL 25. ELECTRIC MOTORS SHALL COMPLY WITH THE ENERGY POLICY ACT OF 1992. WHERE Z J a I - U N " FLUORESCENT FIXTURE DB DOORBELL SYSTEM CONDUIT AND WIRING APPLICABLE PER FBC TABLE 505.7.5. DIAGONAL SHADING DENOTES EMERGENCY LIGHT FIXTURE. /' 26. ALL DEVICES SHALL BE MOUNTED VERTICAL, UNLESS OTHERWISE NOTED. W TWO DUPLEX RECEPTACLES WITH COMMON COVER FATC 27. WHEN AN 'IG' ISOLATED GROUND RECEPTACLE IS SPECIFIED ON THE PLANS, THE U MOUNTED ABOVE COUNTER Q FLUORESCENT WRAP AROUND OR SURFACE MOUNTED FIXTURE. FIRE ALARM TERMINAL CABINET RECEPTACLE GROUNDING TERMINAL SHALL BE BONDED TO GROUND BY AN . _ ISOLATED GROUND DUPLEX RECEPTACLE, [::;:] FLUORESCENT WALL MOUNTED FIXTURE WITH WALL OUTLET BOX FAAP DOOR CONTROL SYSTEM UNBROKEN, INSULATED, EQUIPMENT GROUNDING CONDUCTOR FROM THE RECEPTACLE N IG (ORANGE DEVICE) � FIRE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED TO AND WITHIN THE ENCLOSURE IN WHICH THE GROUNDED SERVICE CONDUCTOR IS Z HID, INCANDESCENT OR FLUORESCENT WALL MOUNTED FIXTURE BONDED TO THE GROUNDING ELECTRODE CONDUCTOR. THIS INSULATED CONDUCTOR DUPLEX RECEPTACLE F FIRE ALARM SYSTEM CONDUIT AND WIRING SHALL HAVE A CONTINUOUS GREEN FINISH WITH ONE OR MORE YELLOW STRIPES. -� NOTE: ® HID, FLUORESCENT, OR INCANDESCENT FIXTURE -\ � MOTION DETECTOR 360 THE FRAME OF THE 'IG' RECEPTACLE SHALL BE CONNECTED TO A SEPARATE ELECTRICAL ABBREVIATIONS � TICK MARKS SHOWN ON ANY DEVICE REPRESENTS RECEPTACLE � FLUORESCENT, OR INCANDESCENT WALL WASHER. � � FIREMAN'S ELEVATOR WARNING LIGHT EQUIPMENT GROUNDING CONDUCTOR WITH NO YELLOW STRIPES. IN EXISTING CONNECTED TO THE EMERGENCY CIRCUIT (RED DEVICE) TYPICAL OCCUPANCIES WHERE FEEDERS FROM THE SERVICE EQUIPMENT TO PANELBOARDS N FOR ANY DEVICE IN LEGEND ®- ACCENT FLOOD LIGHTING -AIMING AS INDICATED CR CARD READER ARE NOT TO BE REPLACED, THE ISOLATED EQUIPMENT GROUNDING CONDUCTOR E.C.: ELECTRICAL CONTRACTOR NL: NIGHT LIGHT Lu a ® DIGITAL KEYPAD SHALL BE TERMINATED ON THE EQUIPMENT GROUNDING TERMINAL IN THE GFI: GROUND FAULT PROTECTION P: PANEL ZD 7 © CLOCK RECEPTACLE _ EXIT LIGHT FIXTURE ® BALANCED MAGNETIC DOOR CONTACT ORIGINATING BRANCH CIRCUIT PANELBOARD. WP: WEATHER PROOF ION: UNLESS OTHERWISE NOTED w z o ® SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED ® DIRECTION ARROWS AS SHOWN PAGING SYSTEM & BACKGROUND MUSIC 28. CONTRACTOR SHALL CONNECT AIR CONDITIONERS, PUMPS, FANS AND OTHER VP: VAPOR PROOF AFF: ABOVE FINISHED FLOOR � U o w F J w (SHADED QUADRANT INDICATES FACES) OF FIXTURE) EQUIPMENT. IG: ISOLATED GROUND AEG: ABOVE FINISH GRADE Q a Lj LIGHTING CONTROL TIME CLOCK -ASTRONOMIC TIME CLOCK, WITH WALL MOUNTED EXIT LIGHT FIXTURE 29. AIR CONDITIONER BREAKER SHALL BE MARKED "LISTED HACR TYPE' AS REQUIRED M: MOTOR LOAD BFC: BELOW FINISHED CEILING z z o a J 2 SETS OF SIMULTANEOUSLY CONTROLLED CONTACTS, MIN OF INTERCOM SYSTEM BY NEC 110.3(B). IF BREAKER IS NOT MARKED, THE OUTSIDE DISCONNECT SHALL BE SA: SMOKE/CO ALARM LOAD SN: SOLID NEUTRAL Z F m 10 HOUR BATTERY BACK UP COMBINATION EXIT/EMERGENCY LIGHT FIXTURE OS LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ CHANGED TO A FUSED DISCONNECT WITH RATING AS NOTED ON A/C EQUIPMENT. L: LIGHTING LOAD E.G.C.: EQUIPMENT GROUNDING w m EXTERIOR LIGHT FIXTURE WITH ARMS AS SHOWN SUPPORT TRUSS. (CEILING MOUNTED) 30. CONTRACTOR SHALL MAKE TESTS AND ADJUSTMENTS AS REQUIRED, UPON F: FAN LOAD CONDUCTOR ? � N ® PHOTOCELL, MOUNTED ON ROOF FACING NORTH o-❑ ON DRAWINGS W = WALL MOUNTED COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE BY THE OWNER. THE R: RECEPTACLE LOAD G.E.C.: GROUNDING ELECTRODE 0 0 m X GN GROUND BAR ELECTRICAL PULL BOX C MASTER STATION CONTRACTOR SHALL TEST THE COMPLETE ELECTRICAL SYSTEM IN THE PRESENCE CONDUCTOR Cn IL pg LOUDSPEAKER/ TRANSFORMER/ BAFFLE) C =COUNTER OF THE ENGINEER/ARCHITECT FOR CONTINUITY, FUNCTION, CONTROL, PERFORMANCE, ENGINEER SEAL riffTRACK PLUG-IN STRIP WITH RECEPTACLES, 18' O.C. UNLESS WITH TRACK LIGHT FIXTURE (TRIANGLES ENCLOSURE FOR EXPOSED CEILING AREAS D = DESK LOAD BALANCE, GROUNDS, SHORTS AND TO INSURE SATISFACTORY OPERATION AND ELECTRICAL DRAWING INDEX OTHERWISE INDICATED INDICATE QUANTITY OF LIGHT FIXTURES) W = WALL MOUNTED NTED CONFORMANCE TO CONTRACT REQUIREMENTS. ® UNDER GROUND CONCRETE ENCASED DUCTBANK ® BATTERY PACK WITH TWIN HEADS (CEILING MOUNT) H = HAND SETUTYPE 31. EQUIPMENT, LABOR AND MATERIAL REQUIRED FOR TESTING SHALL BE FURNISHED C• r.r�oe>, JUNCTION BOX HORN/TRANSFORMER FOR HIGH NOISE AREAS HF =HANDS FREE BY THE CONTRACTORS) AS PART OF THIS CONTRACT. SHEET DESCRIPTION ISSUED .v``�o��..' \GEIV�!- !y JUNCTION BOX- WALL MOUNTED BATTERY PACK WITH TWIN HEADS (WALL MOUNT) WP =WEATHER PROOF 32. AFTER COMPLETION OF THE WORK, THE CONTRACTOR SHALL SECURE CERTIFICATES a`c�� OF FINAL INSPECTION AND APPROVAL FROM AUTHORITIES HAVING JURISDICTION No 6158 JUNCTION BOX- FURNITURE SYSTEM FEED MOTION/OCCUPANCY SENSOR SYSTEM PAGING SYSTEM EQUIPMENT CABINET INTERCOM SYSTEM SPEAKER 33. (AHJ). WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE AHJ, THEE-2 >�IC E-I ELECTRICAL LEGELJD, Sf ECIFICATIONS 8 ABBREVIATIONS YES CONDUIT SEAL -OFF FITTINGS tAEl W = WALL MOUNTED ELECTRICAL POWER SYSTEMS PLAN YE5 = SYSTEM TERMINAL CONTRACTOR SHALL PROVIDE THE BUILDING OWNER WITH RECORD DRAWINGS OF �:. STATE SS SURGE SUPPRESSOR PAGING CABINET ICEC THE ACTUAL INSTALLATION. THE RECORD DRAWINGS SHALL INCLUDE A E-3 ELECTRICAL LIGHTING SYSTEMS PLAN YES ;reF,Tj 3 C3 =SERVICE ENTRANCE DEVICE, MAX 250KA PER PHASE ® a INTERCOM EQUIPMENT CABINET SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND E-4 PANEL SCHEDULES, RISER, DETAILS AND CALCULATIONS YES O t? se`S�/ • •` N,e� B3 = DISTRIBUTION BOARD DEVICE, SEE RISER FOR RATING LIGHTING CONTROL PANEL - DR-I� DOCTORS REGISTRY SYSTEM CONDUIT AND WIRING \ FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. IF PROVIDED WITH COMPLETE FIELD MARKUPS ON THESE PLAN SHEETS, THE ENGINEER E-5 ELECTRICAL PANEL SCHEDULES YES 'iO+tpNA e'a`� A3 = PANEL BOARD DEVICE, MAX 125KA PER PHASE -FLUSH MOUNTED UNLESS © PASSIVE INFRARED OCCUPANCY SENSOR ICTC o INTERCOM TERMINAL CABINET SHALL MODIFY THESE PLAN SHEETS INTO SAID RECORD DRAWINGS AND PROVIDE A Timothy C. Trewwyyn, PE ST SHUNT -TRIP BUTTON C = CEILING MOUNT VC VOLUME CONTROL COPY TO THE OWNER AND TO THE CONTRACTOR AND RETURN THE ORIGINAL FIELD P.E. No. 61580 OTHERWISE NOTED NEMA 3R FOR EXTERIOR LOCATIONS W =WALL MOUNT MARKUP TO THE CONTRACTOR. EDH-X L�^/\/� ELECTRIC DUCT HEATER IC 1 INTERCOM SYSTEM CONDUIT AND WIRING 34. WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE AHJ, THE THESE m NTS, M.INS VITH TIE CONUPTS AND OR eESEM BNUY n1 i S CHIC uNH rc Uu ULTRASONIC OCCUPANCY SENSOR CONTRACTOR SHALL PROVIDE THE BUILDING OWNER AN OPERATING AND c u� FORT e VFW THEY WRE PREPWO. RE EN R vrmE a MOTOR CONNECTION. C = CEILING MOUNT SSEC MAINTENANCE MANUAL FOR ALL ELECTRICAL SYSTEMS INSTALLED IN ACCORDANCE TIESE ORCINENTS VTIIOJI WITTEN MRIORIZ"T➢N M0 ^ PTAT@ 9Y FORT PIERCE EIBNEERNG, INC. Swu BE LMEI nfCOP ,roT "Elan EURum, W = WALL MOUNT r� SOUND SYSTEM EQUIPMENT CABINET WITH THESE PLANS THAT REQUIRE MAINTENANCE. AT A MINIMUM, THE MANUAL O, NC. MS R RESERVED. PIERCE 1W.& R134SYKN B. ® VARIABLE FREQUENCY DRIVE SHALL INCLUDE: SHEET TITLE nD PASSIVE INFRARED / ULTRASONIC OCCUPANCY SENSOR SSTC A. EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT HD ELECTRIC HAND DRYER C = CEILING MOUNT ® SOUND SYSTEM TERMINAL CABINET REQUIRING MAINTENANCE. ELECTRICAL W = WALL MOUNT DD Q DIRECT DIGITAL CONTROL PANEL WATT STOPPER # DT 300 OR EQUAL S �� B. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF SYMBOL LEGEND, SMS SINGLE POLE SWITCH - PASSIVE INFRARED SOUND SYSTEM CONDUIT AND WIRING EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE GENERAL NOTES & TRANSFORMER OCCUPANCY SENSOR ACTIONS SHALL BE CLEARLY IDENTIFIED. PASS AND SEYMOUR # OSR300SW OR EQUAL ABBREVIATIONS 0 OCCUPANCY SENSOR POWER SUPPLY C. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. ISSUE DATE: 04-24-2014 WATT STOPPER # BZ50 OR EQUAL NOTE: DRAWN: TEC TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MA� NOT PERTAIN TO THIS PROJECT. WITH THE 2010 FLORIDA BUILDING CODE AND THE 2010 FLORIDA FIRE PREVENTION CODE. , APPROVED: TCT DRAWING NUMBER 40; 0, E-1 ' SHEET I OF 5 I 13006-04 ... n .... u? , ., , .. �. • . .. e.. , .. .; ... r , ..n a >. .... <.... ,. . ;Y, ...,v . h.. - A .. .. „� n.:5 n .. v,x, .. .. .. . , .'.., .., .. . { , ... „'. < 4..... "'� ., • �.pp,, .. t>.' t i .. > x. r / COORDINATE TELEPHONE WIREWAY WITH CIRCUITBREAKERS IN NEMA I + CONDUIT AND TERMINATION ENCLOSURES MOUNTED ABOVE. : R REQUIREMENTS FO R 0 TWO LINES REFER TO ELECTRICAL RISER ( TO FACP WITH FIRE ALARM ! DIAGRAM ........ . INSTALLER. _. .._ ...... .. _...... � _ ...._... KNOX m...: TEL BACK 60 w- y n _ .._..________ _ ______ _ ___._.._ u _ _ _.... .BOX., _ --Pi ____-= ._!....... ... W_ ____-- SHEET E 4 °. _. le _._- _: PI 14 P 1 ....... PI 14 ❑ I ' iN, 00 F. �« r` 6PI-9 a E 6 PI-11 PI -II P2-17� G6 m -;, .� P2-17 _ 3)#8 a (D#LOG. P2-2 .. . FAC gy�p,, \ .;::..,.._.._'` a t \ P2�3 ?C is IN 3/4 C. ,12 15 0 8 _ r L R PI-9 g ❑ Py-p 2 3 ;3 EF-3 2-19 P2-17 a ®� PI II OFFICE . . ;:: t 1H PI-8 \ s� - P271o3:5 PANEL P2 s F L'RM6 PI-9 PI -II ""'" PHI 0 3 \\\o\\\\\\o O\\\\\\oo\\\y\\\\\\\\\\\\\\\\\oo\\ 4 (TYPICAL) OAR I , 114 AliQ3 htEC"VGCLs9 PI-9 \ , R. PI II \ 3----------- \ \ ` \ \000\ \0000a\000 \o\ o\\\\p ❑ 0 P2-PI 17 'OAR — 3R li t' :. - — 2 I P2-I I 5 gHU-5 a3m a (D#I NF 44 A.F.F. I I IN 394 C. P2-13 . _ \ (TYPICAL) (TYPICAL) PI-9 1 ANP2-19-....... P2-I6� \ P2-7:9:11 %\w\\\o\m\\\\\\\\\\\\ a o�\ PI-9 PI -II PI -II P2- R I `@ W, 17 6OA 00000mommomoo \\\\m\ c \\\ao�o�\o\o\\\ \\�\\\\mmo\\a\\\ao\\\\o\o \\\\\\\\.\\oo�: \\\\\o\\oa\\\\\\\\\\\\ \o\ao\\\\. .. 112 fiC 'v : -; �\_% +'[ N R NF , _ r N PI-13€ C7 I a l .. .... PI-8 01 P2-18 fOP2-19 \ PI 15--- X Fk' SC Rli \ a\mom\oo mmm\oam m mmo p ®(TYPICALD j IN PI-13 . k PI-5 \ --- P2=20 3 P2-13 P2-136( r, ` mmoo\m0000\omop oo\\ om a moo P2-17 ` P 10 CART).ROOM DL k M (C� \ I I PI-13 7_ 1 1 i i 1 PI 15\ i PI -IC .:.._. +44 I._._._... _.._..� P_13 \ \ \ / \o \m\my\\oma\m\ 1-12mommmmmo\ y 4 PI-13 `` m� `' _~. P2-I '\\\\ P2-19-.P2-19 m\E15 0000\0000\ moom\\ GAS WATER PANEL'PI' HEATER r P2-13 ` P2-13 ' (� , our. _ ,Fk-i=;E \ y i W a\am\ommm\mm\o k y�\m\mi\\\\\\\Q\m\\\m om\\momm; �\ PI-22 PI-22 m..... I \ rx..... I-88 k PI14 WP 1 i '.. .....:.. . ...:. PI-18 a 3 € t } I jl 1 I p t. j 1 WP € IN 18� 1 PI 14 I` I PI-20 j BANQUET ROOM � s PI-20 (DI 1/2' CONDUIT TERMINATED IN 4" SQ. OUTLET BOX WITH / PI-20 BLANK COVER PLATE. € PI-22 / COORDINATE FINAL / ® LOCATION AND / MOUNTING HEIGHT PRIOR III PI $0 TO ROUGH-N P1-20 1 1/2" CONDUIT / PI-18 I k i / 4 el € / € / j PI-18 € REFER TO ICE MACH. INSTALLATION MANUALS PI-22 FOR CONNECTIONS, i / ,/ VOLTAGE, AMPS PRIOR TO k _ / / COORDINATE FINAL LOCATIONS ROUGH -IN. / / OF ALL KITCHEN EQUIPMENT WITH THE OWNER AND I (2)1 1/2' CONDUITS j j / ARCHITECT PRIOR TO ROUGH-M STUBBED UP 6' AFF. / MICRO PI-22 i COORDINATE FINAL j / WAVE SLICER- - PI-18 LOCATION PRIOR TOrL off\\\\ a Y \\\\\\\\\\\ ECG.. .� PI ROUGH-N !. _-8. ...9.. -2KSF 3/4HP .. KEF- /-II�`.. F-29❑ ❑WOMEN �i. EF->? v \ C P R 19 g 3 4HP �tf A4 - E REFER TO METER (348 8 (04I0G. IN 3/4' C. P2-2:4:6 (2) 2" CONDUITS FOR TELEPHONE COORDINATE TERMINATION WITH RESPECTIVE UTILTY FPL PAD MOUNTED TRANSFORMER PRIMARY ELECTRIC SERVICE COORDINATE TERMINATION WITH FPL. INCLUDE ALL- FPL COSTS IN BID. L PAD AND GROUNDING BY THE ELECT. CONTR. PER FPL SPECIFICATIONS AND SERVICE REQUIREMENTS _ SECONDARY ELECTRIC SERVICE. REFER TO ELECTRICAL RISER ' DIAGRAM ON SHEET E-4 u P2 8:10:12 IR3R (3)#X 8 (D#IOG. IN 3/4' C. ELECTRICAL KEY NOTES: IQ COORDINATE THE FINAL LOCATION OF THE FLOOR BOXES WITH THE OWNER AND/OR ARCHITECT PRIOR TO ROUGH -IN. ❑2 BLANK FLOOR BOX FOR FUTURE EXERCISE EQUIPMENT. WIREMOLD # 880CSI-I, 817B, BLANK BRASS COVER PLATE OR APPROVED EQUAL ❑3 EXHAUST FANS ARE TO BE CONTROLLED VIA ROOM LIGHTING SWITCH. ® CONDUITS TO RUN UP IN PARTITION TO AN ACCESSIBLE CEILING SPACE. Q RECESSED, FLUSH FLOOR BOX WITH (D DUPLEX RECEPTACLE, BRASS FLANGE AND BRASS COVER PLATE. WIREMOLD # 880CSI-I CAST IRON, 817B, 828R OR APPROVED EQUAL. © THIS IS A GROUP A-3 STRUCTURE WITH AN OCCUPANCY GREATER THAN 300 (324 COUNT). AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED PER FBC 903.2.1.3 AND OCCUPANT NOTIFICATION IS REQUIRED PER FBC 907.2 AND PER NFPA 101 12.3.4.3.3 IN THE FORM OF A VOICE EVACUATION SYSTEM. IT IS PROPOSED THAT PROVIDING A 'PERSON IN A CONSTANTLY ATTENDED RECEIVING STATION' IS NOT PRACTICAL. THEREFORE THE VOICE NOTIFICATION SHALL BE AUTOMATIC AND THE SYSTEM SHALL BE MONITORED BY A SUPERVISING STATION IN ACCORDANCE WITH NFPA 72. THE SINGLE MANUAL FIRE ALARM BOX IS PER FBC 907.2. NO OTHER PULL STATIONS ARE INDICATED PER EXCEPTION I FBC 907.2.1 AND NFPA 101 12.3.4.2.10D(b) 7❑ TELEPHONE OUTLET MOUNTED IN WEATHER TIGHT BOX. COORDINATE LOCATION WITH OWNER. ENCLOSURE TO BE HOFFMAN BOX # HJ1412HWPL2LG WITH DRAIN HOLES OR APPROVED EQUAL. 0 INSTALL RECEPTACLE AND TV JACK AT 78' A.F.F. HOOD REQUIREMENTS BY ELITTRICAL CONTRACTOR 1. WIRE EACH FAN CIRCUIT FROM CIRCUIT BREAKER TO LINE SIDE OF CONTACTOR IN CONTROL PANEL. 2. WIRE EACH FAN FROM LOAD SIDE OF CONTACTOR IN CONTROL PANEL TO FAN DISCONNECT SWITCHES ON FAN. DISCONNECT SWITCHES PROVIDED ON FANS. 3. WIRE A 120V 20 AMP CIRCUIT TO TERMINALS L AND N IN CONTROL PANEL. 4. WIRE FROM CONTROL PANEL TERMINALS NO AND N TO HORN/STROBE DEVICE IN KITCHEN. 120V HORN/STROBE DEVICE TO BE PROVIDED BY ELECTRICAL. CONTRACTOR. 5. WIRE FROM CONTROL PANEL TERMINALS NO AND N TO SHUNT TRIP BREAKERS IN CIRCUIT BREAKER PANEL. ALL ELECTRIC RECEPTACLES OR HARDWIRE[) APPLIANCES UNDER THE HOOD OR FEEDING EQUIPMENT UNDER THE HOOD NEED TO SHUT DOWN UPON FIRE SYSTEM ACTIVATION. SHUNT TRIP BREAKERS PROVIDED BY ELECTRICAL CONTRACTOR. 6. FIRE ALARM CONNECTIONS -IF A FIRE ALARM IS PRESENT IT NEEDS TO BE CONNECTED TO A SPARE MICRO SWITCH WE HAVE AT THE FIRE SYSTEM CONTROL HEAD. IF AN ALARM IS PRESENT A HORN/STROBE DEVICE IS NOT REQUIRED. 7. IF ANY OTHER NEW OR EXISTING HOOD SYSTEMS ARE WITHIN THE SAME ROOM AS EACH OTHER AND THEY OPERATE INDIVIDUALLY ALL SUPPLY FANS MUST SHUT DOWN UPON ANY OF THE FIRE SYSTEM ACTIVATIONS. THIS CAN BE ACCOMPLISHED THROUGH SHUNT TRIP BREAKERS OR A SPARE SET OF CONTACTS WE HAVE ON OUR "FIRE RELAY"IN OUR CONTROL PANEL. CONTACT THE FACTORY FOR YOUR SPECIFIC SCENARIO. 8. HEAT SENSORS NEED TO BE WIRED FROM EACH HOOD uOLLAR TO THE CONTROL PANEL TERMINALS 4 AND 5. WHEN THERE ARE MULTIPLE HEAT SENSORS THEY NEED TO BE WIRED IN PARALLEL. 9. LIGHTS ARE PRE WIRED ON TOP OF EACH HOOD TO A SINGLE JUNCTION BOX. JUMPERS NEED TO BE PROVIDED AND INSTALLED IN BETWEEN HOOD SECTIONS) AND FROM THE NEAREST HOOD TO THE CONTROL PANEL AND WIRE TO TERMINALS 14 AND 15. 10. WHEN THERE IS NOT A FIRE CABINET BUILT INTO OUR HOOD THE MICRO SWITCH MUST BE WIRED FROM THE FIRE SYSTEM CONTROL BOX TO OUR CONTROL PANEL. THE COM WIRE (BLUE) GOES TO TERMINAL C IN OUR PANEL, THE NORMALLY CLOSED WIRE (YELLOW) GOES TO TERMINAL NC IN OUR PANEL AND THE NORMALLY OPEN WIRE (BROWN) GOES TO TERMINAL 3 IN OUR CONTROL PANEL. 11. REFER TO SHEET M2.2 FOR ADDITIONAL HOOD REQUIREMENTS AND EQUIPMENT LOCATIONS 0 Fort Pierce Z Engineering; Inc. 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax:772 672-4637, 0 O w N F W x La Q N [C h < O QU � z a z ti w 0 wDm yW F-1 V N to M U E--� f, U N N P� m 1 ro J U_ < U o w Q z Q L) U ~ a w UDJ O m F aQ h W U U 0 uj 0 0) X ll� It v 0 d n. rn a - ENGINEER SEAL o,'\GEti . V-0, µ No 6158 2 IT mo(hy C. TrewYn, PE P.E. No. 61580 THESE ID S,, NDG WTKTK COIL n W M ➢ SKEET TITLE KP 120V 120V 1120 rz. _ ; ELECTRICAL (3)#8 8 (D#IOG. \\\\\\\\\ �` ✓, IN 3/4' C. 60AR I CJ s� KP-14 PI-27 PI- 7 I L..._. " FREZER \ Y." - POWER SYSTEMS AP-16 omo\ :::: .: ... oo I PLAN P3-Ki,l7;l NF - KP-44!' PI-27 CONNECTION TO k I Er i, R 1 HOOD PANEL \ AHU I ; 1z4 COORDINA �(L,_"-.t 60AR E (a - 12.3 I KF_ 8 NF I kssue DATE: 04-24-2074 ` 2)#12 B LOCATION 1 k I ,• KP-12 AHU 2 (A#12G. IN KP-57 REFRI (2)#8 8 (D#10 . E PANEL "P3' P3-14RANGE -. CONb PI-27= Raw I/2' C. TO FACP IN 3/4 C. ATE Fv,�t,E N: TEG P3-8012:: KP-I ,., P3-5:7 OV , i F 13 KIP �3 C (31#8 d WIOXG NF\ u. T T :. .. ............ .. PI 27 APPRO VE IN 3/4 C. � ® PANEL 'KP" GAS WATER FOR HOOD ELECTRICAL HEATER REQUIREMENTS REFER TO NOTES ON THIS SHEET O W S T S I t I S t L A I V RAWING NUMBER SCALE 1/8" I'—C" E-2 SHEET 2 OF 5 13006-04 SPRINKLER SYSTEM FLOW AND TAMPER SWITCHES. COORDINATE LOCATION AND NUMBER OF DEVICES WITH SPRINKLER SYSTEM INSTALLER'S SHOP DRAWINGS PRIOR TO ROUGH -IN. COORDINATE EXTERIOR NOTIFICATION DEVICE SPECS AND LOCATION WITH AHJ. trLJ0 3R (348 8t (D#IOG. )#8 EI (O#IOG. (2)#8 a W#IOG. IN 3/4' C. 1 3/4' C. IN 3/4' C. P3-9:11:13 F -2:4: P3-1:3 . LOCAL OFF SW : , OCC. SENS RS 2 i LOCAL OFF SWITCH NSORS i ti QCC. SE 2 \, r Q Q _ 3. \ 3 PIK25 : 25 .3 PI25 PI25 / t _ Y (TYP.) I F}❑ " 0 oM^ I❑(TYP. _%. a lily P. L J C C C 0 9 By, S _.\` PI I6,. o �o o K \ o P...0\\ p\ \ L \ N PI 5. ; PIT' o ® ® T \ ® _ - ' a o o PI-4 PI-4 PI-5 \ C e \ PI -I PI I PI I 1 PI I a; ❑5 ®® °M oM ®®❑ ®® \ log l L�\ , LIGHTING SYSTEMS NOTES I. SEE LIGHTING POWER DENSITY CALCULATIONS ON THIS SHEET. 2. FBC 303.2.3 RECESSED FIXTURES ARE AIR SEALED WITH A GASKET OR CAULK AND RATED FOR INSULATED CEILINGS PER ASTM E 283. OR AFFECTED AREA/OPAQUE INSULATED ARE <= 1% OR ROOF, WALL, OR FLOOR COVERED WITH INSULATION TO FULL DEPTH REQUIRED, REDUCED INSULATION EFFECTS INCLUDED IN ENERGY CALCULATIONS. 3. AT LEAST 50 PERCENT OF PERMANENTLY INSTALLED LIGHTING FIXTURES ARE SPECIFIED WITH HIGH EFFICACY LAMPS PER FBC 404.1. ` LE S" PI-16 PI-I6 PANE L 4. OFFICES, CLASS ROOMS, LIBRARY,DVD ROOKEXERCISE RM. AND MEETING ROOM LIGHTING CONTROLS S SHALL TURN OFF LIGHTING WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE UNLESS \ C C C B p ° \ \ mmwl�\�\m ° 0' PI-5 PI-25 B( o S 21 \ ( p® P2 0 MULTI -SCENE CONTROL USED. \\ \ PI-I6 Mo \ oM PI-16 I-4 I--O-i K ❑ � \ PI -I ����� �P�I-I6 PI-5 \\, 5. LC -I SHALL BE AN ASTRONOMIC TIME SWITCH, WITH TWO SETS OF SIMULTANEOUSLY CONTROLLED PI -I PI -I .... PIS "` PI-i _ N�PI-i6N CONTACTS FOR 240V OPERATION AND SHALL HAVE MINIMUM IO-HOUR BATTERY BACKUP X1w: t ..__i P17 I __.._ S S: S g a PI-4 J C C C B \ B \ o C a PI I6 r' oPl-I6 ;1 opl-I6 P1o16LED L PI-5 \ \ \ H--O-� \ . \ \ \ \ \ ® ❑ 5 D D @ _ PI -I _ I❑ I❑ - a PI-24 N/L PI 5 K - PI I r i �\ PI -I PI -I PI I PI -I � � oo\\oom a.\\\ o \ D D 0. PI I§,:: I�G G a, ,..\ \\o\�.\\\\om PI 2 /L � � ..,.....n._.�mS.I. ❑ ` ! ; Ll C 5 (TYPJ C `Wi s . gi._ _:... Q 1 PI-4 PI-4 ❑ PI 16 P 4.. Pµl6l a, - 1 PI-5 ......_._ ...... __:_..._.__ » € - \ \ ... PI. \a DPI 2 a PI-3 PI-3 �momoo o\ 3`p oo\ � �s 8 O -1 I K PI16 PI ;; 6 PI I61 R \ ( I \\ \\a\\\\\\ \o " \\\\\� � PI-4 ` �. ` \ \ PI-4 _ o \\ ®® PI4 PI 2 S S y y� I v C �.0 0 _ S v_.A. S _ o PI .I6 LOCAL OFF SWITCH PI-4 L�J ® ❑, ❑ 9 PI16 \ 12ffj y.aPl 2 r . _ o off', _ _ . L hill . SENSORS - _ PI-3I v2 v PI 3 PI 3 k PI 3 ❑ ".N o D ❑ PI 3 PI 3 D 1 v F \ r 111. 1 130 $ IN N oao I[OCC PI-4\\ K D \ \\ \\\rao s oot�l\oa o PI -I ` i 3 v C � I C C C o D I❑ i PI-2 LOCAC0EF SWITCH ---' ❑ ;..,:I£ STC r t,:,:. ❑ �v 0 a v \ OCC. SENSORS PI-4 PI-4 1 \ PI-3 PI-3 PI-3 PI-3 PI-3 g B B B B ❑ D o _._. i PI-5 \\\ k\ a �a �aa�aaaa\ \\oo o o\a' �000\oo\\\\o II PI-510 ❑ J \\ . ® ® ® ® ° \ ®O®° ❑a ❑5 aPANEL RPIR m \\\ '�` ? PI-3 PI-3 PI-3 ! PI-3 PI-3 Y ^ PI-2 PI-2 f PI 2 Y PI-2 PI-2 ~„ 10. l PI-5' J pl 5 , TU.' _I J pi-5 PI-5 ;a L CCA SEN OITCH \ \ F (TYPJ I \\m\\m\mom\�o\\mo\\oo\\m F e x Poa F %`e>❑ ❑2 PI 7 \\\\ __ ........ �a.........�3 o N/L Poa 4 \ Q PI-25 Q -25 I Q PI 25 _ I7 PI24 I a. P 7 _ .. _ __. _ _... PI-' 5 Pod Poe Poe Pod Poe Pod Poe a PI-21 PI-23 PI-21 PI-23 PI-21 PI-23 PI-21 i. R R! R Pod ®b Pod. i b Pod ®b Pod F PI-23 PI-23 PI} PI-23 - PI-23 ELECTRICAL KEY NOTES: - PI 17 17 PI 17 rI 0 ❑ I Y UNITS ARE TO BE CONNECTED TO THE LIGHTING CIRCUIT IN THE I EXIT SIGNS AND EMERGENCY BATTER i_ ____ __ .__ __{_ _: _ ....__... � AREA AHEAD OF THE SWITCH. PI 25 Q PI-Pt5 �; COORDINATE THE FINAL LOCATION OF ALL SWITCHES WITH OWNER/ARCHITECT PRIOR TO ROUGH -IN Poa \ Poe Pod Poe �'+�e IPoe Poe Poe Poa Q PI-7 `RI-21 PI-23 PI-21 01TI9 PI-19 PI-19 PI-19 PI-7 Q LIGHTING CIRCUIT CONTROLLED VIA TIME CLOCK. ® FLUORESCENT DIMMER SWITCH - PASS AND SEYMOUR CD1603P-COLOR AS SELECTED BY THE ARCHITECT R ; R ! OR EQUAL P1 25 D ' b Pod b Pod Poe b Poe ❑3 ® PI-19 ® I 5 CEILING MOUNTED OCCUPANCY SENSOR. REFER TO SHEET E-4 FOR WIRING DIAGRAM. PI-19 PI-23 PI-23 ❑ € PI-17 P1*17 PI-17 BANQUET ROOM IS EXEMPT FROM AUTOMATIC LIGHTING CONTROLS. (MULTI -SCENE CONTROLS USED) i I I W Poa Poe pod POC P¢e Poe Poe Poe Poa PI -7 PI-21 PI-23 PI_2j PI-I9 PI-19 PI-19 PI-19 PI-7 U T Rflom I PI-?t5 3❑ i R Pod b Pod b Poe ®b Poe 017 Q '' ❑ PI-23 PI-23 PI-19 PI-19 PI-17 PI-17 I i _ LIGHTING POWER DENSITIES ROOM AREA (SQUARE FOOTAGE) ROOM WATTAGE LPD-(FBC-505.5.3) (WATTS PER SO. FT) LPD - CALCULATED (WATTS PER SO. FT) STORAGE 114 240 195 .8 .8 MEETING RM 115 510 585 1.1 1.1 MEETING RM 116 267 282 1.1 1.0 OFFICE 118 220 282 1.1 1.1 CARD RM 112 670 752 1.1 1.1 DVD RM III 290 320 1.1 1.1 LIBRARY 110 300 302 1.2 1.0 BANQUET RM 119 5385 5721 1.3 1.1 MECH RM 124 135 195 1.5 1.4 KITCHEN 123 675 855 1.5 1.2 MENS 120 66 58 .9 .9 WOMENS 121 50 34 9 .7 STORAGE 122 210 189 0.8 0.9 LOBBY 108 605 475 .9 .8 MENS 102 325 305 9 .9 WOMENS 125 325 305 19 .9 EXERCISE 103 1064 713 18 .7 CLUB STOR.104 993 672 _8 .7 WOMENS 121 66 58 .9 .9 MECH. RM 85 126 1.5 1.5 HVAC RM 117 175 174 1.5 1.0 GAME STOR 106 145 116 8 .8 JANITOR 107 84 64 8 .8 ENTRY 101 345 256 _,9 .7 JAN CLO 126 20 34 .8 1.5 CORRIDOR 185 128 .5 .6 ELECTR. RM. 85 116 1.3 _11.5 w a 0 z Fort Pierce E gineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax: 772 672-4637 M 0 W F N U F W W Q Cr U� 0 au - P; a z�N wO L<rn J U Li U) r�i U N 0 W 0) It M W Fr Z 0 U W F J W poa Poe Pod Poe Poe Poe Poe Poe Poa k CL PI-21 PI-23 PI-21 Q 7) PI-7 P1=19 PI-19 PI-19 PI-19 PI-7 s z o a J m J LLLJ : U U N R i � v 0 Pod b Pod b Poe b Poe a i 3 PI 19 PI 19 ENGINEER SEAL P 2 PI 23: : I i _ PI 17 01r17 PI-17 ❑ - PI40, Q Ada NY C. 9 . OEN IV i Poa Poe Pod Poe Pile Poe Poe Poe Poa No 6158 PI-7 PI-21 PI-23 PI-21 PIl,19 PI-19 PI-19 PI-19 PI-7 i i STATE OF W j b bRb 0R)V--Pod b Pod Pod ® Pod i PI PI-23 PI-23 PI-23 PI-17 PI17 PI-17 i ♦ /ONAI` s Timothy tC nTreweyn,, PE i P.E. No. 61580 Poe Pod Poe 150�`\ Poe Pod Poe Rs' x_ R� �' E�no� PI-21 PI-23 PI-21 PI-23 `\ PI-21 PI-23 PI-21 I MM M, � WWA ME M a I I-F Maroons vn,on vurrtR �TM w 1: F r III AOPPTAT101 V W PRACE EN@FEWRIRG, X SI K E a. T Foci PO NIL Poo Poa \ vn o ueennr R TIE suc osrRv 0=4, Ma PI } ERCE EIGIIEERRG, RL ALL P1fHfS RESFRVE0. k7 I D PI-24 0 RI-7 PI-7 SHEET TITLE \ ELECTRICAL _.:... D I STEMS PI-9 n3MS 4iPrr t., Oa PLAN _ ,- , § PI-6 PI-6 i \ ` N E i �_._._.. L:ISSU DATE: I--O--� y C C C ?\ i 04-24-2014 1 PI(6 4� r: PI 6 "CHE_ J J J DRA N: TEC dANEL `P3. �E PI-6 r 7z-1 11711 PI-r 1` 1 1l %Y STUB AB01'- ACOUSTICAL TILE CEILINC I" CONDUIT ACCESSIBLE STUB ABOVE CE" ACOUSTICAL TILE CEILINC In C COh OUl x4'xl 1/2' DEEP I TH SINGLE GAN( _ASTER RING FLOOR NOTE: FOR GYPSUM CEILING TYPES, ROUTE CONDUIT WITH PULL -STRING BACK TO POINT OF BUILDING TELEPHONE/DATA SERVICE EQUIPMENT. A I DATA/COMM. STUB —UP DETAIL LOCAL OFF SWITCH(ES) REFER TO FLOOR PLAN FOR NUMBER OF SWITCHES) 120V rim pw LIGHTING FIXTURES — REFER TO FLOOR PLAN E OCCUPANCY SENSOR SWITCH POWER SUPPLY WATT STOPPER #BZ-50 OR EQUAL FLOOR PLAN SYMBOL CEILING MOUNTED OCCUPANCY SENSOR WATT STOPPER # DT 300 OR EQUAL. (TYPICAL FOR 2) FOR DISTANCE SEE MANUFACTURES INSTRUCTIONS — SAMPLING TUBE 48" iL \AIR FLOW R DID J J SHUT DOWN CONTACTOR OR RELAY (FURNISHED ;(2) #I BY CONTRACTOR) TO FACP TO FACP DUCT DETECTOR HOUSING WITH — PHOTOELECTRIC SMOKE DETECTOR j B ( DUCT SMOKE DETECTOR DETAIL NOTE: CONTACT ELECTRICAL ENGINEER AT LEAST 24 HOURS IN ADVANCE TO ARRANGE FOR CONDUIT INSPECTION PRIOR TO BACKFILL. SPOT FILLING TO PREVENT FLOATING IS ACCEPTABLE. 8/2 TSP SCALF E OCCUPANCY SENSOR DIAGRAM sC vi T.-IN .S, F I CONDUCTOR TRENCHING DETAIL S(yr=1Nrs, EXTERIOR INTERIOR IN) 3 5 2nc. CU METER ENCLOSURE PER FPL SPECIFICATIONS AND SERVICE STANDARDS. COORDINATE WITH FPL. O FPL TRANSFORMER 3PH 2O8Y/120 VOLT 3.66 %IZ PROVIDE TRANSFORMER PAD PER FPL REQUIREMENTS BOND G.E.C. AND NEUTRAL IN WIREWAY OR METER ENCLOSURE. BOND E.G.C.'S AND NEUTRALS IN SERVICE DISCONNECTS. `0) #2 CU IN I 1/2"C. 125A 3P 22KA NEMA I ENCL. 4) #2 CU PNL (U #6 GRD "PI' IN I 1/4'C. 125A — # 1/0 GROUND (4) #500 MCM CU, CONDUCTOR 3 1/2" C. METAL (2) 4' PVC CONDUITS STRUCTURAL FOR PRIMARY METAL MEMBER ELECTRICAL SERVICE PIPE 20 FT CONCRETE COORDINATE WITH FPL ENCASED 1/0 CU ELECTRODE 5/8'x8' CU CLAD _ -A TEEL GROUND ROD G I ELECTRICAL RISER DIAGRAM 8' X 8' WIREWAY `(4) #3 CU 's--(4) #3/0 CU `14) #1 CU IN 11/2"C. IN 2"C. IN 11/2"C. IOOA 3P 200A 3P 125A 3P ) NEMA I ENCL. NEMA I ENCL. NEMA I ENCL. 4) #3 CU 4) #3/0 ICU 4) #1 CU PNL (D #8 GRD PNL (D #6 GRD PNL (D #4 GRD IN I 1/4"C. 'P2" IN 21C. 'P3' IN I 1/2"C. IOOA 20 AA 125A 11.0 M.L.O M.L.O NOTE: SERVICE DISCONNECT BREAK IRS SHALL BE LISTED FOR SERIES COMBINATION WITH PANEL B ANCH CIRCUIT BREAKERS 0 M TWO DUPLEX RECEPTACLE/ WITH COMMON COVER. TRUT AT CONDUIT 4'— PROVIDE UNISTRUT WITH PROVIDE ALL CONDUIT STRAPS AT 8NTH BUSHING li AND FISHWIRE 1" PVC WITH 2" CONDUIT TO (146 GROUND WIRE TELEPHONE CO. C I TELEPHONE TERMINAL BOARD DETAIL NOTE: CONTACT ELECTRICAL ENGINEER AT LEAST 24 HOURS IN ADVANCE TO ARRANGE FOR CONDUIT INSPECTION PRIOR TO BACKFILL. SPOT FILLING TO PREVENT FLOATING IS ACCEPTABLE. D I UTILITY SERVICE FEEDER TRENCHING DETAIL sent r. = m'r s i scnt.r. LIGHTING FIXTURE SCHEDULE MARK MANUFACTURER - PART NUMBER LAMPS VOLTAGE MOUNTING DESCRIPTION REMARKS NO TYPE WATTS DAY BRITE - 2TG8432-FA-2I-120-I/4-EB 4 T8 32 120 CEILING 2'x4' FLUORESCENT PRISMATIC TROFFER. PATTERN 12 .125" NOMINAL LENS FLAT ALUMINUM DOOR FRAME. rB DAY BRITE - 2TG8332-FA-21-120-1/3-EB 3 T8 32 120 CEILING 2'x4' FLUORESCENT PRISMATIC TROFFER. PATTERN 12 .125" NOMINAL LENS, FLAT ALUMINUM DOOR FRAME. DAY BRITE - 2TG8232-FA-21-120-I/2-EB 2 T8 32 120 CEILING2'x4' FLUORESCENT PRISMATIC TROFFER. PATTERN 12 X 125" NOMINAL LENS, FLAT ALUMINUM DOOR FRAME. D MCPHILBEN - CAX6H 2 MR16 18 120 CEILING/WALL 2 LAMP POLYCARBONATE EMERGENCY LIGHTING MOUNT 8'-0" A.F.F. FOR WALL MOUNT. FIXTURE. HIGH OUTPUT HALOGEN LAMPS. 5 YR LIFE. 65 TO 135 DEG F. LEAD CALCIUM BATTERY. LED THERMOPLASTIC LED EXIT FIXTURE WITH NICAD MOUNT 8'-0" A.F.F. FOR WALL MOUNT. E MCPHILBEN - CXXL-3-G - LED - 120 CEILING/WALL BATTERY. GREEN LETTERS. COMBINATION 2 LAMP POLYCARBONATE EMERGENCY MOUNT 8'-0" A.F.F. FOR WALL MOUNT. F MCPHILBEN - CCAXL-I-G-W 2 MRI6 18 120 CEILING/WALL LIGHTING/EXIT SIGN FIXTURE. HO HALOGEN LAMPS. 65 TO 135 DEG F. LEAD CALCIUM BATTERY. G DAY-BRITE - WB 232 T8 CP 120 EB 1/2 2 T8 32 120 WALL 48' LONG FLUORESCENT WALL BRACKET. CLEAR PRISMATIC LENS. STEEL END CAPS. WALL MOUNT ABOVE MIRROR CENTER LINE. COORDNAIE W ITH ARCHITECTURAL PLANS, F RESERVED e U DAY-BRITE- CAN 2 232 UNV 1/2 EB 44T8 8 32 120 CLG/SURF. 48" LONG WRAPAROUND FLUORESCENT FIXTURE PRIMSMATIC LENS _— K DAY-BRITE- CAW 4 32 UNV 1/3 EB _ 32 120 CLG/SURF. 48" LONG WRAPAROUND FLUORESCENT FIXTURE PRIMSMATIC LENS L DAY-BRITE- T2 32 UNV 1/2EB 2 T8 32 120 CLG/SURF. 48" LONG FLUORESCENT CHANNEL FIXTURE X -- M DAY-BRITE- CM6 F218 H65WBP I CFL 18 120 CEILING RECESSED SHOWER FIXTURE, WET LOCATION LABEL PRISMATIC LENS _ DAY BRITE - WB217CP-120-1/2-EB 2 T8 17 120 WALL CLEAR PRISMATICFLENSESTEEL END U E E COORDII_NATETWIITHVARCHITE TURAL N CAPSCKET. PLANS F DAY-BRITE - CM8 F 226/32/42 H85 DXI 2 CFL 32 120 CEILING 8 " DIA,RECESSED DOWN LIGHT CLEAR REFLECTOR WHITE TRIM, DIMMING BALLAST 0 FORECAST LTG. F84 4019 U 2 CFL 18 120 WALL EXTERIOR WALLSCONCE, BLACK FINISH R DAY-BRITE - 2TG8231U6 RI2 UNV 1/2 EB 2 U-T8 31 120 WALL 2'x2' FLUORESCENT PRISMATIC TROFFER. PATTERN 12 125" NOMINAL LENS, FLAT ALUMINUM DOOR FRAME. _ S, DAY-BRITE - CM6 F113 H65 I CFL 13 120 CEILING 6" DIA. DOWN LIGHT, CLEAR REFLECTOR WHITE TRIM _ GENERAL LIGHTING FIXTURE SCHEDULE NOTES: I. VERIFY TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. 2. VERIFY VOLTAGES PRIOR TO BID AND INSTALLATION OF FIXTURES. 3. PROPOSED ALTERNATE LIGHTING BIDS MUST INCLUDE THE FOLLOWING: A. COST SAVINGS TO OWNER. B. PHOTOMETRIC LAYOUT OF PROPOSED ALTERNATE LIGHTING FIXTURES. C. ABOVE INFORMATION MUST BE SUPPLIED TO THE ENGINEER (3) DAYS PRIOR TO BID. 4. ALL COMPACT FLUORESCENT DOWNLIGHTS SHALL USE ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 5. PROVIDE APPROVED FIRE RATED ENCLOSURES FOR ALL LIGHT FIXTURES LOCATED IN FIRE RATED CEILINGS. 6. FIXTURES IN AREAS WITHOUT CEILINGS OR IN MECHANICAL AND ELECTRICAL ROOMS SHALT_ BE MOUNTED WITH I 1/2"A 1/2" KINDORF CHANNEL SUPPORT SUSPENDED FROM ROOF STRUCTURE WITH THREADED RODS. FIXTURES SHALL BE MOUNTED 10'-0"A.F.F. UNLESS OTHERWISE NOTED. 7. ALL ACRYLIC LENSED FIXTURES SHALL HAVE A MINIMUM LENS THICKNESS OF .125 INCHES. 8. ALL SHEET STEEL COMPONENTS SHALL BE PHOSPHATE TREATED PRIOR TO APPLICATION OF OTHER SURFACE COATINGS AND PAINTS. v CIO r I a co 0 z Fort Pierce Engineering, Inc. Dependable Mechanical, Elecu ical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax: 772 672-4637 M O W a s to H F w w o' �o no N z_j o a W w 0 L07)m J z rn F d W U F� O N > m 0 W a z o g U O w Q w " z o m W Q o U N 0 O O Q� 2 C/a o_ M a ENGINEER SEAL eo No 51580®: STATE OF . <u: flaile�4, ,'pNA1 ,���loo Timothy C. Trewyn, PE P.E. No. 61580 SHEET TITLE ELECTRICAL DETAILS, RISERS & SCHEDULES SSUE DATE: 04.24-2014 DRAWN: TEC Aoopnvrn. T(`T +,aoo°7-